KAKAR MAUSOLEUM CONSTRUCTION DRAWINGS SET … · 2020. 8. 11. · 10/03/2016 یﺭﻭﻧ ... 20 a401 stair details 021 a402 stair deatls 22 a403 ramp details 23 a404 tomp details

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ديزاين شده توسط:مالحظه شده توسط:تصويب شده توسط:

فرمايش دهنده:

اسم صفحه:

انجنير سليم رفيق10/03/2016

انجنير مصطفی نوریانجنير مصطفی نوری

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COVER SHEET

G000 @ A3

DRAWINGS LIST

ITEM SHEET NUMBER SHEET NAME1 G000 COVER SHEET2 G01 TYPICAL ABBREVIATION & ARCHITECTURAL GENERAL NOTES3 C01 EXISTING AND DEMOLITION SITE PLAN4 C02 PROPOSED SITE PLAN MAUSOLEUM6 A101 GROUND FLOOR REFERENCE PLAN7 A102 GROUND FLOOR PLAN8 A103 ROOF PLAN9 A104 ROOF PLAN 110 A105 GROUND FLOOR REFLECTED CEILLING PLAN11 A106 FIRST FLOOR REFLECTED CEILLING PLAN12 A201 ELEVATION13 A202 ELEVATION14 A203 ELEVATION15 A204 ELEVATION16 A301 SECTION A-A17 A302 SECTION B-B18 A303 SECTION C-C19 A304 SECTION D-D20 A401 STAIR DETAILS021 A402 STAIR DEATLS22 A403 RAMP DETAILS23 A404 TOMP DETAILS24 A405 BRICK SCREEN SUPPORT DETAILS25 A406 BRICK SCREEN SUPPORT DETAILS26 A501 WALL SECTIONS28 A502 WALL SECTIONS29 A503 WALL SECTIONS

KAKAR MAUSOLEUMLAGHMAN PROVINCECONSTRUCTION DRAWINGS SET SUBMISSION

1. ALL DIMENSIONS ARE TO THE STUD FACE OF PARTITIONS, FACE OF MASONRY, FACE OF CONCRETE, OR CENTERLINE OF STRUCTURAL STEEL, UNLESS OTHERWISE NOTED.

2. AROUND ALL EXPOSED PIPES, CONDUIT OR DUCTS, INSTALL ENCLOSURES OF THE SAME MATERIAL AND FINISH AS ADJACENT WORK, UNLESS OTHERWISE NOTED.

3. PROVIDE ALL NECESSARY SUPPORTS, BLOCKING, ANCHORAGE, AND BRACING FOR LIGHT FIXTURES, MECHANICAL EQUIPMENT, PIPING, DUCTS, DOOR TRACK ASSEMBLIES,PANELS, DRAPERIES, BLINDS, ETC.

4. FINISHES SHOWN ON DRAWINGS TO EXTEND OVER, UNDER, AND BEHIND CABINETS, COUNTERS, EQUIPMENT, FURNISHINGS, RACKS, AND FIXTURES UNLESS OTHERWISE INDICATED.

5. MAKE TRANSITION OF FLOOR FINISH AT CENTER LINE OF CLOSED DOOR. FLASH PATCH AS REQUIRED UNDER ADJACENT FLOOR FINISHES TO PROVIDE LEVEL, SMOOTH TRANSITION.

6. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. FIELD CONDITIONS NOT AGREEING WITH CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE OWNERS'/ ARCHITECT'S ATTENTION PRIOR TO BEGINNING WORK. CHANGE ORDER EXTRAS FOR WORK DONE, WHICH IS EITHER NOT SHOWN ON THE DRAWINGS. OR AS DESCRIBED IN THE SPECIFICATIONS, OR AT VARIANCE BECAUSE OF FIELD CONDITIONS, MUST RECEIVE PRIOR APPROVAL FROM OWNER.

7. CONTRACTORS SHALL NOT SCALE DRAWINGS. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL WORK NECESSARYFOR A COMPLETE INSTALLATION WHETHER SUCH WORK IS OR IS NOT INDICATED ON THE DRAWINGS OR SPECIFICATIONS.

9. ALL REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED IN FOUR (4) COPIES TO THE ARCHITECT AND ONE (1) COPY SENT DIRECTLY TO THE OWNER.

10. ALL MANUFACTURED ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

11. ALL SURFACES DAMAGED BY CONSTRUCTION SHALL BE REPAIRED PATCHED OR REFINISHED TO MATCH THEIR ADJACENT MATERIALS, AND/OR REPLACED EQUAL TO ORIGINAL STATE PRIOR TO COMMENCEMENT OF WORK, UNLESS OTHERWISE INDICATED ON DRAWINGS.

12. JOB SITE AREAS SHALL BE MAINTAINED IN A CLEAN AND ORDERLY MANNER AT THE END OF EACH DAY'S WORK.

13. WARRANTIES, GUARANTEES AND MANUFACTURER'S INSTRUCTIONS ON EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GIVEN TO THE OWNER.

14. ALL WORK SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, COUNTY AND STATE CODES.

15. NO CONTRACTOR OR SUB-CONTRACTOR ADVERTISING SHALL BE INSTALLED ON THE SITE EXCEPT AS APPROVED BY THE OWNER.

16. ALL WOOD PRODUCTS USED SHALL BE FIRE-RETARDANT TREATED IN ACCORDANCE WITH AWPA C-20 AND AWPA C-27.17. CONTRACTOR SHALL PAY FOR ALL FEES REQUIRED TO OBTAIN ALL NECESSARY PERMITS, OTHER THAN BUILDING PERMITS AND LICENSES FOR THE INSTALLATION OF WORK INDICATED. BUILDING PERMIT AND SITE PLAN APPROVALS ARE BY OWNER, GC RESPONSIBLE TO OBTAIN PERMITS AND AUTHORIZATIONS FROM THE STATE AND LOCAL JURISDICTIONS FOR DELIVERIES, REFUSE STORAGE/ REMOVAL, TEMPORARY SERVICE DISCONNECT.

18. THE FIRE RATING OF ALL EXISTING RATED CONSTRUCTION SHALL BE MAINTAINED.

19. WHERE THE WORDS "PATCH", "MATCH", "REPLACE", "RELOCATE" AND THE LIKE ARE USED, SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT COLORS, TEXTURES AND FINISHES OF DISTURBED AREAS SHALL MATCH IN ALL RESPECTS. REPLACE IS DEFINED AS REMOVE EXISTING AND INSTALL NEW INCLUDING ALL APPROPRIATE WITH MATCHING OF COMPATIBLE EQUIPMENT OR MATERIAL AS SHOWN, SPECIFIED OR REQUIRED FOR COMPLETE INSTALLATION. RELOCATE IS DEFINED AS TEMPORARILY REMOVE AND STORE IN THE FILED AND REINSTALL WITH MATCHING OF COMPATIBLE EQUIPMENT OR MATERIAL AS SHOWN, SPECIFIED OR REQUIRED FOR COMPLETE INSTALLATION.

20. ALL FINISH WORK IS TO BE EXECUTED TO BUILDING STANDARD QUALITY, OR GREATER.

21. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOBUNLESS OTHERWISE NOTES OR SHOWN.

22. THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS. WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS, HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.

23. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS:-IBC INTERNATIONAL BUILDING CODE, 2012 EDITION.-ALL APPLICABLE CODES OF AFGHANISTAN, ORDINANCES AND REGULATIONS.-IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS OR RECOMMENDATIONS.

24. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTES.

25. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS.

26. GENERAL CONTRACTOR SHALL DISPOSE OF DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.

27. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF CONFLICT. THE GC WILL SUBMIT REPORT TO OWNER'S REPRESENTATIVE IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM OWNER'S REPRESENTATIVE REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY.

28. PROTECT ALL SURFACES DURING CONSTRUCTION.

ABV ABOVEAC AIR CONDITIONINGACOUS ACOUSTICADJ ADJUSTAFF ABOVE FINISH FLOORALT ALTERNATE (IVE)ALUM ALUMINUMAP ACCESS PANELAPPROX APPROXIMATEAPT APARTMENTARCH ARCHITECT(URAL)ASPH ASPHALTAUTO AUTOMATICBD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLW BELOWBM BEAMBRK BRICKBSMT BASEMENTBW BOTH WAYSCG CORNER GUARDCJ CONTROL JOINTCLG CEILINGCLO CLOSETCLR CLEAR(ANCE)CM CENTIMETERCMT CERAMIC MOSAIC UNITCMU CONCRETE MASONRY UNIT COL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT (OR)COORD COORDINATE (ION)CORR CORRIDORCPT CARPETCT CERAMIC TILECTR CENTER, COUNTERCTSK COUNTERSUNKCTSP CERAMIC TILE START POINTCU FT CUBIC FOOTD DEPTHDEMO DEMOLITIONDET DETAILDF DRINKING FOUNTAINDHQ DIVISIONAL HEADQUARTERSDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING(S)E EASTEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC, ELECTRICALELEV ELEVATORENT ENTRYEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEW EACH WAYEWC ELECTRIC WATER COOLEREXH EXHAUSTEXIST EXISTINGEXP EXPAND (D), EXPANSION, EXPOSEDEXT EXTERIORFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISH(ED)FIXT FIXTURE FL FLOORFLEX FLEXIBLEFLUOR FLUORESCENTFR FRAMEFT FEETGA GAUGEGAL GALVANIZEDGC GENERAL CONTRACTORGL CLASS, GLAZINGGRD GRADEGYP BD GYPSUM WTYPBOARDH HEIGHT, HIGHH.B. HOSE BIBBHD HEAVY DUlYHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHT HEIGHTHVAC HEATING, VENTILATING

& AIR CONDITIONINGID INSIDE DIAMETERINCL INCLUDE (DING)INFO IINFORMATIONINSUL INSULATIONINT INTERIORINTM INTERMEDIATEJAN JANITORJT JOINTKO KNOCKOUTL LONG. LENGTHLBL LABELLAM LAMINATELAV LAVATORYLH LEFT HANDLLH LONG LEG HORIZONTKDLLV LONG LEG VERTICKDLT LIGHTLP LOW POINT

MAS MASONRYMAT MATERIALMAX MAXIMUMMECH MECANIC(AL)MEP MECHANICAL, ELECTRICAL

& PLUMBINGMET METALMFR MANUFACTURE (ER)MIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDN NORTHNIC NOT IN CONTRACTNO or # NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOA OUTSIDE AIR, OVERTYPOC ON CENTEROD OUTSIDE DMETEROPNG OPENINGOPP OPPOSITEOPP HD OPPOSITE HANDOSB ORIENTED STRAND BOARDPCF POUNDS PER CUBIC FOOTPL PROPERTY LINE, PLATE PLA PLASTICPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPNL PANELPNT PAINT (ED)PSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD PAPER TOWEL DISPENSERPTN PARTITIONPVC POLYVINYL CHLORIDEQT QUARRY TILER RADIUS, STAIR RISERR/A RETURN AIRRCP REFLECTED CEILING PLANRD ROOF DRAINRE REFER TOREBAR REINFORCING BARREF REFERENCE (D)REINF REINFORCE (D) (ING)REL RELOCATE (D)REQ REQUIRE (S) (MENTS)RES RESILIENT, RESISTANTRET RETURN (D)REV REVISE (D), REVISION (5)RH RIGHT HANDRM ROOMRO ROUGH OPENINGS SOUTHSC SOLID CORESCHED SCHEDULEDSHT SHEETSIM SIMILARSPECS SPECIFICATIONSQ SQUARESS STAINLESS STEELSTC SOUND TRANMISSION CLASSSTD STANDARDSTL STEELSTRUCT STRUCTURESUSP SUSPEND (ED)SYM SYMMETRY (ICAL)SYS SYSTEMT TREADTEL TELEPHONET&G TONGUE AND GROOVETHK THICK(NESS)THR THRESHOLDTOC TOP OF CURB ELEVATIONTOF TOP OF FINISHTOS TOP OF SLAB (STRUCTURE)TOW TOP OF WTYPTPD TOILET PAPER DISPENSERTP TURNING POINTTYP TYPICALTSS TOP OF STRUCTURAL SLABUNO UNLESS NOTED OTHERWISEUR URINALU/S UNDERSIDEVB VAPOR BARRIERVCT VINYl COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVWC VINYL WTYPCOVERINGW WEST, WIDTH, WIDEW / WITHWC WATER CLOSETWD WOODW / O WITHOUTWP WATERPROOFWWF WELDED WIRE FABRICYD YARD@ AT< ANGLEØ DIAMETER

LEGEND:CONCRETE

REINFORCED CONCRETE (RCC)

BRICK MASONRY

SOIL

COMPACTED SOIL

RIGID INSULATION

WOOD FRAMING / BLOCKING

GYPSUME BOARD

INSULATION

GRAVEL

WATER PROOFING

NORTH ARROW

EXTERIOR ELEVATION

BUILDING SECTION

WTYP / DETAIL SECTION

PLAN DETAIL

COLUMN GRID

REVISION MARK

CENTERLINE

N

DET.SHT.

DET.SHT.

DET.SHT.

DET.SHT.

N0.

N0.

CL

FILLING MATERIALS

TOPOGRAPHIC LEVEL647.00

PROPOSED LEVEL±0.00

EXISTING LEVEL648.70

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TYPICAL ABBREVIATION& ARCHITECTURALGENERAL NOTES

G01 @ A3

TYPICAL ABBREVIATIONS: ARCHITECTURAL GENERAL NOTES:

7.40

647.

70

648.30

642.60642.90

643.20

644.40644.70

645.30645.60

645.90

646.20

646.80

647.

10

647.

40

647.70

640.80641.10641.40641.70

642.30

642.60

642.90

643.80

644.10

644.4

0

644.40

644.7

0

645.30

645.30645.60

645.90

646.20

646.80

647.10

647.40

647.

7064

7.70

647.70

646.20

647.10

647.40

647.70

648.

30

645.

30645.30

646.80

643.20

643.80

644.40

643.80

644.40

644.70

X = 610934.013 Y =

3819447.514Z = 642.915

Inside Corner

648.

00

643.50

645.00

646.50

642.00

643.5064

5.00

646.50

648.

00

646.50

648.00

645.

00

645.00

646.

50

643.50

643.50

645.00

K1

K1

K1

K1

K1

K1

K1

K1

K1

K1

K1

PROPOSED AREA FOR NEW BUILDING

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EXISTING ANDDEMOLITION SITE PLAN

C01 @ A3Scale: 1 : 500

EXISTING AND DEMOLITION SITE PLAN1

DEMOLITION KEYNOTES:

K1 TREES TO BE DEMOLISHED

DEMOLISH AND REMOVE EXISTING CONDITIONS AS SHOWN BY RED COLOR /OR AS NOTED, UNLESS OTHERWISE STATED. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS.

CONTRACTOR SHALL GET APPROVAL BY SITE ENGINEER PRIOR TO DEMOLITION.

CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS; EXISTING CONCEALED CONDITIONS AND CONNECTIONS ARE BASED UPON INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS.

CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM COMPONENTS AS NECESSITATED BY ACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO OWNER.

CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE SITE ENGINEER BEFORE CONSTRUCTION BEGINS.

IF ADDITIONAL WORK MAY BE NECESSARY DUE TO UNFORESEEN CONDITIONS (HIDDEN DAMAGE AND THE LIKE), DO NOT PROCEED WITHOUT THE SPECIFIC AUTHORIZATION OF THE SITE ENGINEER FOR THE AREA IN QUESTION.EXECUTION OF DEMOLITION SHALL PROGRESS IN SUCH A MANNER AS NOT TO INTERFERE WITH THE SAFETY AND CONVENIENCE OF THE PUBLIC AND THOSE AROUND THE SITE, AS WELL AS WALKWAYS, ROADS, OCCUPIED SPACES AND ADJACENT FACILITIES.

CONTRACTOR SHALL KEEP PREMISES CLEAN AT ALL-TIME ENSURING THAT THERE ARE NO LOOSE MATERIALS OR ITEMS WHICH MAY CAUSE INJURY.

THE DEMOLITION WORK SHALL INVOLVE INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATE SCOPE OF WORK, INCLUDING WORK ABOVE AND/OR BELOW THE FLOOR LEVEL WITHIN THE SCOPE. IT SHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (FIRE SPRINKLERS, PLUMBING, MECHANICAL, ELECTRICAL, COMMUNICATIONS, ETC). ANY SUCH WORK SHALL BE INCLUSIVE OF ALL STRUCTURES, UTILITIES, FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS. THE CONTRACTOR SHALL ALSO CHECK AND IDENTIFY ALL EXISTING WATER, SANITARY AND ELECTRIC LINES WHICH ARE TO REMAIN AND BE PROTECTED FROM DAMAGE DURING DEMOLITION AND ALTERATION OF WORK.

CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN REMOVING EXISTING ITEMS THAT ARE SCHEDULED TO BE RELOCATED AND/OR REUSED. PROTECT AND STORE THESE ITEMS ON SITE.

CONTRACTOR TO STORE AND PROVIDE SECURITY PROTECTION FOR ANY MATERIALS AND EQUIPMENT RELATED TO THE SCOPE OF WORK. LOSS OR DAMAGE OF THE CONTRACTOR EQUIPMENT NOT TO BE AT EXPENSES OF THE OWNER.IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY OWNER.

CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PENETRATING EXISTING WALLS OR FLOOR/CEILING SLABS SO STRUCTURAL INTEGRITY OF SUCH ELEMENTS IS NOT DEGRADED. THE CONTRACTOR SHALL RESTORE EXISTING SURFACES SCHEDULED TO REMAIN, PATCH AND MATCH SURFACES DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL PATCHING TO MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES, COURSING OF MASONRY, AND OTHER CHARACTERISTICS. THIS SHALL BE DONE AT THE TIME OF DAMAGE, TO THE SATISFACTION OF AND AT NO ADDITIONAL COST TO OWNER

DEMOLITION NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

N

QIBLA

01 02

03

09

07

08

04

0506

0606

06

0101

PHASE ONE

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PROPOSED SITE PLANMAUSOLEUM

C02 @ A3

Scale:PROPOSED SITE PLAN MAUSOLEUM

1 : 600

1N

QIBLA

KEY NOTES:01. TOILET| ABLUTION SPACE

02. MOSQUE

03. HALL

04. ASSEMBLY

07. KAKAR MAUSOLEUM

05. AMPHITHEATER

06. PICNIC AREA

08. RECEPTION OFFICE

09. PARKING LOT

C

A303

C

A303

2 3 4

11.56 6.35 7.90 6.25 7.800.48

1 6

11.35 25.70 3.28

A

B

C'

0.95

4.93

0.85

3.70

5.92

0.20

7.44

D

5

EXISTING BOUNDARY WALL

A

A301

A10201

A40303

A40102

647.15

647.05

647.20647.60

647.55

647.20

B

A302

5.94

10.6

1

27.8

3

+0.10

-1.10

-1.15

-1.50

-1.50

10.5

73.

402.

58

16.5

6

RAM

P=%

6 SL

OPE

1.60

04 A204

01 A201

02 A202

03 A203

UP

1.00

-1.55

-1.65

647.76

-1.02

LOCATION OF MASONRY ENCLOSED INTERIOR DOWNSPOUT FROM ROOF



200mm, WHITECOLORGRAVELAGGREGATE

100 mm, PCCCONCRETESIDEWALK


500X150X400mm,PRECASTCONCRETE CURB

REFERENCE LINE

REFERENCE LINE

2.13

1.81

1.92

EXISTING LOCATION OF TOMB

1.051.04

7.65

7.75

17.16 11.14

C648.80

0 1 2.5 5 10 20M

SCALE 1:200 نمبر صفحه:

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GROUND FLOORREFERENCE PLAN

A101 @ A3

Scale:GROUND FLOOR REFERENCE PLAN

1 : 200

1

QIB

LA

N

LEGEND:


SURVEY LEVEL648.70

A. DIMENSIONS ARE SHOWN IN M.

B. DO NOT USE PAINT MATERIALS CONTAINING MERCURIAL FUNGICIDES.

C. ALL EXTERIOR CONCRETE STOOPS TO SLOPE 1% AWAY FROM BUILDING.

D. COORDINATE ALL INTERIOR FINISHES AND COLORSWITH CONTRACTING OFFICER.

E. FINISH GRADES SHALL SLOPE AS REQUIRED TO DIRECT WATER AWAY FROM BUILDING.

NOTE:

C

A303

C

A303

2 3 41 6

A

B

C'

D

5

A

A301A

A301

B

A302

B

A302

D

A304

D

A304

01 A201

03 A203

04 A204

1.40

10.6

1

PCC CONCRETE SIDEWALK


WITHE COLOR GRAVELAGGREGATE

647.20

647.60

647.55

-1.10

-1.15

-1.50

UP11@580mm

1 2 3 4 5 6 7 8 9 10 11

4.60

5.58

0.51

0.44

5.89

10.6

60.

205.

924.

554.

930.

95

16.5

6

0.95 0.65

1.60

0.85

0.60

1.45

7.38

6.697.52

5.98

3.71

9.68

8.27 10.37 0.70

0.57 14.04 10.37

10.6

15.

53

A40401

A40501

3.36

1.04

1.15

1.15

1.15

1.22

0.20 6.35 7.90 6.25 4.45 3.35 0.48

25.70 3.28

28.98

(700x200)mm, RCC CONCRETE COLUMNS



02 A202

0.952.00

1.06 2.000.29

0.07+

EQEQ

EQEQ

EQEQ

2.102.102.102.102.102.102.102.101.60

0.48

(550X1200X20)mm,STONE GRAYCOLOR (400X1200X20)mm,

STONE GRAYCOLOR

0.66 18.55 3.04 0.66

10.40

C

0.55

EQEQ

EQEQ

EQEQ

EQ

GREEN AREA

GREEN AREA

RAM

P=%

6 SL

OPE

DN

648.80

+0.10

+0.10

648.80

647.15

-1.55

0 1 2.5 5 10M

SCALE 1:100

0.5

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GROUND FLOOR PLAN

A102 @ A3

Scale:GROUND FLOOR PLAN

1 : 100

01

QIB

LA

NLEGEND:


SURVEY LEVEL648.70

C

A303

C

A303

2 3 41 6

A

B

C'

D

5

0.20

6.35 7.90 6.25 4.45 3.35 0.48

3.2825.70

28.98

0.48

7.70

0.68

5.57

0.40

4.10 0.705.4

7

4.93

0.85

3.70

5.92

0.21

SLOPE=2% SLOPE=2%

SLOPE=

2%

A

A301A

A301

02 A202 0

4A2

04

B

A302

B

A302

D

A304

D

A304

8.18 6.65 8.08

22 GUGEGALVANIZED STEELFLASHING





01 A201

03 A203




C

SLOPE=2%

LOCATION OF MASONRY ENCLOSED INTERIOR DOWNSPOUT FROM ROOF1

OPEN AREA

UP TURNED BEAM (300X800)mm



UP

TUR

NED

BEA

M (3

00X

800)

mm


UP

TUR

NED

BEA

M (3

00X

800)

mm


0.41

5.53

10.6

1

16.5

6

2.13

0 1 2.5 5 10M

SCALE 1:100

0.5

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ROOF PLAN

A103 @ A3

Scale:ROOF PLAN

1 : 100

1

QIB

LA

N

LEGEND:


SURVEY LEVEL648.70

C

A303

C

A303

2 3 41 6

A

B

C'

D

5

A

A301A

A301

04 A204

B

A302

B

A302

D

A304

D

A304

0.186.250.18

6.61

0.67

3.88

0.68

4.56

SLOPE=2%


01 A201

02 A202

03 A203

04 A204

C

LOCATION OF MASONRY ENCLOSED INTERIOR DOWNSPOUT FROM ROOF1

0 1 2.5 5 10 20M

SCALE 1:200 نمبر صفحه:

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ROOF PLAN 1

A104 @ A3

Scale:ROOF PLAN 1

1 : 100

1LEGEND:


SURVEY LEVEL648.70

QIB

LA

N

2 3 41 6

A

B

C'

D

5

C

0.60

0.60

EQEQ

EQEQ

EQ

0 1 2.5 5 10M

SCALE 1:100

0.5

FIXTURESYMBOL

MODEL /CODEMANUFACTURERDESCRIPTION COLOR TEMPERATURETYPENO.

2

3

4

1

LIGHT FIXTURE SCHEDULE

IP55 LED STRIPS, 60 WATT, 12V DC, 220-240V, 50-60HZ.

PELSANIP55 LED STRIPS5985 2360TL5

5

WARM WHITE

APPLIQUES ISIGLAS 2 LED LIGHT, 2X7 WATT, 230V , 50-60HZ, IP44.

PELSAN OUTDOOR WALL MOUNTED1650LED

LED LED PROJECTOR PELSAN 5615400

WALL WASHER 109959PELSANCDM-T

ISLAMIC DECORATIVE LAMP

WARM WHITE

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GROUND FLOORREFLECTED CEILLING

PLAN

A105 @ A3

Scale:GROUND FLOOR REFLECTED CEILLING PLAN

1 : 100

1

QIB

LA

N

2 3 41 6

A

B

C'

D

5

7.52 8.08

∅200mm, STEELPIPE(STRUCTURALCOLUMN)

150mm,DOWNSPOUTPVC PIPE

1.84 3.00 3.00 3.00 3.00 3.00 3.00 3.00

5.052.47

4.60

C

1.00

0.50

EQEQ

EQ

4.422.102.102.102.102.102.102.102.47

1.87

1.45 1.43

0.68 2.00 0.67

0.50

0 1 2.5 5 10M

SCALE 1:100

0.5

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FIRST FLOORREFLECTED CEILLING

PLAN

A106 @ A3

Scale:FIRST FLOOR REFLECTED CEILLING PLAN

1 : 100

1

QIB

LA

N

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

234 16

0 ROOF654.15

5

5.55

1.75


1.50

5.45

3.35

0.35

10.6

5

(-1.50)

(+5.45)

(+8.80)

(±0.00)

0.20

6.357.906.254.453.350.48 28.98

0.20 0.20

0.55 0.48

6.078.206.638.08

EXPOSED RCC CONCRETE






OPENING

0.73

3.15

1.57

2.000.95


METAL SCREEN

EXT. PAINT OVER CEMENT PLASTER OVER MASONRY TYP.

HERAT WHITE MARBLE STONE OVER MASONRY SUBSTRATE

0 1 2.5 5 10M

SCALE 1:100

0.5

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ELEVATION

A201 @ A3

Scale:ELEVATION

1 : 100

01

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

A B C' D

0 ROOF654.15

EXPOSED RCC CONCRETE EXPOSED RCC CONCRETE

5.60

1.75

7.35

1.50

5.45

3.35

0.35

10.6

5

6.55

0.65

3.05

7.20


6.534.605.42

0.954.930.853.705.920.20

10.615.94

16.55

STEEL HANDRAIL

RAMP=%6 SLOPE





(-1.50)

(+5.45)

(+8.80)

(±0.00)

b

A403

C




0 1 2.5 5 10M

SCALE 1:100

0.5

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ELEVATION

A202 @ A3

Scale:ELEVATION

1 : 100

02

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

2 3 41 6

0 ROOF654.15

5

1.30

6.30

6.55

0.65

3.05








6.07 8.18 6.65 8.08

0.206.35 7.90 6.25 4.45 3.35 0.48

0.20 0.20

28.98

100mm, POLISHEDCONCRETE WITHSEALENT FINISHING

150mm, GRAVEL

1.50

5.45

3.35

0.35

10.6

5

(-1.50)

(+5.45)

(±0.00)

(+8.80)



HERAT WHITE MARBLE STONE OVER MASONRY SUBSTRATEHERAT WHITE

MARBLE STONE OVER MASONRY SUBSTRATE

0 1 2.5 5 10M

SCALE 1:100

0.5

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ELEVATION

A203 @ A3

Scale:ELEVATION

1 : 100

03

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

ABC'D

0 ROOF654.15

STEEL HANDRAIL

RAMP=%6 SLOPE

(-1.50)

(+5.45)

(±0.00)

(+8.80)

1.50

5.45

3.35

0.35

10.6

5

0.95 4.93 0.85 3.70 5.92 0.21

6.53 4.60 5.42

16.56









C




0 1 2.5 5 10M

SCALE 1:100

0.5

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ELEVATION

A204 @ A3

Scale:ELEVATION

1 : 100

04

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

2 3 41 6

0 ROOF654.15

5

0.20 6.35 7.90 6.25 4.45 3.350.48

6.07 8.18 6.65 8.08

28.98

EXISTING LAND EDGE

(±0.00)

(-1.50)

(+5.45)

(+8.80)

FILLING MATERIALSSLOPE DIFINATION( BRICK AGGREGATE)

200mm, RCC CONCRETESLAB SEE STRUCTURALDWG

3cm, PLASTER


25mm, GRAVEL

FILLING MATERIALS

CCOMPACTED SOIL


100mm, PCCCONCRETE SLOPEDIFINATION

200mm, RCC CONCRETESLAB SEE STRUCTURALDWG30mm, CEILINGPLASTER


3.05

7.65

1.50

5.45

3.35

0.35

10.6

5

VAPOR BARRIERMEMBRANE(PLASTICLAYERS)

A50101

LOCATION FOR LEDSTRIPS LIGHT

0.95

WATERPROOFINGROOFING MEMBRANE

100mm, PCC CONCRETE


5.45

A4071

0 1 2.5 5 10M

SCALE 1:100

0.5

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SECTION A-A

A301 @ A3

Scale:SECTION A-A

1 : 100

A

GROUND FLOOR648.70

GROUND LEVEL647.20

2346

0 ROOF654.15

5

(±0.00)

(-1.50)

(+5.45)

0.65

5.45

1.10

7.20

0.487.906.254.453.350.4822.91

30mm, CEILINGPLASTER


PCC CONCRETE SLOPEDIFINATIONE22 GUGE

GALVANIZED STEELFLASHING

3cm, PLASTER12cm, BRICKMASONRY WALL

12cm, BRICKMASONRY WALL3cm, PLASTER


1.50

5.45

0.65

7.60



25mm, GRAVEL

FILLING MATERIALS

CCOMPACTED SOIL

EXISTING LAND EDGE


0 1 2.5 5 10M

SCALE 1:100

0.5

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SECTION B-B

A302 @ A3

Scale:SECTION B-B

1 : 100

B

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

A B C' D

0 ROOF654.15

6.55

0.65

1.50

5.45

3.35

0.35

0.954.934.555.920.20

6.534.605.010.41

8.35

A50201

A5031

EXISTING LAND EDGE

10.6

5

16.56



(80X50)mm, WOODENFRAME@ 600c/c

(±0.00)

(-1.50)

(+5.45)

(+8.80)

C


4.85

0.27

5.15

230mm, BRICKMASONRY SCREEN


0 1 2.5 5 10M

SCALE 1:100

0.5

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SECTION C-C

A303 @ A3

GROUND FLOOR648.70

GROUND LEVEL647.20

ROOF 1657.50

A B C' D

0 ROOF654.15

1.50

5.45

3.35

0.35

10.6

5

1.70

5.60

7.30

0.88

6.32

7.20

6.554.565.44

0.954.934.555.920.2016.56






C



HERAT WHITE MARBLE STONE OVER MASONRY SUBSTRATE---

-

0 1 2.5 5 10M

SCALE 1:100

0.5

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SECTION D-D

A304 @ A3

Scale:SECTION D-D

1 : 100

D

21

A

B

1

A402

1.000.15

1.000.15

1.000.15

1.000.15

1.000.15

1.000.15

1.000.15

1.000.15

1.000.15

1.00

6.3711.35

5.98

6.24

1.20

1.000.15

1.000.15

1.000.15

1.00

0.15

1.00

0.15

1.00

0.15

1.00

0.15

1.00

0.15

1.00

0.15

1.00

11.35

1.20

0.15

1.20

0.15

1.20

0.15

1.20

0.15

1.04

1.00

7.44

10.35

3.44

0.55

1.43

0.15



1 2 3 4 5 6 7 8 9 10 11

UP



WITHE COLOR GRAVELAGGREGATE

(5980X1000X150)mm,CAST IN PLACE PCCCONCRETE

GREEN AREA

(5980X1000X150)mm,CAST IN PLACE PCCCONCRETE

13.4

2


647.15

-1.58 +0.07

GREEN AREA (550X1200X20)mm,STONE GRAYCOLOR

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STAIR DETAILS

A401 @ A3

Scale: 1 : 100

SITE & STAIR DETAIL@PLAN02

GROUND FLOOR648.70

GROUND LEVEL647.20

21

A4022

A4023


12

34

56

78

910

11


VAPOR BARRIERMEMBRANE(PLASTICLAYERS)25mm, GRAVEL

FILLING MATERIALS

EXISTING LAND EDGE

6.30

0.15

1.65

647.15

648.80

+0.10

-1.55

GROUND FLOOR648.70

2

9

10

11


25mm, GRAVEL

FILLING MATERIALS

0.150.15

150mm, GRAVEL

150mm, RCCCONCRETE, SEESTRUCTURAL DWG 2


(2500X670X30)mm,STONE GRAY COLOR

20mm, PLASTER

30mm, MORTAR


0.15

0.65 TYP.

GROUND LEVEL647.20

1

GROUND LEVEL640.666

1

2

3

5

0.07 0.35 0.08

0.50100mm, PCC CONCRETE

150mm, GRAVEL

(5980X1000X150)mm,PCC CONCRETE BLOCKCAST IN PLACEGRAVEL WITHECOLOR

150mm, GRAVEL

0.15

0.10

0.55

0.15

0.18

0.15

0.15

0.65 0.65

150mm, RCCCONCRETE, SEESTRUCTURAL DWG 2


150mm, GRAVEL

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STAIR DEATLS

A402 @ A3

Scale: 1 : 75

STAIR DETAIL @SECTION1

Scale:STAIR DEATLS

1 : 25

2

Scale:STAIR DEATLS

1 : 25

3

6

B

C'

D

5a

A403

2.50

0.95

10.6

11.

459.

70

21.7

6


11.1

510

.61




3cm, PLASTER

12cm, BRICKMASONRY WALL


3cm, PLASTER

0.54 0.66 0.92

647.76-1.02

RAM

P=%

6 SL

OPE

b

A403

CEQ

EQEQ

EQEQ

EQEQ




STEEL HANDRAIL


3.71

0.95

1.45

GROUND FLOOR648.70

GROUND LEVEL647.20

D

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

1.50

0.60

C

18.01


150mm, GRAVEL

200mm, RCC CONCRETEWALL

100mm, PCC CONCRETE

150mm, GRAVEL

A40304

0.050.400.05

0.50

0.150

.10

0.30

0.10

0.76

0.10

0.15

200mm, RCC CONCRETEWALL

FILLING MATERIALS

150mm, GRAVEL

(100X100)mm, STEELANGLE HANDRAILSUPORTER

6mm, STEEL POST

6mm, STEEL HANDRAIL

6mm, STEEL HANDRAIL

6mm, STEEL HANDRAIL

0.95

∅16mm, ANCHOR BOLT

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RAMP DETAILS

A403 @ A3

Scale: 1 : 100

RAMP DETAIL@ PLAN03

Scale: 1 : 100

RAMP DETAIL@ SECTIONa

Scale: 1 : 50

RAMP DETAIL@ SECTIONb

Scale: 1 : 10

RAMP HANDRAIL DETAIL04

3 4

B

02

A404

0.78

0.68

0.68

0.68

0.68

0.60

0.68

0.20 6.25 0.24

TOMB

0.401.902.001.32

0.40

0.09

1.62

0.80

1.27

0.40

GREEN AREA

0.70

3.90

4.60

(400X1200X20)mm,STONE GRAYCOLOR

6.69

C

3 4

GROUND FLOOR642.165

GROUND LEVEL640.666

Level 4641.622

A4043

A4044

A4045

0.20 6.25 0.24

0.68 0.40 1.32 2.00 1.90 0.39

6.69

GROUND FLOOR648.70

3


LEVO FLOOD LIGHT


50mm, MORTAR

20mm, CEMENTPLASTER

(600X300X10)mm, HERATWHITE MARBLE STONE

0.30 0.30

350mm, BRICKMASONRY


150mm, GRAVEL

100mm, PCC CONCRETE

SOIL

350mm, BRICKMASONRY


(600X300X10)mm, HERATWHITE MARBLE STONE

20mm, CEMENTPLASTER

20mm, GRANITE STONE

0.15

0.10

0.52

0.37

0.10

0.20

0.10 1.80 0.10

2.00

2.20

50mm, MORTAR

100mm, PCC CONCRETE

BRICK MASONRY WALL

100mm, PCC CONCRETE

150mm, GRAVEL

SOIL

FILLING MATERIALS

GROUND FLOOR648.70

4

GROUND FLOOR642.165

Level 4641.622



0.50

0.41

BRICK MASONRY WALL


25mm, GRAVEL

FILLING MATERIALS

0.40

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TOMP DETAILS

A404 @ A3

Scale: 1 : 50

TOPMB DETAIL@ PLAN01

Scale: 1 : 50

TOMB DETAIL@ SECTION02

Scale: 1 : 25

DETAIL (A)3

Scale: 1 : 25

DETAIL (B)4

Scale: 1 : 25

DETAIL (C)5

3 4

D

5

04

A405300 TYP.

85

25321002100210021002100210021002100857

17910

BOTTOM UPN250


UPN250 STEELPOST

UPN250 STEELPOST

∅25mm,ANCHORBOLTS@ 30 c/c

GROUND FLOOR648.70

D

A40502

A40503

0.51

0.55

4.27

(230X120X68)mm, BRICKSCREEN


T1

100

(290X100X10)mm, STEELPLATE

7017

0240

∅25mm, ANCHORBOLTS@ 30 c/c

145

290

R 125.00

270

30

10

T2


10

T3

70


100 10

T4

90


100 10

270

90


T5

D


T1

T4T5

0.51

MORTAR

TOP UPN250


GROUND FLOOR648.70

0.770.30

0.17

0.25

0.12

∅25mm, ANCHORBOLTS@ 30 c/c

BOTTOM UPN250



T3

T1

T2

0.42

0.410.51

0.12

0.92

MORTAR

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BRICK SCREENSUPPORT DETAILS

A405 @ A3

Scale: 1 : 75

SCREEN DETAIL@ PLAN01

Scale: 1 : 25

SCREEN DETAIL@ SECTION04Scale: 1 : 10STEEL DETAILS

Scale: 1 : 20

SCREEN DETAIL(c)02

Scale: 1 : 20

SCREEN DETAIL(d)03

T3T2T1

UPN250 STEELPOST

T4T5T1

TOP UPN250

BOTTOM UPN250



UPN250 STEELPOST

UPN250 STEELPOST

MORTAR


UPN250 STEELPOST


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BRICK SCREENSUPPORT DETAILS

A406 @ A3

Scale:BRICK SCREEN DETAIL01

Scale:BRICK SCREEN DETAIL02

ROOF 1657.50

3 4

0 ROOF654.15

5.60

300mm, RCC CONCRETESHARE WALL SEESTRUCTURAL DWG

(600X300X20)mm,HERAT WHITEMARBLESUBSTRATE

30mm, MORTARCONCRETE

0.95

4.30

UPTURNED BEAM

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METAL SCREEN DETAILS

A407 @ A3

GROUND FLOOR648.70

GROUND LEVEL647.20

2

0 ROOF654.15

A501a

A501b

0.15 0.80 0.98

0.05

7.15

1.50

5.45

0.65

7.60


1.93

5.12

0.10

2

0 ROOF654.15

0.49

WOODEN BLOCK

30mm, PLASTER


0.60

0.20

0.30

0.80

0.30 0.30



30mm, PCC CONCRETE


70mm, POLISHEDCONCRETE

22 GA. GALVANIZEDSTEEL FLASHING

0.06

0.06

GROUND FLOOR648.70

GROUND LEVEL647.20

0.15

0.10

0.35

0.15 0.80 0.98

0.05

0.16 0.18

0.20

0.69

0.16

0.30


3cm, PLASTER

120mm, BRICKMASONRY WALL

30mm, PLASTER(600X150X10)mm,STONE GRAY COLORSKIRTING




25mm, GRAVEL

FILLING MATERIALS

CCOMPACTED SOIL





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WALL SECTIONS

A501 @ A3

Scale: 1 : 50

WALL SECTION01

Scale: 1 : 25

DETAIL 01a

Scale: 1 : 25

DETAIL 02b


GROUND FLOOR648.70

GROUND LEVEL647.20

A

0 ROOF654.15

A502c

7.25

0.05

0.571.400.17

1.50

5.45

0.35

7.30

GROUND FLOOR648.70

GROUND LEVEL647.20

A

0.551.410.17





25mm, GRAVEL

120mm, BRICKMASONRY WALL

WATERPROOFINGMEMBRANE

SOIL

(600X200X20)mm,STONE GRAY COLOR

30mm, PLASTER

30mm, PLASTER





FILLING MATERIALS

RCC CONCRETE

نمبر صفحه:

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هاشه

نق

KAKA

R M

AUSO

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M




اسم صفحه:




انغم

ل

WALL SECTIONS

A502 @ A3

Scale: 1 : 50

WALL SECTION01

Scale: 1 : 25

DETAIL (03)c

GROUND FLOOR648.70

GROUND LEVEL647.20

D

0 ROOF654.15

GROUND FLOOR642.165

GROUND LEVEL640.666

ROOF647.603

Level 4641.622

A5032

A5033

0.851.40

0.95

0.89

0.85

5.47

7.21

1.50

5.45

0.66

7.61

D

0 ROOF654.15

0.90

0.95

0.76

22 GA. GALVANIZEDSTEEL FLASHING

WATERPROOFINGROOFING MEMBRANE20mm, PLAY WOOD


RCC CONCRETE

0.030.12

0.070.95


30mm, PLASTER

TOP UPN250


0.51

70mm, POLISHEDCONCRETE


0.56

30mm, PCC CONCRETE



30mm, PLASTER


GROUND FLOOR648.70

GROUND LEVEL647.20




?

CCOMPACTED SOIL

0.150.65

0.80

0.150.701.40

0.100.150.10

0.35

0.15

0.10

0.35

0.40

120mm, RCC CONCRETESEE STRUCTURAL DWG


25mm, GRAVEL

FILLING MATERIALS

CCOMPACTED SOIL

0.25

0.17



BOTTOM UPN250

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WALL SECTIONS

A503 @ A3

CL.COVER

CL. COVER

LONGITUDINAL BAR FIG.1-1

CLEAR CONCRETE COVER

SLAB.

BEAM.

20mm

40mm

50mm

75mm

BAR DIA.

CONCRETE REINF. SPLICE CLASS-B

12

14

16

18

10

20

22

25

BARS IN CONTACT

TYPICAL BARS(cm) (cm)

(db) (mm)

28

30

12

14

16

18

10

20

22

25

28

30

END HOOKS

BAR DIA. D

AorG J AorG

180 HOOKS 90 HOOKSO

6

(cm)

8

10

10

11

12

14

16

24

26

13

15

18

22

25

28

38

40

8

11

13

17

19

16

15

13

18

20

30

32

15

20

24

30

34

38

46

50

27

22

(cm) (cm) (cm)

O

70

80

95

6045

55

65

75

10580

11590

130100

145115

165

175

125

135

B.1 FORM WORK

3- EXCAVATIONS FOR SPREAD FOOTINGS AND CONTINUOUS WALL FOOTINGS SHALL BECLEANED AND HAND TAMPED TO A UNIFORM SURFACE. FOOTING EXCAVATIONS SHALL HAVETHE SIDES AND BOTTOMS TEMPORARILY LINED WITH 0.3mm POLYETHYLENE IF PLACEMENTOF CONCRETE DOES NOT OCCUR WITHIN 24 HOURS OF THE FOOTING EXCAVATION.

4- DIFFERENCES FROM THOSE DESCRIBED IN THE DRAWINGS SHALL BE REPORTED TO THEARCHITECT, STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHERCONSTRUCTION IS ATTEMPTED.

5- SLAB ON GRADE SHALL BE UNDERLAID BY A MINIMUM OF 15cm OF GRANULAR MATERIALHAVING A MAXIMUM AGGREGATE SIZE OF 4cm AND NO MORE THAN 2% FINES PASSING #100 SIEVE.PRIOR TO PLACING THE GRANULAR MATERIAL, THE FLOOR SUBGRADE SHALL BE PROPERLYCOMPACTED, PROOFROLLED, FREE OF STANDING WATER, MUD AND FROZEN SOIL. BEFOREPLACEMENT OF CONCRETE, A 0.3mm POLYETHYLENE VAPOR BARRIER SHALL BE PLACED ON TOPOF THE GRANULAR MATERIAL.

2- BOTTOM OF ALL FOOTINGS SUBJECTED TO FROST SHALL BE AT LEAST 130cm BELOWFINISHED GRADE. FOOTINGS SHALL BE FURTHER LOWERED TO APPROVED BEARINGELEVATIONS AS REQUIRED BY THE FIELD GEOTECHNICAL ENGINEER. STEP DOWNFOOTINGS IF REQUIRED.

1- THE CONTRACTOR SHALL PERFORM EXCAVATION, FOOTING CONSTRUCTION, PREPARATIONOF THE SUB GRADE FOR ALL STRUCTURAL WORK, AND PLACEMENT OF BACKFILL MATERIALSIN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER,

8. CONTRACTOR SHALL CALL THE ENGINEER IN TIME TO INSPECT OPEN FOOTINGS AND NOTDELAY WORK.

A. FOUNDATIONS (REFER TO SPECIFICATION SECTIONS IN DIVISIONFOR ADDITIONAL REQUIREMENTS)

6-FOUNDATION SOILS BENEATH THE GRAVEL LAYER SHALL BE COMPACTED TO AT LEAST 95%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 MODIFIED PROCTOR.

7-ASSUMED ALLOWABLE BEARING CAPACITY OF THE SOIL FOR THE DESIGN IS 0.72Kg/cm² (1.6KSF).

6- CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATES AND NORMAL WEIGHT COARSEAGGREGATES CONFORMING TO ASTM C33, TYPE I AND PORTLAND CEMENT CONFORMING TOASTM C150, ANDALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED6% OF CONCRETE VOLUME. MAXIMUM CONCRETE SLUMP SHALL BE 10 cm.INTERIOR CONCRETE THAT WILL BE TEMPORARILY EXPOSED (GREATER THAN ONE WEEK) TOWINTER WEATHER SHALL BE AIR-ENTRAINED.AGGREGATE SHOULD BE SALT FREE FOR ALL CONCRETE, NO MATERIALS OTHER THAN STEELSHOULD BE PUT IN ANY CONCRETE.

7- MAXIMUM WATER CEMENT RATIO (W/C) FOR EXTERIOR EXPOSED CONCRETE SHALL BE 0.45,

2- THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE, fc' (FOR BOTH PLAIN AND REINFORCEDCONCRETE) SHALL BE AS MEASURED BY 28 DAY CYLINDER STRENGTH.

B. STRUCTURAL CONCRETE (REFER TO SPECIFICATION SECTIONS IN FORADDITIONAL REQUIREMENTS)

4- IF TEMPERATURE IS 7°C OR LOWER, REQUIREMENTS FOR COLD WEATHER CONCRETING BASEDON THE ACI 318-08 SECTION 5.12 AND ACI 306 R SHALL BE REQUIRED, INCLUDING, AT A MINIMUM:

a) ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS.AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER,

b) ALL CONCRETE MATERIALS AND ALL REINFORCEMENT FORMS AND GROUND WITH WHICHCONCRETE IS TO COME IN CONTACT SHALL BE FREE FROM FROST, FROZEN MATERIALS ORMATERIALS CONTAINING ICE.

5- REQUIREMENTS FOR HOT WEATHER CONCRETING SHALL BE BASED ON THE ACI318-05 SECTION 5.13. AND ACI 305R INCLUDING, AT A MINIMUM:

a) DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTIONMETHODS, PLACING PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETETEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR REQUIRED STRENGTH ORSERVICEABLILITY.

FACE OFCONCRETE

FORMED CONCRETE EXPOSED TO EARTHOR WEATHER

CONCRETE CAST AGAINST EARTH

5- DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TOTHE RECOMMENDATIONS OF ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"AND ACI SP-66 ' DETAILING MANUAL'. PLACING OF REINFORCING BARS SHALL CONFORM TO THERECOMMENDATIONS OF ACI 315R "MANUAL OF STRUCTURAL AND PLACING DRAWINGS FORREINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE".

6- PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN CONCRETEPROTECTION SPECIFIED.

7- WELDING OF REINFORCEMENT STEEL SHALL NOT BE PERMITTED.

8- HORIZONTAL FOOTING AND WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE90-DEGREE BENDS AND EXTENSIONS WHERE APPLICABLE, OR CORNER BARS OF EQUIVALENTSIZE LAPPED 50 BAR DIAMETERS, AT CORNERS AND INTERSECTIONS.

9- PROVIDE 2 Ø12 x 130 cm DIAGONAL BARS AT ALL RE-ENTRANT CORNERS AND AROUNDRECTANGULAR HOLES IN SLABS UNLESS NOTED OTHERWISE . PLACE BAR AT MID DEPTH OF THESLAB AND DIAGONAL TO THE CORNER WITH 50mm CLEARANCE FROM THE CORNER.

1- STRUCTURAL IPE FLANGE SHAPES, CHANNELS, PLATES AND ANGLES SHALL CONFORM TOASTM A36. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B.STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B ANCHOR BOLTS SHALLCONFORM TO ASTM F1554, GR 36 UNLESS NOTED OTHERWISE.

2- STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION . SHALL CONFORM TO THEAISC "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS".AISC 360-05 AND AISC 303-05CODES OF STANDARD PRACTICE FOR STEEL BUILDINGS.

3- WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1.ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5,CLASS E70XX, LOW HYDROGEN. ALL WELDERS SHALL HAVE BEEN CERTIFIED WITHIN THELAST 6 MONTHS FOR STRUCTURAL WELDING PER AWSD1.1. TEN PERCENT OF ALL FILLETWELDS SHALL BE PERIODICALLY NDT INSPECTED BY A CERTIFIED WELDINGINSPECTOR(CWI) WHO HAS BEEN CERTIFIED IN ACCORDANCE WITH AWS D1.1. A CWI SHALLBE PRESENT AT THE BEGINING OF WELDING TO VERIFY THE WELDER QUALIFICATION,ELECTRODES AND EQUIPMENT. NON DESTRUCTIVE TESTS(NDT) SHALL INCLUDE A VISUALINSPECTION AND EITHER A DYE PENETRANT TEST OR MAGNETIC PARTICLE TEST.TEN PERCENT OF ALL ROOF DECK WELDS SHALL BE PERIODICALLY VISUALLY INSPECTEDBY A CWI IN ACCORDANCE WITH AWSD1.3

4- SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON CONTRACTDOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

5- PROVIDE STRUCTURAL STEEL WITH ONE COAT OF RUST HANDLING PREVENTIVE SHOPPRIMER. TOUCH UP PAINT WHERE WELDING OR ERECTION PROCEDURE DAMAGE PAINT.

6- ALL WEATHER EXPOSED STEEL SUPPORTING MASONRY, STONE, OR PRECAST CONCRETESHALL BE HOT DIPPED GALVANIZED OR APPROVED EQUIVALENT. ALL OTHER WEATHER EXPOSEDSTRUCTURAL STEEL SHALL BE BLASTED CLEAN, AND PAINTED WITH A WEATHER RESISTANTPAINT APPROVED BY CLIENT.

C. STRUCTURAL STEEL (REFER TO SPECIFICATION SECTIONS INDIVISION 5 FOR ADDITIONAL REQUIREMENTS)

9- MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301.

TABLE.1-1 TABLE.1-21- ALL FORM WORK SHALL BE IN ACCORDANCE WITH ACI 347.

4- FORMS SHALL BE REMOVED PREVENTING DAMAGE TO THE CONCRETE AND ENSURING THECOMPLETE SAFETY OF THE STRUCTURE. FORM WORK FOR COLUMNS, WALLS, SIDES OF BEAMSAND OTHER PARTS NOT SUPPORTING THE WEIGHT OF CONCRETE MAY BE REMOVED WHEN THECONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO RESIST DAMAGE FROM THE REMOVALOPERATION BUT NOT BEFORE AT LEAST 24 HOURS HAS ELAPSED SINCE CONCRETE PLACEMENT.SUPPORTING FORMS AND SHORES SHALL NOT BE REMOVED FROM BEAMS, FLOORS AND WALLSUNTIL THE STRUCTURAL UNITS ARE STRONG ENOUGH TO CARRY THEIR OWN WEIGHT AND ANYOTHER CONSTRUCTION OR NATURAL LOADS. SUPPORTING FORMS OR SHORES SHALL NOT BEREMOVED BEFORE THE CONCRETE STRENGTH HAS REACHED 75 PERCENT OF DESIGN STRENGTH,AS DETERMINED BY FIELD CURED CYLINDERS OR OTHER APPROVED METHODS. THIS STRENGTHSHALL BE DEMONSTRATED BY JOB-CURED TEST SPECIMENS.

5- EXCEPT AS OTHERWISE SHOWN, EXTERNAL CORNERS THAT WILL BE EXPOSED SHALL BECHAMFERED, BEVELED, OR ROUNDED BY MOLDINGS PLACED IN THE FORMS.

6- ORDINARY SURFACE FINISH: IMMEDIATELY FOLLOWING THE REMOVAL OF FORMS, ALL FINS ANDIRREGULAR PROJECTIONS SHALL BE REMOVED FROM ALL SURFACES EXCEPT FROM THOSEWHICH ARE NOT TO BE EXPOSED OR ARE NOT TO BE WATERPROOFED. ON ALL SURFACES, THECAVITIES PRODUCED BY FORM TIES AND ALL OTHER HOLES, HONEYCOMB SPOTS, BROKENCORNERS OR EDGES AND OTHER DEFECTS SHALL BE THOROUGHLY CLEANED, AND AFTERHAVING BEEN KEPT SATURATED WITH WATER FOR A PERIOD OF NOT LESS THAN THREE HOURS,SHALL BE CAREFULLY POINTED AND TRUED WITH A MORTAR OF CEMENT AND FINE SAND. MORTARUSED IN POINTING SHALL NOT BE MORE THAN ONE HOUR OLD. ALL CONSTRUCTION ANDEXPANSION JOINTS IN THE COMPLETED WORK SHALL BE LEFT CAREFULLY TOOLED AND FREE OFALL MORTAR AND CONCRETE. THE JOINT FILLER SHALL BE LEFT EXPOSED FOR ITS FULL LENGTHWITH CLEAN AND TRUE EDGES. THE RESULTING SURFACES SHALL BE SMOOTH, TRUE ANDUNIFORM IN SHAPE AND UNIFORM IN COLOR.

7- CONCRETE FINISHES FOR MONOLITHIC SLABS

8- WHERE THE CONCRETE SURFACE IS EXPOSED AND APPEARANCE IS IMPORTANT, THE PROPERTYPE OF FORM TIE OR HANGER WILL NOT LEAVE EXPOSED METAL AT THE SURFACE. OTHERWISE,NONCORROSIVE MATERIALS SHOULD BE USED WHEN TIE HOLES ARE LEFT UNPATCHED,EXPOSING THE TIE TO THE ELEMENTS.

1- THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE.

TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 30cm OF FRESH CONCRETE CAST BELOW THE BARS.

9. ALL ORGANIC AND/OR OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND BACKFILL AREAS AND BACKFILLED WITH SELECTED FILL, COMPACTED TO 95PERCENT OF MODIFIED PROCTOR (ASTMD1557) MAXIMUM DENSITY AT OPTIMUM MOISTURECONTENT.

2- FORMS FOR FINISHED SURFACES, EXCEPT WHERE CONCRETE IS PLACED AGAINST EARTH,SHALL BE WOOD OR STEEL OR OTHER APPROVED CONCRETE FORM MATERIAL.

3- FORM COATINGS AND RELEASE AGENTS:

a) COATINGS--FORM COATINGS OR SEALERS ARE USUALLY APPLIED IN LIQUID FORM TO CONTACTSURFACES EITHER DURING MANUFACTURE OR IN THE FIELD TO SERVE ONE OR MORE OF THEFOLLOWING PURPOSES: ALTER THE TEXTURE OF THE CONTACT SURFACE; IMPROVE THEDURABILITY OF THE CONTACT SURFACE; FACILITATE RELEASE FROM CONCRETE DURINGSTRIPPING; OR SEAL THE CONTACT SURFACE FROM INTRUSION OF MOISTURE.

b) RELEASE AGENTS--FORM RELEASE AGENTS ARE APPLIED TO THE FORM CONTACT SURFACESTO PREVENT BOND AND THUS FACILITATE STRIPPING. THEY CAN BE APPLIED PERMANENTLY TOFORM MATERIALS DURING MANUFACTURE OR APPLIED TO THE FORM BEFORE EACH USE. WHENAPPLYING IN THE FIELD, BE CAREFUL TO AVOID COATING ADJACENT SURFACE.

a) SCRATCH FINISH FOR SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR MORTARSETTING BED,

b) STEEL TROWEL FINISH FOR SURFACES TO BE EXPOSED TO VIEW OR COVERED WITH RESILIENTFLOORING, CARPET, TILE, OR OTHER THIN FINISH SYSTEM.

c) TROWEL AND FINE BROOM FINISH FOR SURFACES TO RECEIVE THIN_SET CERAMIC OR QUARRYTILE.

d)NON-SLIP BROOM FINISHES FOR EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS.

e) NON-SLIP AGGREGATE FINISH FOR CONCRETE STAIR TREADS PLATFORMS, RAMPS AND SLOPED WALKS.

B.2 REINFORCING STEEL1- REINFORCEMENT SHALL BE ASTM A615 GRADE 60, Fy=420MPa. STEEL REINFORCING BARSSHALL COMPLY WITH ACI 318-05 SECTION 3.5.31.

2- MINIMUM LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-05 AND AS SHOWN IN TABLE 1-1

3- EACH BOND BEAM ALONG TOP OF WALL SHALL HAVE CONTINUOUS REINFORCEMENT CONSISTINGOF 2Ø12 MIN.

J

4d or 64mm Min

A or G12d

180°90°

4- FOR ACI STANDARD END HOOKS REFER TO TABLE 1-2

D D

HOOKDETAILINGDIMENSION

d

A or G

TOP. BARS*

*

3- GROUT FOR SETTING PLATES SHALL BE NONSHRINK, NON-METALLIC CONFORMING TO ASTM C827,AND SHALL HAVE A 35Mpa(5Ksi) COMPRESSIVE STRENGTH AT 28 DAYS. PREGROUTING OF BASEPLATES WILL NOT BE PERMITTED.

8- MINIMUM CONCRETE COVER PROVIDED FOR THE REINFORCEMENT SHALL BE INACCORDANCE WITH ACI 318-05 SECTION 7.7.1 SEE FIG 1-1

F:\my folder\kHAJA KAKAR\2020 03 01 _CAD Files\MUSULEM03-KHFLogo-1725023.png

F:\my folder\kHAJA KAKAR\2020 03 01 _CAD Files\MUSULEM03-esesLOGO.docx-1725021.jpg

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ده: ايش دهن فرم

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ديالت ت تع ثب

ماره اريخش ريحاتت تش

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اپ اريخ چ ت

G04

F. FAZL

F. FAZL

Z. ALI

GENERALSTRUCTURAL

NOTE-2

F3

C1

F3

F2

0.15

5.78

3.70

5.92

a

29.60

25.67 2.95

3.354.45

6.257.906.35

F

D

C

B

A

51 432

F3

F3

F3

C1 C1

C1

F1 F1

F3

F4

C3C4C4C4C4

C5 C5 C5 C5 C5 C5 C5 C5C5

1.30

C2 C2C2

C3

C2

1.15 2.20 2.20 2.35 2.05 2.20 2.00 2.25 2.20 3.35

22.25

9.78

5.78

3.70

5.92

0.35

5.60

0.35

9.43

6.38

13.2

4

5.94

7.80

2.15

3.50

5.78

RU

MP

AR

EA

Scale:

COLUMNS & FOUNDATION PLAN1:150

1

- 1ALL DIMENSION ARE IN METER.

NOTE: فحه: بر ص نم

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روژه: راح پ طتار را اس يری اي رکت انجين ش

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فحه: م ص اس



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FOUNDATION PLAN

S101

F. FAZLZ. ALI

STAIR EDGE

a

F

D

C

B

A

51 432

120mm SLAB ON GRADEWITH Ø10@20cm EACH WAY,5cm CLEAR COVERFROM TOP OF SLAB. TYP

GB1

GB1

GB2

GB2

GB2

GB1

GB1

GB1

GB1 GB1

GB1GB1GB1GB1

GB3 GB2

GB1

GB1 GB2

08

S 401

02

S 401

01

A407 S 407

04

GB2GB1

0.15

4.93

3.70

5.92

25.67 2.95

3.354.45

6.257.906.350.

355.

600.

359.

437.80

02

S 408

0.542.484.48

RU

MP

0.50

GB1

07

S 401

C,

0.85

Scale:

SLAB ON GRADE PLAN1:150

1





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SLAB ON GRADE

S102

F. FAZL

F. FAZL

Z. ALI

STAIR EDGE

a

F

D

C

B

A

51 432

B1 B1 B1

B2B2 B3

B4B3 B4

B1B1B1B1

B3

Ø14@15cm TOP .TYP

Ø14

@15

cm T

OP

& BO

T TE

M.

TYP03

S 409

03

S 409

Ø14

@15

cm T

OP

& BO

T TE

M.

TYP

Ø14@15cm TOP .TYPØ14@15cm TOP .TYP

Ø14

@15

cm T

OP

& BO

T TE

M.

TYP

10.6

0

8.25

4.98

03

S 407

70X20 RCCCOLUMN

06

S 407

4.93

4.55

5.92

25.67 2.95

3.354.45

6.257.906.35

0.35

5.60

0.35

9.43

7.80

2.15 02

S 408

OPEN AREA

0.50

0.50

09

S 407

B4

B3

C,

Scale:

GROUND FLOOR SLAB AND BEAM PLAN1:150

1





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GROUND FLOOR PLAN

S103

F. FAZL

F. FAZL

Z. ALI

3.70

C

B

43

Ø14@15cm TOP .TYP

Ø14

@15

cm T

OP

& BO

T TE

M.

TYP

B5

B5

6.50

4.50

6.25

B5

Scale:

FIRST FLOOR SLAB PLAN1:150

1





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FIRST FLOOR SLAB

S104

F. FAZL

F. FAZL

Z. ALI

1.20

±0.00

-2.70

-1.50

150mm CRUSHED GRAVEL, TYP.

COMPACTED SUBGRADE, TYP.

-2.30

50mm POLYSTYRENEINSULATION TYPICAL ALLEXTERIOR WALL

0.3mm POLYETHYLENEMEMBRANE, TYP

120mm SLAB ON GRADE

12mm EXPANSION JOINTFILLED WITH COMPRESSIBLEMATERIALS

2 LAYERS OF BITUMENALL AROUND THE WALLAND FOOTINGS

D

-1.70

SEE FOOTING SCHEDULEFOR REINFORCEMENT

CONTINUE HOOP REINF.AT COLUMN ENDS THROUGH DEPTH OFFOOTING

COLUMN - SEE COLUMN SCHEDULEAND DETAILS FOR SIZEAND REINFORCEMENT

LEAN CONCRETE 10cm TYP.

-1.80

CL

2 LAYERS OF BITUMEN ALL AROUNDTHE WALL AND FOOTINGS

TYP SIZE (m) REINFORCEMENTREMARKS

F1

F3

F2

A B D ''A'' BARS ''B'' BARS TOP BARS

1.30

5.40

2.00

1.30

1.30

1.30

0.40

0.40

0.40

10Ø 18

36Ø 18

15 Ø 18

10 Ø 16

10Ø 18

10 Ø 18

F4 1.30 1.30 0.40 10 Ø 18 10 Ø 18 7 Ø 18

A

B

CL

CL

"A" B

ARS

"B" BARS

CENTER OF COLUMNUNLESS OTHERWISESHOWN OR NOTED

FTG. MARKSEE FDN. PLAN

F1

±0.00

-2.70

150mm CRUSHED GRAVEL, TYP.

COMPACTED SUBGRADE, TYP.

-2.30

50mm POLYSTYRENEINSULATION TYPICAL ALLEXTERIOR WALL

0.3mm POLYETHYLENEMEMBRANE, TYP

120mm SLAB ON GRADE


S401

FOOTING DETAILS

NOTE: ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE

02 TYPICAL FOOTING AT EXTERIOR WALL NTS 04 TYP. EXT.WALL DETAIL

NTS

Z. ALI

F. FAZL

M.N

01 TYP. FOOTING PLAN 03 TYP. FOOTING SECTIONNTS

05 TYP. FOOTING SCHEDULENTS

NTS






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1.20

0.200.30

1.50

Ø 16 @20cm

Ø 1

6 @

20cm

BOTT

OM

BAR

S

TOP BARS

CL

VARIES

LEAN CONCRETE 10cmTYP.

CL

CONCRETE WALL-SEE S403 AND 405 FOR SIZEAND REINFORCEMENT

2 Ø14@15cm2 Ø14@15cm

2 Ø14@15cm2 Ø14@15cm

4

0.4

S40201

WALL FOOTING

0.30

4.50

S402

RCC WALL DETAILS

NOTE: ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE

01 TYPICAL FOOTING AT RCC WALL NTS

02 TYP. FOOTING SECTION AT RCC WALLNTS

03 TYPICAL RCC WALL PLAN NTS

04 TYPICAL RCC WALL SECTION NTS






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Z. ALI

F. FAZL

M.N

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SPLI

CE

SEE

LAP

SPLI

CE

TABL

E

Ln/4

Ln/2

SPL

ICE

AREA

Ln/4

STANDARD HOOK

COLUMN SIZESEE COLUMN SCHEDULE

VERTICAL REINFORCEMENTSEE COLUMN SCHEDULE

TIES SEE COLUMN DETAILS

SEE JOINT DETAILFOR REINFORCEMENT

TOP OF SLAB/ BEAM

TOP OF SLAB/ BEAM

AB

NOSIZE (m) REINFORCEMENT

REMARKS

C1 0.70 Ø10@ 15cm

(m)B

LONG. BARS STIRRUPS

8 Ø 18

C2

C3 16 Ø 18

A(m)

Ø10@ 15cm

Ø10@ 15cm

C4 0.35 0.35 10 Ø 18 Ø10@ 15cm

0.30 10Ø 18

SECTION

TYPE 2

TYPE 1

TYPE 2

TYPE 1

0.30

0.30

C5 TYPE 2 4.00 0.30 20Ø 14 Ø10@ 15cm

0.70 0.35

C6 TYPE 1 0.30 0.30 10 Ø 18 Ø10@ 15cm

6 BA

R D

IA.

EXTE

NSI

ON

A

B

S406NOTE: ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE

04 TYP. COLUMN SPLICE DETAILNTS

02 TYP. COLUMN SECTIONNTS

03 TYP. STIRRUP DETAILNTS

01 COLUMN SCHEDULENTS

TYPE 1TYPE 2

COLUMN SCHEDULE






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PLATE 10MM

ANCHOR BOLTDIA = 16 MM

Ø200 MM STEELPIPE COLUMN

UPN 150


STEEL ANGLE100X100X10 MM

STEEL PLATE100X100X10MM

STEEL PLATE 10MM

0.51

0.15

0.33

0.3

04S407

FULL RETURNAT END, TYP. 6

6

PLATE 10MM

ANCHOR BOLT DIA = 16MM

Ø200 MM STEEL PIPECOLUMN

RCC SLAB ON GRADE

0.2

0.3 0.65

UPN 150

STEEL ANGLE100X100X10 MM 10 CM

STEEL PLATE100X100X10 MM 10 CM

STEEL PLATE6MM

0.34 0.15

0.51

0.06

0.36

FULL RETURNAT END, TYP. 6

6

0.77

0.12

0.42

0.6

IP 18

PLATE 10MM

ANCHOR BOLT DIA = 16MM

Ø200 MM STEEL PIPECOLUMN

BEAMFOR REINF.SEE SCHEDULERC SLAB.SEE SLAB REINF. PLAN

0.95

0.76

0.12

0.3

0.3

METAL LATH

METAL STET 0.2

1.45

0.70

2.20

0.1

0.33

STEEL PLATE330X100X10MM


0.02

STEEL PLATE10MM

R 0.

1

0.12

0.15

UPN 150

STEEL ANGLE100X100X10MM 10 CM

PLATE300X300X10 MM

Ø200 MM STEELPIPE COLUMN

R0.1

CL

0.2

0.88

BEAMFOR REINF.SEE SCHEDULE

COLUMN BEYOND

15cm CONCRETE WALL

RC SLAB.SEE SLAB REINF. PLAN

Ø12@15cm O.C,Ø12@30cm O.C,

0.15

0.20

±0.00

12mm EXPANSION JOINTFILLED WITH COMPRESSIBLEMATERIALS


0.33

0.12

0.83

0.12

0.3

0.3

0.180.3

0.3

0.16

0.28

0.33

0.17

S407NOTE: ALL DIMENSIONS ARE IN METER UNLESS NOTED OTHERWISE

COLUMN SCHEDULE

04 TYP. STEEL COLUMN DETAIL

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