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INDUSTRIALISED BUILDING SYSTEM (IBS)
It is a system which suit all architectural demands amp not a machine or component
significantly difference from traditional cast in-situ construction
which relies heavily on customized site work
- The wall is designed to provide adequate fire resistance according to demand (with minimum 2hours as per BS8110 )
- The system is designed and approved by PE and endorsed by independent checker
- Thickness of the wall can be customized according to requirement
- Our design and casting are following strictly to British Standard
HC PRECAST SYSTEM
PATENTED UNITED STATE US 6819870B2
PATENTED MALAYSIA MY - 124213-A IN 2006
PATENTED MALAYSIA MY - 139712-A IN 2009
MALAYSIA GREEN TECHNOLOGY
TRAINING UNIT
8 years expose precast wall precast staircase
half slab amp precast beam with in-situ column
- No touch-up - No water proofing
- No leaking - No crack
FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units
of single storey (1000 ft2) per year
CONTENTS
1 BENEFITS INDUSTRIALISED BUILDING SYSTEM ( GREEN TECHNOLOGY )
2 PROPOSE FOR THE GOVERNMENT amp PRIVATE
3 RM 9000(m2)RM 900(m3) SUPERSTRUCTURE (FRAME amp WALL)
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
5 CONSTRUCTION METHOD SEQUENCE
6 PRODUCTION amp DELIVERY SEQUENCE
7 QUALITY CONTROL amp ASSURANCE
8 COST COMPARISONFAST amp EASY (CONVENTIONAL vs HC PRECAST SYSTEM)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
11 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECTURAL DEMANDS
13 PRECAST ELEMENT
14 FACTORY CAPACITY
15 COMPLETED PROJECTS
16 PATENTED
17 INTERNATIONAL PUBLICATIONS
18 COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER
1 BENEFITS INDUSTRIAL BUILDING SYSTEM GREEN TECHNOLOGY
5
v) CONSULTANT
- ARCHITECT
( Flexibility amp Customized )
- CampS ( Construction Method Sequence )
- MampE ( Schematic Diagram of Shop Drawing )
- QS ( No Variation Order )
vi) SYSTEM PROVIDER
- IBSMANUFACTURE
- Payment Secure
vii) CONTRACTOR
- Payment Secure
i) COUNTRY
- 40 Labour Reduce
- Currency
- Social
ii) GOVERNMENT
- Quality
- Speed
- Environment
- Green Technology
iii) PRIVATE DEVELOPER
- Quality
- Speed
- Environment
- Green Technology
iv) END-USER
- Quality
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
TRAINING UNIT
8 years expose precast wall precast staircase
half slab amp precast beam with in-situ column
- No touch-up - No water proofing
- No leaking - No crack
FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units
of single storey (1000 ft2) per year
CONTENTS
1 BENEFITS INDUSTRIALISED BUILDING SYSTEM ( GREEN TECHNOLOGY )
2 PROPOSE FOR THE GOVERNMENT amp PRIVATE
3 RM 9000(m2)RM 900(m3) SUPERSTRUCTURE (FRAME amp WALL)
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
5 CONSTRUCTION METHOD SEQUENCE
6 PRODUCTION amp DELIVERY SEQUENCE
7 QUALITY CONTROL amp ASSURANCE
8 COST COMPARISONFAST amp EASY (CONVENTIONAL vs HC PRECAST SYSTEM)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
11 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECTURAL DEMANDS
13 PRECAST ELEMENT
14 FACTORY CAPACITY
15 COMPLETED PROJECTS
16 PATENTED
17 INTERNATIONAL PUBLICATIONS
18 COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER
1 BENEFITS INDUSTRIAL BUILDING SYSTEM GREEN TECHNOLOGY
5
v) CONSULTANT
- ARCHITECT
( Flexibility amp Customized )
- CampS ( Construction Method Sequence )
- MampE ( Schematic Diagram of Shop Drawing )
- QS ( No Variation Order )
vi) SYSTEM PROVIDER
- IBSMANUFACTURE
- Payment Secure
vii) CONTRACTOR
- Payment Secure
i) COUNTRY
- 40 Labour Reduce
- Currency
- Social
ii) GOVERNMENT
- Quality
- Speed
- Environment
- Green Technology
iii) PRIVATE DEVELOPER
- Quality
- Speed
- Environment
- Green Technology
iv) END-USER
- Quality
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units
of single storey (1000 ft2) per year
CONTENTS
1 BENEFITS INDUSTRIALISED BUILDING SYSTEM ( GREEN TECHNOLOGY )
2 PROPOSE FOR THE GOVERNMENT amp PRIVATE
3 RM 9000(m2)RM 900(m3) SUPERSTRUCTURE (FRAME amp WALL)
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
5 CONSTRUCTION METHOD SEQUENCE
6 PRODUCTION amp DELIVERY SEQUENCE
7 QUALITY CONTROL amp ASSURANCE
8 COST COMPARISONFAST amp EASY (CONVENTIONAL vs HC PRECAST SYSTEM)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
11 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECTURAL DEMANDS
13 PRECAST ELEMENT
14 FACTORY CAPACITY
15 COMPLETED PROJECTS
16 PATENTED
17 INTERNATIONAL PUBLICATIONS
18 COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER
1 BENEFITS INDUSTRIAL BUILDING SYSTEM GREEN TECHNOLOGY
5
v) CONSULTANT
- ARCHITECT
( Flexibility amp Customized )
- CampS ( Construction Method Sequence )
- MampE ( Schematic Diagram of Shop Drawing )
- QS ( No Variation Order )
vi) SYSTEM PROVIDER
- IBSMANUFACTURE
- Payment Secure
vii) CONTRACTOR
- Payment Secure
i) COUNTRY
- 40 Labour Reduce
- Currency
- Social
ii) GOVERNMENT
- Quality
- Speed
- Environment
- Green Technology
iii) PRIVATE DEVELOPER
- Quality
- Speed
- Environment
- Green Technology
iv) END-USER
- Quality
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
CONTENTS
1 BENEFITS INDUSTRIALISED BUILDING SYSTEM ( GREEN TECHNOLOGY )
2 PROPOSE FOR THE GOVERNMENT amp PRIVATE
3 RM 9000(m2)RM 900(m3) SUPERSTRUCTURE (FRAME amp WALL)
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
5 CONSTRUCTION METHOD SEQUENCE
6 PRODUCTION amp DELIVERY SEQUENCE
7 QUALITY CONTROL amp ASSURANCE
8 COST COMPARISONFAST amp EASY (CONVENTIONAL vs HC PRECAST SYSTEM)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
11 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECTURAL DEMANDS
13 PRECAST ELEMENT
14 FACTORY CAPACITY
15 COMPLETED PROJECTS
16 PATENTED
17 INTERNATIONAL PUBLICATIONS
18 COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER
1 BENEFITS INDUSTRIAL BUILDING SYSTEM GREEN TECHNOLOGY
5
v) CONSULTANT
- ARCHITECT
( Flexibility amp Customized )
- CampS ( Construction Method Sequence )
- MampE ( Schematic Diagram of Shop Drawing )
- QS ( No Variation Order )
vi) SYSTEM PROVIDER
- IBSMANUFACTURE
- Payment Secure
vii) CONTRACTOR
- Payment Secure
i) COUNTRY
- 40 Labour Reduce
- Currency
- Social
ii) GOVERNMENT
- Quality
- Speed
- Environment
- Green Technology
iii) PRIVATE DEVELOPER
- Quality
- Speed
- Environment
- Green Technology
iv) END-USER
- Quality
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1 BENEFITS INDUSTRIAL BUILDING SYSTEM GREEN TECHNOLOGY
5
v) CONSULTANT
- ARCHITECT
( Flexibility amp Customized )
- CampS ( Construction Method Sequence )
- MampE ( Schematic Diagram of Shop Drawing )
- QS ( No Variation Order )
vi) SYSTEM PROVIDER
- IBSMANUFACTURE
- Payment Secure
vii) CONTRACTOR
- Payment Secure
i) COUNTRY
- 40 Labour Reduce
- Currency
- Social
ii) GOVERNMENT
- Quality
- Speed
- Environment
- Green Technology
iii) PRIVATE DEVELOPER
- Quality
- Speed
- Environment
- Green Technology
iv) END-USER
- Quality
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
2 PROPOSE TO GOVERNMENT amp PRIVATE DEVELOPER
Invite industrialized building system provider with manufacturing facility (flexibility to suit all architectural
demands) to participate to built the show unit with work below and superstructure without finishing for the
Government amp Private Developer to identify the system in terms of quality speed and environment for
supply in its development ----------------------------------------------------------------------------------------------------------------------------------------------------
1 Architect
bull Appointed by the Government amp Private Developer
bull Design of single storey bungalow of 1000 ft2 (affordable home) up to superstructure without finishing
bull With MampE requirement
bull Wall finishing with plaster or skim coat only
bull Door and window frame included except door leave
bull Ground floor without tiling
2 Industrialized building system manufacturer have formed their BQ for superstructure
(in terms of wall area) and to submit work program with sequence of work for record purposes
3 Proper record by the Government amp Private representative during construction in terms of labour and
machinery involved per day up to completion (superstructure only)
4 Conquas or QLassic consultant ( 2 ) engaged by the Government amp Private Developer
5 Cost Comparison for each Industrialized Building System Manufacturer by the Government amp Private
Developer (for superstructure only) Cost will be fixed for the selected manufacturer and supply to its
development
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
3 RM 9000(m2)RM 90000(m3)
SUPERSTRUCTURE (FRAME amp WALLS)
1 ISO 9001 2008
2 Design Calculation
3 PE Endorsement
4 MampE Shop Drawing
5 Supply amp Lay
6 Flexibility Suit Architectural Demands
7 Customized
8 Quality Control amp Assurance
9 Speed as Required
10 No Leaking
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
31 RM 9000(m2)RM 90000(m3)
Scope of Work for Superstructure Included -
- Superstructure design calculation - Supply amp Install - Setting out (panel) - TBM for each block amp 4 + 2 Boundary point per unit (must )be provided - Mobile crane
- Shop drawing for MampE location layout related to panel wall casting (Subject to client consultant confirmation) Excluded -
- Substructure design by others - Supply amp install metal door amp window frame - Supply amp install MampE conduit - Skim coat - Storage yard at project site 50mm thick crusher-run base - Access road at project site - Temporary water amp electricity supply - Quarters for workers - Security at site for our material amp system formworks - Contractor all Risks Insurance
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4 INDUSTRIALISED BUILDING SYSTEM CONCEPT
a) CONVENTIONAL METHOD
i) ARCHITECT ( 2D layout plan amp Elevation )
ii) CampS ( 2D layout plan amp Structural detail )
iii) MampE ( 2D Superstructure drawing amp schematic diagram )
iv) QS ( Bill Of Quantity )
b) GREEN TECHNOLOGY 40 LABOUR REDUCE
- Approval By Client Confirmation amp Endorsement By Consultant
c) SYSTEM PROVIDER IBSMANUFACTURE
- Flexibility to suit Architectural CampS demands
- While taking care of water leakage
- Comply building by law
- In proper connections
- Less joint improve aesthetic appearance
i) ARCHITECT iii) MampE Schematic diagram
- 2D layout - Shop drawing
- 3D drawing
ii) CampS Superstructure - iv) QS
- Frame amp Wall ( 2D amp 3D layout detail of - No variation order (vo)
precast element amp offon site work ) - 3D Superstructure drawing
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Single Storey
- i1) ARCHITECT DRAWING Layout Plan
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Single Storey
- i2) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Single Storey
- ii1) CampS DRAWING Footing Foundation Gr Flr amp Roof Layout Plan
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Single Storey
- ii2) CampS DRAWING Gr Beam Structural detail
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Single Storey
- iii1) MampE DRAWING Layout amp Schematic Diagram
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double storey
- i1) ARCHITECT DRAWING GrFlr Layout Plan
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double storey
- i2) ARCHITECT DRAWING 1st Flr Layout Plan
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double Storey
- i3) ARCHITECT DRAWING Roof Plan
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double Storey
- i4) ARCHITECT DRAWING Elevation
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double Storey
- i5) ARCHITECT DRAWING Section Plan
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4a CONVENTIONAL METHOD Double Storey
- i6) ARCHITECT DRAWING Section Plan
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 1 Approval by Client Confirmation amp Endorsement by Consultant
86 Precast Element at Factory
14 Wet work on site (by System Formwork)
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 2 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 3 Approval by Client Confirmation amp Endorsement by Consultant
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4b GREEN TECHNOLOGY 40 LABOUR REDUCE
- 4 Approval by Client Confirmation amp Endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- i1) ARCHITECT Layout Plan
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- i2) ARCHITECT Layout 3D Wall amp Column
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- ii1) CampS Layout Plan 3D Wall amp Column Schedule
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- ii2) CampS Gr Flr Column Roof Beam amp Patty Wall Layout Plan
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- ii3) CampS Raft Foundation Column amp Beam details
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- ii4) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- iii1) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- iii2) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- iii3) MampE Shop drawing confirmation amp endorsement by Consultant
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Single Storey
- iii4) MampE Schematic Diagram Panel List amp Layout Plan
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i1) ARCHITECT 3D drawing
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i2) ARCHITECT Gr Flr Layout 3D drawing Wall amp Beam
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i3) ARCHITECT 1st Flr Layout amp 3D Slab Flr Plan
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i4) ARCHITECT 1st Flr Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia1) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia2) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia3) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia4) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia5) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia6) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia7) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- ia8) ARCHITECT Roof Patty Wall Layout 3D Wall amp Column
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER Double Storey
- i6) CampS Panel List Structural detail amp Layout with numbering
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp System Formwork detail
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- In-situ Toilet amp Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantiliver Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp Cantilever Corridor Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Half Slab amp External Mould by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit Laying before BRC amp Casting
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- BRC Laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- 1St Floor Slab Casting amp Level Checking
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Finishing Product 1St Floor Slab
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Up Stand Beam by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing Ducting
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Plumbing installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Toilet in-situ by System Formwork
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Temporary plumbing ducting laying
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Conduit laying before casting
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
Manufacturer and system
supplier of the element is
the BEST and MOST
EXPERIENCED installer
of the provided building
precast element
The same concept applies
when we buy computer
and hardware
Eliminate improper
handling installation by
3rd party contractors
4c SYSTEM PROVIDER IBSMANUFACTURER
- Recommended Installation
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- No Variation Order (VO) 3D Superstructure drawing
Absolutely no Variation Order (VO) due to -
- No material wastage (minimal concreting at site)
- Accurate estimation by 3D drawing of building
precast elements (wall beam staircase amp partition )
compared to bricks reinforcement work and
concreting at site
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 1
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
4c SYSTEM PROVIDER IBSMANUFACTURER
- Cork Joint for Split Level amp Specification 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
5 CONSTRUCTION METHOD SEQUENCE
- i) Construction Method
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
5 CONSTRUCTION METHOD SEQUENCE
- ii) Setting Out
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
5 CONSTRUCTION METHOD SEQUENCE
- iii) Leveling Check list
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
5 CONSTRUCTION METHOD SEQUENCE
- iv) Expanding Cement Motar
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
5 CONSTRUCTION METHOD SEQUENCE
- v) In-Situ Column with Precast Beam Installation
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
6 PRODUCTION amp DELIVERY SEQUENCE
61 -Logistic Option Before Production
62 -Panel Casting
63 -Panel Lifting
64 -Bay Yard Storage
65 -Panel Storage Yard
66 -External Transport
67 -Project Site Storage Yard
68 -Project Site Internal Transport
69 -Project Site Block Storage
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
61 LOGISTIC OPTION (BEFORE PRODUCTION)
i) Option 1 -
- Bay yard (factory) to block yard (project site)
ii) Option 2 -
- Bay yard (factory) to site yard (project site)
iii) Option 3 -
- Storage yard (factory) to block yard (project site)
iv) Option 4 -
- Storage yard (factory) to site yard (project site)
Notes
a) ClientConsultantMain Contractor need to choose which
option to be used before production
b) Rate for RM 900m3 includes for option 1 amp 3
c) An additional of RM 30m3 to be charged for option 2 amp 4
d) Crusher run base to be provided at site yard for option 1- 4
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
61 OPTION 1
- BAY YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
61 OPTION 2
- BAY YARD (FACTORY) TO SITE YARD (PROJECT SITE)
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
61 OPTION 3
- STORAGE YARD (FACTORY) TO BLOCK YARD (PROJECT SITE)
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
61 OPTION 4
- STORAGE YARD (FACTORY) TO SITE YARD (PROJECT SITE)
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
62 PANEL CASTING
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
63 PANEL LIFITING
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
64 BAY YARD STORAGE
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
65 PANEL STORAGE YARD
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
66 EXTERNAL TRANSPORT
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
67 PROJECT SITE STORAGE YARD
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
68 PROJECT INTERNAL TRANSPORT
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
Rebound Hammer test carried out
daily amp on selected Panel
7 QUALITY CONTROL amp ASSURANCE
Ready Mixed Concrete Concrete Grade to comply Engineerrsquos requirements
- Slump Test carried out on every delivery
- Cube Test taken for every 20m3
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
71 QUALITY CONTROL amp ASSURANCE
- Lifting Of Panel only after minimum 18 hours or as specified by Engineer
- Panel stored at stock yard for 7 days or as specified by Engineer curing before delivery to site
- Panel stack individually as apposed to one on top another to prevent cracks
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
8 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
81 COST COMPARISONFAST amp EASY
- CONVENTIONAL vs HC PRECAST SYSTEM
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
82 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
83 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
84 COST COMPARISONFAST amp EASY
- CONVENTIONAL Vs HC PRECAST SYSTEM
Semi-D House Single Storey (SuperstructureFrame amp Wall)
Conventional Original Design HC Precast System
(Current Rate ndash July 2014) (Current Rate ndash July 2014)
RM 12743m2 Vs RM 9000m2
RATE CAN BE CHECKED amp CHANGE BY YOU
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
85 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
86 COST COMPARISONFAST amp EASY
- COMPARE OUR SYSTEM PRICE Superstructure (frame amp wall)
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
9 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
91 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
92 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
93 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
94 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
95 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
96 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
97 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
98 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
99 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
910 DESIGNED BY YOU PRODUCED BY HC PRECAST SYSTEM
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 1
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
10 SYSTEMATIC PRODUCTION DELIVERY amp WORK PROGRAM
300 UNITS SINGLE STOREY SEMI-D
PRODUCTION DELIVERY WORK PROGRAM
amp
INSTALLATION SCHEDULE
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
11 PERCENTAGE ON SITE amp OFF SITE WORK
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
111 PERCENTAGE ON SITE amp OFF SITE WORK
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
112 PERCENTAGE ON SITE amp OFF SITE WORK
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
113 PERCENTAGE ON SITE amp OFF SITE WORK
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
114 PERCENTAGE ON SITE amp OFF SITE WORK
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
12 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
121 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
122 FLEXIBILITY SUIT ARCHITECT DEMANDS
- MODULAR MOULD amp SHEAR KEYS
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
13 PRECAST ELEMENT
131 WALL PANEL CUSTO MIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMNPRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 PRECAST STAIRCASE 1
135a PRECAST STAIRCASE 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
131 WALL PANEL CUSTOMIZED
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
132 COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
132a COLUMN WET JOINT WITH SHEAR KEYS
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
132a COLUMN WET JOINT WITH SHEAR KEYS
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
132b PRECAST PANEL WITH SHEAR KEYS
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
133 IN-SITU COLUMN PRECAST BEAM WITH SHEAR KEYS
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
134 HALF SLAB
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
134a HALF SLAB CASTING
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
135 STAIRCASE 1
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
135a STAIRCASE 2 ( in-situ landing slab support )
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
136 BAY WINDOW
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
136a PRECAST PANEL WITH GROVE LINE
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
137 ARCH 1
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
137a ARCH 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
137b ARCH 3
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
14 FACTORY CAPACITY 21 ACRES
Existing production 8 acres 1800 to 2500 units
of single storey (1000 ft2) per year
Future development 13 acres 2500 to 3500 units of
single storey (1000 ft2) per year
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
15 COMPLETED PROJECTS
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154 - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
1510 - 118 units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey at Rasa Factory
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
151 - 42 units 3amp5 Storey Shop Office at Andalas Klang
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
152 - 156 units Single Storey Terrace House at Kota Puteri
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
153 - 7 units Single Storey Shop Lots at Kota Puteri
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
154a - 10 units Exco Bungalows Selangor at Shah Alam
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
154b - 10 units Exco Bungalows Selangor at Shah Alam
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
154c - 10 units Exco Bungalows Selangor at Shah Alam
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
154d - 10 units Exco Bungalows Selangor at Shah Alam
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
155 - 112 units Single Storey Terrace at Kota Puteri
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
155a - 112 units Single Storey Terrace at Kota Puteri
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
156 - 119 units Double Storey Terrace House at Shah Alam
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
157 - 88 units Semi Detached Low at Bukit Botak
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
157a - 88 units Semi Detached Low at Bukit Botak
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
157b - 88 units Semi Detached Low at Bukit Botak
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
158 - 119 units Single Storey Terrace at Bernam Jaya
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
159 - 34 units Semi Detached House at Shah Alam
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
159a - 34 units Semi Detached House at Shah Alam
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
159b - 34 units Semi Detached House at Shah Alam
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1510 - 118 Units Double Storey Terrace House at Kota Puteri
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1510a - 118 Units Double Storey Terrace House at Kota Puteri
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1510b - 118 Units Double Storey Terrace House at Kota Puteri
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1511 - Show Unit Single Storey House at Rasa Factory
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1511a - Show Unit Single Storey House at Rasa Factory
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1511b - Show Unit Single Storey House at Rasa Factory
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1511c - Show Unit Single Storey House at Rasa Factory
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
1512 - Training Unit Double Storey House at Rasa Factory
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
16 PATENTED UNITED STATE US 6819870B2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
161 PATENTED MALAYSIA MY - 124213-A IN 2006
MY - 139712-A IN 2009
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
17 INTERNATIONAL PUBLICATIONS
171 USA -
- Jerome P Lynch 2013
172 PORTUGAL -
- 15th World Conference 2012
173 GERMANY -
- CPI 2011
174 MALAYSIA -
- EARTHQUAKE
RESISTANCE TEST UTM 2011
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
ldquo Earthquakes and Structures ldquo
(Impact Factor 2012 = 1381
One of the highest among other
structural earthquake engineering journals
indexed by Journal Citations Reportsreg ISI Thomson Reuters)
171 USA Jerome PLynch - 2013
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
172 PORTUGAL 15TH WORLD CONFERENCE - 2012
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
172a PORTUGAL 15TH WORLD CONFERENCE - 2012
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
173 GERMANY CPI - 2011
Malaysia IBS Company Article Appear In CPI Worldwide Journal
In 8 Different Languages (Based In GERMANY)
1 US
2 UK
3 Germany
4 French
5 Italian
6 Spanish
7 Portuguese
8 Indian
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
173a GERMANY CPI - 2011
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
EARTHQUAKE RESISTANCE
TEST OF SCALED DOWN
DOUBLE STOREY BUILDING BY
HC PRECAST SYSTEM IN
COLLABORATION WITH UTM
JOHOR BASED ON 8 MAJOR
EARTHQUAKES IN THE WORLD
174 BUILDING amp INVESTMENT - 2011
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
174a BUILDING amp INVESTMENT - 2011
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
18 COLLABORATION WITH AGENCY
181 - UTM
181a - UTM CERTIFICATE
182 - UITM
183 - CREAMCIDB
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
181 COLLABORATION WITH AGENCY
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
181a COLLABORATION WITH AGENCY
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
182 COLLABORATION WITH AGENCY
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
183 COLLABORATION WITH AGENCY
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
183a COLLABORATION WITH AGENCY
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
184b COLLABORATION WITH AGENCY
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
19 INDEPENDENT CHECKER ndash 1
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
191 INDEPENDENT CHECKER ndash 2amp3
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
192 INDEPENDENT CHECKER ndash 4amp5
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
DESIGNED BY YOU
PRODUCED BY
HC PRECAST SYSTEM
THANK YOU
PART 2
