DO NOT SCALE FROM THIS DRAWING THIS DRAWING IS SUBJECT TO COPYRIGHT
AutoCAD SHX Text
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK
AutoCAD SHX Text
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE
AutoCAD SHX Text
09/09/2015
AutoCAD SHX Text
FK
AutoCAD SHX Text
--
AutoCAD SHX Text
A3
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
P1
AutoCAD SHX Text
09/09/15
AutoCAD SHX Text
INITIAL ISSUE
AutoCAD SHX Text
KEY
AutoCAD SHX Text
NEW LOAD BEARING STUD PARTITION
AutoCAD SHX Text
NEW LOAD BEARING BRICKWORK
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
NEW LOAD BEARING CONCRETE WALL
AutoCAD SHX Text
NEW NON LOAD-BEARING STUD WALL
AutoCAD SHX Text
NEW LOAD BEARING BLOCKWORK
AutoCAD SHX Text
NOTES: : 1.UNDERPINS WILL NOT BE STABLE WHILST UNDER UNDERPINS WILL NOT BE STABLE WHILST UNDER CONSTRUCTION. CONTRACTOR MUST PROVIDE ADEQUATE LATERAL SUPPORT TO ALL PINS UNTIL BASEMENT SLAB HAS BEEN CAST. 2.BELOW GROUND WATERPROOFING AND DRAINAGE BY BELOW GROUND WATERPROOFING AND DRAINAGE BY OTHERS. 3.CATNIC STRONGHOLD SWC STAINLESS STEEL WALL CATNIC STRONGHOLD SWC STAINLESS STEEL WALL STARTER KITS. POSITION AT JUNCTIONS OF EXISTING MASONRY WALL AND NEW MASONRY. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. FULLY EMBED TIES IN MORTAR JOINTS. 4.NON COMPRESSIBLE WATER RESISTANT CEMENTITIOUS NON COMPRESSIBLE WATER RESISTANT CEMENTITIOUS BOARD LINER TO BACK OF ALL UNDERPIN SUPPORTING PARTY WALLS.
DESCRIPTIONDATE
REV
DESCRIPTIONDATEDATEREV DESCRIPTION REV
FIDEL KARIM
STRUCTURAL
DRAWINGS
---
UNDERPIN SECTIONS
S/01 P1
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
50 BLINDING
AutoCAD SHX Text
FINISHES AND TANKING TO ARCHITECTS DETAILS
AutoCAD SHX Text
FINISHES ZONE
AutoCAD SHX Text
EXISTING FOOTING TO BE TRIMMED
AutoCAD SHX Text
CEILING ZONE
AutoCAD SHX Text
3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
EXISTING STRUCTURE
AutoCAD SHX Text
NON COMPRESSIBLE WATER RESISTANT CEMENTITIOUS BOARD LINER TO BACK OF ALL UNDERPIN SUPPORTING PARTY WALLS
AutoCAD SHX Text
BACK OF REINFORCED CONCRETE UNDERPIN TO BE FLUSH WITH BACK OF EXISTING BRICKWORK WALLS
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
GA/01
AutoCAD SHX Text
1
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
ADJACENT
AutoCAD SHX Text
FFL
AutoCAD SHX Text
GROUND FLOOR
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
50 BLINDING
AutoCAD SHX Text
FINISHES AND TANKING TO ARCHITECTS DETAILS
AutoCAD SHX Text
FINISHES ZONE
AutoCAD SHX Text
EXISTING FOOTING TO BE TRIMMED
AutoCAD SHX Text
CEILING ZONE
AutoCAD SHX Text
FLOOR FINISHES TO ARCHITECTS DETAILS
AutoCAD SHX Text
3:1 SHARP SAND : CEMENT MIX. ENSURE DRY PACK IS WELL RAMMED IN WITH ALL VOIDS FILLED
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
EXISTING STRUCTURE
AutoCAD SHX Text
NON COMPRESSIBLE WATER RESISTANT CEMENTITIOUS BOARD LINER TO BACK OF ALL UNDERPIN SUPPORTING PARTY WALLS
AutoCAD SHX Text
BACK OF REINFORCED CONCRETE UNDERPIN TO BE FLUSH WITH BACK OF EXISTING BRICKWORK WALLS
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
GA/01
AutoCAD SHX Text
2
AutoCAD SHX Text
PROPERTY
AutoCAD SHX Text
ADJACENT
AutoCAD SHX Text
FFL
AutoCAD SHX Text
BASEMENT
AutoCAD SHX Text
EXISTING TIMBER STRUCTURE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
PAPER SIZE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DO NOT SCALE FROM THIS DRAWING THIS DRAWING IS SUBJECT TO COPYRIGHT
AutoCAD SHX Text
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK
AutoCAD SHX Text
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE
AutoCAD SHX Text
09/09/2015
AutoCAD SHX Text
FK
AutoCAD SHX Text
--
AutoCAD SHX Text
A3
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
P1
AutoCAD SHX Text
09/09/15
AutoCAD SHX Text
INITIAL ISSUE
DESCRIPTIONDATE
REV
DESCRIPTIONDATEDATEREV DESCRIPTION REV
FIDEL KARIM
STRUCTURAL
DRAWINGS
---
CONST. SEQ. FOR A TYPICAL UNDERPIN SECTION
MS/01 P1
AutoCAD SHX Text
STAGE 2 EXCAVATE TO FORM UNDERPIN
AutoCAD SHX Text
STAGE 3 CONCRETE BASE OF UNDERPIN
AutoCAD SHX Text
STAGE 5 STRIKE SHUTTER WHEN CONCRETE HAS GAINED SUFFICIENT STRENGTH, DRYPACK, TRIM - OFF PROJECTING FOOTING, RE-PROP UNTIL BASEMENT SLAB IS CAST.
AutoCAD SHX Text
STAGE 6 COMMENCE EXCAVATION OF CENTRAL BERM. ONCE EXCAVATION IS 500mm ABOVE FORMATION LEVEL INSTALL SUPER SLIM SOLDIER ACROSS SITE AT LOW LEVEL.
AutoCAD SHX Text
STAGE 4 ERECT SHUTTER CONCRETE STEM OF UNDERPIN
AutoCAD SHX Text
STAGE 0 EXISTING CONDITION
AutoCAD SHX Text
STAGE 1 GENERAL LEVEL REDUCTION
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
PAPER SIZE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DO NOT SCALE FROM THIS DRAWING THIS DRAWING IS SUBJECT TO COPYRIGHT
AutoCAD SHX Text
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK
AutoCAD SHX Text
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE
AutoCAD SHX Text
09/09/2015
AutoCAD SHX Text
FK
AutoCAD SHX Text
--
AutoCAD SHX Text
A3
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
P1
AutoCAD SHX Text
09/09/15
AutoCAD SHX Text
INITIAL ISSUE
DESCRIPTIONDATE
REV
DESCRIPTIONDATEDATEREV DESCRIPTION REV
FIDEL KARIM
STRUCTURAL
DRAWINGS
---
CONST. SEQ. FOR A TYPICAL UNDERPIN SECTION
MS/02 P1
AutoCAD SHX Text
STAGE 7 COMPLETE EXCAVATION TO FORMATION LEVEL
AutoCAD SHX Text
STAGE 8 CAST BASEMENT SLAB AND LET CURE
AutoCAD SHX Text
STAGE 9 ALL PROPS REMOVED
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
PAPER SIZE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DO NOT SCALE FROM THIS DRAWING THIS DRAWING IS SUBJECT TO COPYRIGHT
AutoCAD SHX Text
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE DIMENSIONS BEFORE COMMENCING ANY WORK
AutoCAD SHX Text
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS AND LEVELS TO BE CONFIRMED BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE
![triptico productos 20 06 05 V2 ES EN-WEB - Nortpaletnortpalet.com/img/cms/DESCARGAS/NORTPALET_2018_EN_ES.pdfLOGIC 0806-R 0,90 Kg [2.0 lb] LOGICPRO 0806-R 0,90 Kg [2.0 lb] SMARTPRO](https://img.pdfslide.tips/doc/110x75/5f81f4dd9a3ce138a66c6005/triptico-productos-20-06-05-v2-es-en-web-logic-0806-r-090-kg-20-lb-logicpro.jpg)
![h b - derev-grad.ru · ZlZ \\_^_gby 1 ^_dZ[jy 1998 ]h^Z GZklhysb_](https://img.pdfslide.tips/doc/110x75/5ed91d826714ca7f47692d6b/h-b-derev-gradru-zlz-gby-1-dzjy-1998-hz-gzklhysb-.jpg)
