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
NEW FACILITY BUILDING
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
DRAWING TITLE :
APPR :DESIGN : DATE:
REVISION:DRAWING NUMBER:
DRAWN :
JOB NUMBER: SHEET:SCALE:
A1
R EV . N O. D AT E I SS UE OR RE VI SI ON DWN
PROJECT:
CLIENT:-
A1
CHKD :
DESIGN CONSULTANT :-
D.R.K.CH. 11.06.2015M.S. P.M.
DGC-08-14-169 1:200
00
NEW FACILITY BUILDING
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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
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. 11.06.2015M.S. P.M.
DGC-08-14-169 1:20
00
NEW FACILITY BUILDING
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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
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. 11.06.2015M.S. P.M.
DGC-08-14-169 1:200
00
NEW FACILITY BUILDING