PDF_New Facility Building (1)

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PROJECT:

CLIENT : DESIGN CONSULTANT :

CIVIL STRUCTURAL DRAWINGS

NEW FACILITY BUILDING

Design Group Engineering ConsultantsMuscat (Oman) + Bangalore (India)

P.O. Box 1102 lPC131 lMutrah l Sultanate of Oman l

Tel: +968-2481 9477 lFax: +968-2481 9487 l GSM: +968 9986 8277

Email: [email protected] lwebsite:www.dgcon.com.


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A. GENERAL :

1. REFER TO SPECIFICATIONDOCUMENTS ANDRELEVANT DRAWINGSFOR DETAILEDSTRUCTURALREQUIREMENTS.

3. ALL DIMENSIONSAREIN MILLIMETRESANDLEVELS AREIN METRES. DIMENSIONSSHALLNOT BESCALED FROM DRAWINGS,

6. THECONTRACTOR ISRESPONSIBLEFOR MAINTAINING A SAFEWORKING ENVIRONMENT AT ALLTIMES DURING THEENTIRE

2. ALL STRUCTURALDRAWINGSSHALL BEREAD INCONJUNCTION WITH RELEVANT ARCHITECTURALANDSERVICES DRAWINGS.

DISCREPANCIES, IFANY, SHALLBE BROUGHT TO THENOTICE OFTHE ENGINEER BEFOREPROCEEDING WITH WORK ONSITE.

4.

5. ALLTEMPORARY WORKSANDSECONDARY SUPPORT STRUCTURESARE TO BEDESIGNED BY THECONTRACTOR. THEDESIGN

FOLLOWWRITTEN DIMENSIONSONLY.

SHALLBESUBMITTED TO THEENGINEER FOR REVIEWIN ACCORDANCEWITH THESPECIFICATION.

7. THECONTRACTOR SHALLSUBMIT RECORDDRAWINGSOF ASBUILT WORKSFOR THEENGINEER'SAPPROVAL.

CONSTRUCTIONWORKSIN ACCORDANCEWITH LOCALAUTHORITY REQUIREMENTS. THISINCLUDES TEMPORARY STABILITY OFTHE BUILDING OR PARTSOF THEBUILDING.

DENOTESSET DOWNTO TOP OFSTRUCTURAL SLABLEVEL

STANDARD SYMBOLS

LEVELSONSECTIONS / ELEVATIONS(METRES)

LEVELSONPLANS / GA'S(METRES)

ABBREVIATIONS

SSL

EGL

FGL

TOC

SOB

CJ

EF

MJ

EJ

TOB

TOP

SL

EXISTING REINFORCEDCONCRETE COLUMN

REINFORCEDCONCRETECOLUMN TERMINATING

OPENING INFLOOR OR WALL

THK.

UNO

LVL

R/F

SC

S- SLABPANELTYPE

FC

N.T.S.

NEWREINFORCEDCONCRETE COLUMN

IJ

SRUCTURALSLAB LEVEL

EXISTING GROUNDLEVEL

FINISHEDGROUNDLEVEL

TOP OFCONCRETE

SOFFIT OFBEAM

CONSTRUCTIONJOINT

EACH FACE

MOVEMENT JOINT

EXPANSIONJOINT

TOP OFBEAM

TOP OFPARAPET

STRUCTURAL LEVEL

UNLESSNOTEDOTHERWISE

REINFORCEMENT

STUBCOLUMN

FLOATING COLUMN

NOT TO SCALE

ISOLATION JOINT

LEVEL

THICK

FFL FINISHED FLOOR LEVEL

T TOR STEEL BAR DIAMETER

TW THICKNESS OF WALL

8. UNPAINTEDEXPOSEDSURFACES OFANY CONCRETESTRUCTUREABOVE GROUNDSHALLBE TREATEDWITHTWO COATSOFOF SUNDEXOTESP ANTI-CHLORIDESAND CARBONATIONCOATING OR SUNANDA'SOR

10. ALLHORIZONTALSURFACES INCONTACT WITH THEGROUNDTO HAVEMINIMUM 50mmBLINDING.

11. SLABSON GRADETO BECAST INPANELS OFNO GREATER THAN4.0m x 8.0mAND WITH EXPANSIONJOINTSAT NO MORETHAN 4.0mSPACING.

EXPOSEDCONCRETESURFACES SHOULDBE COVEREDWITH DAMP ABSORBENT

THEY SHOULDBE KEPT CONTINUOUSLY WET BY FREQUENT SPRAYING OFWATER.

MINIMUM PROVIDEDOFCURING : 7DAYS.

CURING SHOULDSTART IMMEDIATELY AFTER REMOVALOFFORMWORK.

MATERIALAFTER PLACING CONCRETE.

12. CURING OFCONCRETE

1. KITCHENANDTOILET SLABSSHALLBE PREPAREDWITH 4mmTHICK APPROVEDTORCH APPLIEDMEMBRANEWATER PROOFING

0.20OF THESPAN FROM THEFACE OFEACH SUPPORT INBOTH DIRECTIONS,

2. INCONTINUOUSSLABS, HALFOFTHE BOTTOM STEELREINFORCEMENTSSHALL STOP AT

UNLESSOTHERWISEMENTIONED ONSTRUCTURAL DRAWINGS.

SLABS,BENDING OFREINFIRCEMENT ISDONE AT DISTANCE0.20 SPANFROM FACEOFSUPPORT.

3. INSIMPLY SUPPORTEDSLABS, ASWELL ASIN THEBEGINNING ANDEND OFCONTINUOUS

4. TOP STEELREINFORCEMENTSOFTHE CANTILEVER (SLABSOR BEAMS) MUST BEEXTENDED

INTO THEADJACENT SPAN, ATLEAST TWICETHECANTILEVER LENGTH (ONTOP OF THEADJACENT SPAN)

5. INCASES WHEREINVERTEDBEAM ISINDICATEDON THESTRUCTURAL DRAWINGS, WING

STIRRUPSMUST BEPROVIDED.

EVERY 20cmALONG THEBEAM DEPTH ONBOTH FACE, UNLESSOTHERWISEMENTIONED

6. INCASES WHEREBEAM DEPTH,ISMORE THAN60cm, 12mmDIA WEBBARS MUST BEPROVIDED

ONSTRUCTURAL DRAWINGS.

7. INSLABS ANDBEAMS, WHERENO BENT BARSARE INDICATEDONTHE STRUCTURAL

DRAWINGS, TOP REINFORCEMENT MUST BEEXTENDEDTO 0.25THE LENGTH OFTHEADJACENT SPAN.

TO ENSUREITSRIGHT POSITION. BOTTOM REINFORCEMENTSSHALL BESUPPORTEDBY SPACER BLOCKS.

8. INSLABS, TOP REINFORCEMENTSMUST BEADEQUATELY SUPPORTEDBY STEELCHAIRS,

9. FOR SLABSANDBEAMSANUPWARDCAMBER OF7mmSHALLBEGIVENINTHESHUTTERING

AT MIDSPAN FOR EACH 5.00mSPAN, OR ASPER INTERNATIONALCODES WHICHEVER ISLARGER.

10. FOR CANTILEVER BEAMSAND SLABS,UPWARDC AMBER OF12mmSHOULDBE

GIVENAT THEFREEEND FOR EACH 3.0mSPAN.

11. INCASEWHERE CANTILEVER LENGTH ISMORE THAN2.5m, FORMWORKSISTO BERAISED

BY 12mmAT THEFREEEND FOR EACH 3mSPAN.

12. INCASEW HERESECONDARY BEAM ISSUPPORTEDONA MAIN BEAM WITH TWO DIFFERENT

DEPTHS, STEELREINFORCEMENTSMUST BEPROVIDED ALLOVER THEMAIN BEAM DEPTH.

60DIA ALONG THEBEAM LENGTH, BEAM STIRRUPSMUST BEDOUBLED.

13. INCASEWHERE PLANTEDCOLUMN ISPROVIDED, REINFORCEMENT MUST BEEXTENDED OVER

14. INCASEOF RIB, DOWELSARE TO BELEFT AT THETOP ANDBOTTOM LEVELSOFTHE RIB.CONCRETING ISDONEONLY AFTER THEFLOOR FORMWORK IS REMOVED.

15. NO BOTTOM STEELSPLICES AREALLOWED TO TAKEPLACEAT THESPAN'SMIDDLE THIRD

(IFANY). HOWEVER,TOP STEELSPLICES AREPROVIDEDONLY AT THEMIDDLETHIRD.

16. A SLOPEOF1% MUST BE PROVIDEDINTHESLABSOFBALCONY ANDTERRACE.

SHUTTERING ISONLY REMOVEDAFTER 21 DAYSOF CONCRETING UNLESSOTHERWISE

MENTIONEDON STRUCTURALDRAWINGS.

17. INGENERAL,THE R.C. FLOOR SHUTTERING MUST NOT BEREMOVEDEARLIER

G. SLAB AND BEAMS

THAN15 DAYSAFTER CONCRETING.FOR CANTILEVER BEAMS,SHUTTERING ISONLY

HATCH PATTERN

BLOCKWORK

CONCRETEIN SECTION

HATCH PATTERN- SOLID

HATCH PATTERN- ANSI32

HATCH PATTERN- AR-SAND

BLINDING / SCREED

HATCH PATTERN- EARTH

EARTH

HATCH PATTERN- STEELSTEELHATCH

HATCH PATTERN- NET3

FILLER BOARD(INSECTION)

HATCH PATTERN- AR-PARQ1

COMPACTEDSUB-BASENOTE:

CONCRETEIN SECTIONSHOWING

REINFORCEMENT ISNOT TO BEHATCHED

5. WHEREVER THEFINISHEDGRADE LEVELS(F.G.L.) AREBELOW THENATURAL GROUNDLEVELS(N.G.L.) FOUNDING DEPTHS

2. FOUNDING LEVELFOR ALLTRENCHES ANDPITS SHALLBE MAINTAINED AT ONEUNIFORM LEVELIN A PARTICULAR BUILDING

OFALL VEGETATION. ANDWELLCOMPACTED TO 98% PROCTOR DENSITY.

APPROVEDBY ENGINEER PRIOR TO PLINTH FILLING/GRADEFILLING. TOP SOILUP TO NECESSARY DEPTH SHALL BECLEARED

4. MATERIALFOR PLINTH ANDGRADEFILLING SHALLBE NONSWELLING/NONEXPANSIVETYPE OFMURRUM OR STABILIZEDMATERIAL

3. ANTITERMITETREATMENT TO FOUNDATIONSANDPLINTH FILLING SHALLCONFORM TO IS:6313CODEOF PRACTICE.

6. ANY UNPRECIDENTEDISSUES UNSEENSTRUCTURES(OLDEXISTING RETAINING WALLS, EXISTING FOOTINGS) WITHINTHE

B. EARTH WORK

ASMINIMUM SPECIFIEDDEPTH INTHE DRAWING UNLESSOTHERWISENOTED.

ENGINEERING. PLINTH FILLING/GRADEFILLING SHALLBE DONEIN LAYERSOF 150MM THICKNESS

SHALLBE FROM THEFINISHED GRADELEVELS.

SOILENCOUNTEREDDURING EXCAVATIONSHOULD BROUGHT TO NOTICEOF GEOTECHNICALENGINEER FOR PROPER SOIL

GRANULAR FILL, WHICH SHALLBE WELLCOMPACTED BEFORECONSTRUCTIONPROCEEDS. INROCK IRREGULARITIES

ANDEXCAVATED SOFT SPOTSSHALLBE FILLEDWITH CONCRETEGRADE C20/20. EXCAVATIONSHALL AT ALLTIMES BECARRIEDOUT INDRY CONDITIONS. ALLFORMATION SURFACESSHALLBE PROOF-ROLLEDPRIOR TO BEING COVEREDOVER.

1. WHENEXCAVATING TO FOUNDATIONLEVELCARE SHOULDBE TAKENNOT TO DISTURBTHE UNDERLYING MATERIAL.

ALLFOUNDATIONEXCAVATIONS SHALLBE INSPECTEDANDANY SOFT SPOTSREMOVEDAND REPLACEDWITH

6. CONCRETEPROTECTION

C. REINFORCED CONCRETE CONSTRUCTION

CONCRETEFOR GROUTING OFBLOCK WALLCAVITIESSHALLBE GRADEC20

BLINDING SHALLBE GRADEC20 WITH ASTM 1OR OPC.

1. CONCRETE

FREEWATER/CEMENT RATIO OF0.43. (REFER SOILINVESTIGATIONREPORT FOR TYPEOF CEMENT)

OR ASTM TYPEI. BELOW GROUNDFLOOR LEVEL, THEMINIMUM CEMENT CONTENT SHALLBE380kg/m3W ITH A MAXIMUM

EXCEPT WHEREOTHERWISE NOTED, CONCRETESHALLBE OFGRADE C40/20I.E. IT SHALLHAVE A CHARACTERISTIC STRENGTH,

ANDHAVE A NOMINALMAXIMUM AGGREGATESIZEOF 20mm. ABOVEGROUNDFLOOR LEVEL, THEMINIMUM CEMENT CONTENT

ALLCONCRETE FACESIN CONTACT WITH SOILINCLUDING 150mmABOVEGROUNDLEVEL ANDTOP OFBLINDING CONC. SHALLBE TREATED

WITH SUNPOLYKOTE293OR SUNANDA'SOR ITSAPPROVEDEQUIVALENT STRICTLY EXECUTEDASPER THEMANUFACTURE'S

SHALLBE 350kg/m3WITH A MAXIMUM FREEWATER/CEMENT RATIO OF0.42. CEMENT SHALLBE ORDINARY PORTLANDCEMENT,

RECOMMENDATIONS/INSTRUCTION/PRODUCT GUIDE.

7. SPACERS/ COVER BLOCKSAND CHAIRS

THETIEWIRESHOULDBEOF16GAUGEBLOCK ANNEALEDWIRE.

SOCIETY REPORT CS101, NOVEMBER 1989. COVER BLOCKSSHOULDBE OFTHE SAMECONSTITUENT OFTHE CONCRETEAND

WITH STANDARDPROVISIONSGIVENIN SECTIONS3,4,5,6AND 7OF CONCRETESOCIETY REPORT CS101, NOVEMBER 1989.CONCRETE

SPACERSOR COVER BLOCKS, TIESANDCHAIRSSHOULD BEPROVIDEDTO COMPLY WITH STANDARDSHOULDBE PROVIDEDTO COMPLY

13. LAPSINREINFORCEMENTS

a. INBEAM BOTTOM REINFORCEMENT SHALLBE LAPPEDAT THESUPPORT ANDTOP REINFORCEMENT

SHALLBE LAPPEDNEAR THEMID SPAN.

b. NO LAPSSHALL BEALLOWED IN

1.COLUMNFOOTINGS.2. TOP REINFORCEMENT AT CONTINUOUS SUPPORTS.

3. BOTTOM REINFORCEMENT AT MIDSPAN.

4. TOP REINFORCEMENT OFCANTILEVERS.

(DEFORMEDBARSTYPE-2)

2. REINFORCEMENT:

3. CONCRETEBLOCKSSHALL HAVE THEFOLLOWING MINIMUM COMPRESSIVESTRENGTHS:

HIGH YIELDSTEELIS INDICATEDWITH PREFIX' T ' ONDRAWINGS

c. JOINT SEALANTS

4. EXPANSIONJOINTSFILLER

a. INREINFORCEDCONCRETE:

FIBREBOARD JOINT FILLER TO SPECIFICATION.b. ININTERNALBLOCKWORK:

(JOINTSLOCATIONAND SIZEAS

SPECIFIED ONDRAWINGS)

CLOSEDCELL, EXPANDEDPOLYETHYLENE FOAM (OR SIMILAR)

MAXIMUM JOINT SPACING TO BE6.0mIN REINFORCEDCONCRETE

PARAPET WALLSOR ASSHOWNONTHE DRAWINGS. OTHER

ELEMENTSTO BEAS PER DRAWINGS.

MAXIMUM JOINT SPACING TO BE6.0mIN ALLMASONARYELEMENTS, OR ASPER DRAWINGS.

REFER TO SPECIFICATIONFOR MATERIALS.

EXTERNAL ABOVE GROUND : 45mm

EXTER NAL , BEL O WGRO UND AN D TANKED : 60m m

5. COVER TO REINFORCEMENT

EXTERNAL, BELOWGROUNDANDNOT TANKED : 75mm

IN TER NAL BEAMS ,WALL S AN D COL UMN S : 40m m

a. ALLEXTERNAL HORIZONTALANDVERTICAL CORNERSOF SUBSTRUCTURE/ SUPERSTRUCTURERC ELEMENTSSHALLHAVE20mmx 20mmCHAMFERS.

( i) S PA NN IN G > 6 M : 2 1D AY-

(PROPSUNDER THECANTILEVER SLABS OR BEAMS(VIZ. CANOPIES, BALCONIES, SUNSHADE,ETC.) SHALL

BEREMOVED ONLY AFTER THENECESSARY COUNTER WEIGHT STRUCTUREAS SHOWNIN DRAWINGS, HAS

BEENERECTED ANDCURED.)

D. FORM WORK

1. THEFORM WORK SHALLBE DESIGNEDANDCONSTRUCTED TO BEABLE TO CARRY THEDEAD

LOADOF STRUCTURALMEMBERS.

2. FORM WORK SHALLBE ERCTEDTO THETOLERANCESGIVENIN:-BS:5975

3. FORM WORK FOR VARIOUSSTRUCTURALM EMBERSSHALLNOT BEREMOVEDBEFORE THEEXPIRY OF

FOLLOWING PERIODSAFTER CASTING.

(a) WALLS,COLUMNS&VERTICALFACESOF STRUCTURALMEMBERS. :-24TO48HOURS

(b)SLABS(PROPSLEFT UNDER) :-3DAYS

(c)BEAM SOFFITS(PROPSLEFT UNDER) :-7DAYS( i) S PA NN IN G < 4 .5 M : 7 D A YS-

( i) S PA NN IN G > 4 .5 M : 1 4 D AY-

-( i) S PA NN IN G < 6 M : 1 4D AY

(e)REMOVALOFPROPS UNDER BEAMS&ARCHES :-

(d)REMOVALOFPROPS UNDER SLABS:-

E. LINTELS

1. TYPICALLINTEL DETAILSARE GIVENIN STANDARDDETAILS DRAWING SHEET ANDACCOMPANYNG TABLE.

1. ALLBLOCKWORK UP TO PLINTH LEVELSHALLBE OF SOLIDBLOCKS.

6. WHEREVER HOLLOWBLOCKSARE FILLED, CONCRETEGRADE O.P.C. 20/O.P.C 15 TO BEUSED FOR WORKS

7. BLOCKWORK SHALLBE SECUREDTO CONCRETEFRAME USING SCREW FIXEDOR SHOT FIREDAPPROVED

8. UNLESS OTHERWISESPECIFICALLY MENTIONEDALLBLOCK WORKSFOR PARAPETSSHALLBE FILLEDWITH

F. BLOCK WORK

3. MINIMUM THREEBRICKS SHALLBE SELECTEDAT RANDOM FROM EACH LOT ANDSHALLBE TESTEDFOR

RELEVANT STANDARDSFOR TESTING.

2. BRICK MASONRY SHALLBE CONSTRUCTEDINCEMENT MORTAR 1:5(TYPE M2) UNLESSSPECIFIEDOTHERWISE.

9. ALLMASONRY JOINTSSHALL BERAKED TO A DEPTH OF6mm TO ENSURE EFFECTIVEBONDW ITH PLASTER.

10. ALLPARTITION(HALF BRICK THICK) WALLSLENGTH UP TO 6.0M SHALLBE PROVIDEDWITH REINFORCEMENT

LAIDFIRST ANDOTHER HALFLAIDAFTER THEREINFORCEMENT ISPLACEDINTO THEPOSITION.

5. MORTAR FOR MASONRY SHALLCONFORM TO IS:2250.

CRUSHING STRENGTH ANDWATER ABSORPTION& TEST RESULTSSHALLBE INCONFORMITY WITH

AT EVERY FOURTH COURSEWITH 2.NOSOF MIN. 6mmDIA BARS, HALFTHE MORTAR SHALLBE LAID

ANDT8-200 STIRRUPSSHALLBE PROVIDEDAT MIDDLEHEIGHT OFTHEBLOCK WALLSWITH CLEAR HEIGHTS

12. A REINFORCEDCONCRETE BONDBEAM HAVING A DEPTH OF20cm ANDWIDTH EQUALTO THEWIDTH OFTHE

EXCEEDING 3.50m. THISBEAM MUST BE ANCHOREDIN ADJACENT COLUMNS/WALLS.

WALLSAT A SPACING OF6m. THISCOLUMNMUST BEANCHORED INUPPER ANDLOWER SLABS.

11. A REINFORCEDCONCRETE BONDCOLUMN HAVING A WIDTH OF20cmAND DEPTH EQUALTO THEWIDTH OF

4. ALLBLOCKWORK USEDISTO COMPLY WITH THEREQUIREMENTS OF INTERNATIONALCODESWITH A MINIMUM

COMPRESSIVESTRENGTH OF7.5N/mm2 FOR HOLLOWBLOCKSAND 12N/mm2 FOR SOLIDBLOCKS.

BELOW/ABOVEPLINTH LEVELRESPECTIVELY.

GALVANIZEDMETALTIES FIXEDTO TO COLUMNSAND UNDERSIDEOFFIRED APPROVEDGALVANIZED

METALTIESFIXED TO COLUMNS

CONCRETEAND T12-200STEEL BLOCK WORK, FOR OTHER AREASSHALLNOT BEFILLEDW ITH CONCRETE

THEWALL REINFORCEDWITH 4T12AND T8-200STIRRUPS SHALLBE PROVIDEDINALL BLOCKWORK

WALLREINFORCEDWITH 4T12ANDT8-200 STIRRUPSSHALLBE PROVIDEDAT MIDDLEHEIGHT 4T12

(A) CONCRETECHARACTERISTIC STRENGTH C40

(B) HIGH YIELDSTRENGTH DEFORMEDBARS......Fy 460

2. MATERIALS OFCONSTRUCTIONSHALL HAVEFOLLOWING STRENGTHS

STRUCTURALDESIGNAREASGIVENINDESIGNBASIS.

(C) CONCRETEBLOCKS' : MINIMUM CRUSHING STRENGTH =7.5N/mm2

H. DESIGN NOTES

3. NET SAFEBEARING CAPACITY ISADOPTED ASPER SOILREPORT

1. DESIGNPARAMETERSAND DESIGNLOADSADOPTED FOR

MINIMUM CEMENT CONTENT 350kg/m3

MAXIMUM WATER/ CEMENT RATIO 0.42

14. GRADEOF CONCRETE

C40- FOUNDATION, COLUMN, BEAM, SLAB, STAIR, COREWALL ,

SOILBEARING CAPACITY OFSOIL ISCONSIDEREDAS

(TO BECONFIRMEDWITH SOILINVESTIGATIONREPORT)

ALLCONCRETEFACESINCONTACT WITH SOILBELOWTHEGROUNDSLABLEVEL ARETO BE PROTECTEDBY 2 COATSOFBITUMINOUS

PAINT ANDWRAPPED IN1200 GAUGEPOLYTHENESHEETS, UNLESSNOTEDOTHERWISE, TO THEAPPROVALOF THEENGINEER.

ALLAPPLICATIONSARE TO BECARRIEDOUT STRICTLY INACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.

a.

b.

ANY OTHER APPROVEDEQUIVALENT WITH A DFT OF350MICRONS OR EQUIVALENT.

9. USESUNANDA'S POLYALK CP 293+OR EQUIVALENT ASCORROSSIONINHIBITOR FOR ALLCONCRETE WORKS

ASANADMIXTUREAT 0.6L/CU.M.

OR13. THEGROUT MORTER USEDFOR ROTATING ANDRECIPRCCATING EQUIPMENT ANDBASE WITH SHEAR KEYS

SHALLBE NON-SHRINK READY MIXEPOXY BASEGROUT WITH SUNANDA'SSUNEPOXY 300 OR ANY OTHER

6A. STEELPROTECTION

ALLEXPOSED REINFORCEMENT STEEL& STRUCTURALSTEELHAVE TO BEPAINTEDPAINTEDWITH EPOXY ANTI-CORROSIVEPAINT

Xr ef Z:\ AMR C _AlMabelah R esidentialC ommer cial\05-planningCAD\ 05_03_designplanning\ Str l\ layout \xr ef \ A1 Sheet. dwg

DRAWING TITLE :

APPR :DESIGN : DATE:

REVISION:DRAWING NUMBER:

DRAWN :

JOB NUMBER: SHEET:SCALE:

A1

R EV . N O. D AT E I SS UE O R R EV IS IO N DWN

PROJECT:

CLIENT:-

A1

CHKD :

DESIGN CONSULTANT :-

D.R.K.CH. 18.05.2015M.S. P.M.

DGC-08-14-169 1:200

GN-01 00


GENERAL NOTES


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TYPICAL CONTINUOUS BEAM

TYPICAL CANTILIVER BEAMTYPICAL SINGLE SPAN BEAM

ADJOINING BEAMS OF DIFFERENT DEPTH

TYP. DETAILS OF REINFORCEMENT OF

TWO LAYER REINFORCEMENT AT TOP & BOTTOM

TYP. C/S DETAIL OF BEAM WITH

BEAM SECTION (REF. 2)BEAM SECTION (REF. 1)

DEEPER THAN 600

SIDE BARS FOR BEAMS

DETAIL AT CHANGE OF COLUMN SECTION FLOATING COLUMN

COLUMN SUPPORTED ON BEAMTYPE - 1

DETAIL AT CHANGE OF COLUMN SECTION

TYPE - 2

SPECIFIC NOTES:

TYPICAL COLUMN ELEVATION

(STARTING FROM RAFT FOUNDATION) LINTEL DETAILS

190 THK WALLS ( L > 1500)

SECTION C-C

SCHEDULE FOR LINTELS

SECTION B-BSECTION A-A

TYPICAL LINTEL FOR 190 Thk. WALLS

TYPICAL LINTEL FOR 190 Thk. WALLSTYPICAL LINTEL FOR 100 -150 Thk. WALLS

TYPICAL LINTEL FOR 300-450 THK WALLS

300- 450 THK WALLSSCHEDULE FOR LINTELS

(FOR NON-LOAD BEARING BLOCK WALLS)

LINTEL CONNECTION DETAILS

SECTION D-D

SECTION E-E

SECTION D-D

CONNECTION SCHEDULE FOR LINTELS

THAN SHOWN IN TYPICAL DETAIL)(WHERE WALL BEARING IS LESS

STANDARD DETAILS

(COLUMN & BEAMS)

SD-01

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DGC-08-14-169 1:200

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16/17

NOTES:

OPENING < 150mm

OPENING - 150mm to 450mm

OPENING - 450mm to 900mm

NOTE :

SECTION OF FLOOR SLAB > 200mm

NOTE :

L3L2L1

L

CANTILEVER SLAB SECTION OF SINGLE SPAN SLAB

Length of `U' = L/5 Length of `U' = L/5

LAP

DETAIL AT CHANGE IN THICKNESS

L4

L

L/2

L

DISCONTINUOUS

SUPPORT

SUPPORT

CONTINUOUSCONTINUOUS

SUPPORT

SUPPORT

DISCONTINUOUS

L3L2L1 L4

TYPICAL SECTION OF FLOOR SLAB 200mm

STANDARD DETAILS(SLAB & OPENINGS)

SD-02

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15 CONTROL JOINT

TYPICAL MOVEMENT JOINT DETAILDETAIL AT INTERFACE

WITH CONCRETE FRAME

WALL HEAD DETAIL CAVITY WALL MOVEMENT JOINT DETAIL

15

190

600 EXTENT OF

195 (MIN.)

SECTION 1-1PART ELEVATION

TYPICAL DETAIL AT LINTEL

4 0 0 M a x .

90 BLOCK WORK AT TOILETS

300

1 9 0

2 5

2 0 0

5 0

1 5 0

1 5 0

3 0 0

190/240

STANDARD DETAILS

(BLOCK WALL)

SD-03

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