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CLIENT:
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PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
ISSUEDAS:
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DESCRIPTION N
TERRACEFLOORPLAN
ThisDrawingisthepropertyofKHDesignsPvtLtd isnottobecopied,issuedorloanedtoany thirdpartyforanypurposeotherthanforwhich
ithasbeenissued.
ARCHITECTS:
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SCALE/SHEETSIZE:
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DRAWINGNO:
DATE:
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CLIENT:
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K.KARTHIKRAMAN
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DATE
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DESIGNEDBY:K.KARTHIK
TERRACEFLOORPLAN S.AAKASH
REVISIONS
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CLIENT:
MR.SASTHARESIDENCE
PROJECT:
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ISSUEDAS:
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DESCRIPTION N
ThisDrawingisthepropertyofKHDesignsPvtLtd isnottobecopied,issuedorloanedtoany thirdpartyforanypurposeotherthanforwhich
ithasbeenissued.
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DATE:
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TERRACEFLOORPLAN S.AAKASH
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MR.SASTHARESIDENCE
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DATE
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DESIGNEDBY:K.KARTHIK
TERRACEFLOORPLAN S.AAKASH
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PROPOSEDRESIDENCEFORMr.SASTHA
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DESIGNEDBY:K.KARTHIK
S.AAKASH NTS
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DOORSCHEDULEANDDETAILS
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ithasbeenissued.
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WINDOWSCHEDULE S.AAKASH
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CLIENT:
MR.SASTHARESIDENCE
PROJECT:
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ISSUEDAS:
GOODFORCONSTRUCTION
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ThisDrawingisthepropertyofKHDesignsPvtLtd isnottobecopied,issuedorloanedtoany thirdpartyforanypurposeotherthanforwhich
ithasbeenissued.
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DESIGNEDBY:K.KARTHIK
WINDOWSCHEDULE S.AAKASH
REVISIONS
W-1GRILL W-2GRILL
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D-4ABOVEANDSIDEFIXEDWINDOW
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KW-1GRILL KW-2GRILL W-6GRILLREVISIONS
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K.KARTHIKRAMAN
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DATE
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DRAWNBY:S.AAKASH
DESIGNEDBY:K.KARTHIK
REVISIONS
DESCRIPTION
MR.SASTHARESIDENCE
PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
SSUEDAS:
GOODFORCONSTRUCTION
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ThsDrawngisthepropeyofKHDesignsPvtLtd sno obecoped,ssuedoroanedoany thdparyoranypuposeoherhanforwhch
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K.KARTHIKRAMAN
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K.HARIVIGNESH S.AAKASHVASAN S.AAKASH
MR.SASTHARESIDENCE
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SHEETTITLE
ThsDrawngsthepopeyoKHDesignsPvtLtd
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PARKINGLEVEL +1'0"LVL
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GROUNDLEVEL +0'0"LVL
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COMPOUNDWALLANDENTRANCE GATEDESIGN
ThsDawngshepropertyofKHDesignsPvtLtd snotobecoped,ssuedooanedoany hrdpatyforanypuposeoherthanforwhich
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DATE:
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DRAWNBYS.AAKASH
DESIGNEDBYK.KARTHIK
COMPOUNDWALLLEVEL +10'0"LVL
REVISIONS
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PARKINGLEVEL +1'0"LVL
CLIENT:
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PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
GROUNDLEVEL +0'0"LVL
SSUEDAS:
GOODFORCONSTRUCTION
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COMPOUNDWALLANDENTRANCE GATEDESIGN
ThsDawngshepropertyofKHDesignsPvtLtd snotobecoped,ssuedooanedoany hrdpatyforanypuposeoherthanforwhich
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DATE:
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DRAWNBYS.AAKASH
DESIGNEDBYK.KARTHIK
REVISIONS
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CLIENT
MR.SASTHARESIDENCE
PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
ISSUEDAS
GOODFORCONSTRUCTION
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SHEETTITLE
25MMX50MM BOXSECTION 40MMX100MM SECTIONBOX hasbeenssued.
ThsDrawngsthepopeyoKHDesignsPvtLtd snoobecoped,ssuedoroanedtoany thrdpayoranypurposeotherhanowhch
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DESIGNEDBYK.KARTHIK
K.KARTHIKRAMAN K.HARIVIGNESH S.AAKASHVASAN S.AAKASH
REVISIONS
NO DATEREVISION
CLIENT:
MR.SASTHARESIDENCE
PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
SSUEDAS:
GOODFORCONSTRUCTION
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SHEETTTLE:
RAINWATERTRAP ASPERDETAIL thasbeenssued.
ThsDawngshepropertyofKHDesignsPvtLtd snotobecoped,ssuedooanedoany hrdpatyforanypuposeoherthanforwhich
ARCHITECTS:
SCALE/SHEETSIZE:
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K.KARTHIKRAMAN K.HARIVIGNESH S.AAKASHVASAN
NTS
DATE:
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DRAWNBYS.AAKASH
DESIGNEDBYK.KARTHIK
POOJAANDCOURTYARDDETAIL S.AAKASH
REVISIONS
NO DATEREVISION
DESCRIPTION
CLIENT
MR.SASTHARESIDENCE
PROJECT:
PROPOSEDRESIDENCEFORMr.SASTHA
ISSUEDAS
GOODFORCONSTRUCTION
SHEETTITLE
ThsDrawngsthepopeyoKHDesignsPvtLtd snoobecoped,ssuedoroanedtoany thrdpayoranypurposeotherhanowhch
hasbeenssued.
ARCHTECTS:
SCALE/SHEETSIZE:
REVISIONNO: R0
DRAWINGNO
K.KARTHIKRAMAN K.HARIVIGNESH S.AAKASHVASAN
NTS
DATE
13-2-2023
DRAWNBY:S.AAKASH
DESIGNEDBYK.KARTHIK
COURTYARDSKYLIGHTOPTIONS S.AAKASH
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8.Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=11 2
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB="
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
PROJECT
ARCHITECT
STRUCTURALENGINEER
DETAILED SCALE SHEETA3 1:100 MV RK
DESIGNED
RELEASEDFOR
TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE 10/12/2022R0
DRAWINGNUMBER
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8.Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=11 2
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB="
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
PROJECT
PROPOSEDRESIDENTIALBUILDING@ MADURAI K.KARTHIKRAMAN K.HARIVIGNESH
ARCHITECT
STRUCTURALENGINEER
Er.RaviKumar
DESIGNED DETAILED SCALE SHEETA3 1:100 MV RK
RELEASEDFOR TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE
10/12/2022R0
DRAWINGNUMBER
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8.Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=11 2
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB="
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
PROJECT
PROPOSEDRESIDENTIALBUILDING@ MADURAI K.KARTHIKRAMAN K.HARIVIGNESH
ARCHITECT
STRUCTURALENGINEER
Er.RaviKumar
DESIGNED DETAILED SCALE SHEETA3 1:100 MV RK
RELEASEDFOR TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE
10/12/2022R0
DRAWINGNUMBER
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8."Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=1"
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB=3 4
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
PROJECT
PROPOSEDRESIDENTIALBUILDING@ MADURAI K.KARTHIKRAMAN K.HARIVIGNESH
ARCHITECT
STRUCTURALENGINEER
Er.RaviKumar
DESIGNED DETAILED SCALE SHEETA3 1:100 MV RK
RELEASEDFOR TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE
10/12/2022R0
DRAWINGNUMBER
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8."Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=1"
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB=3 4
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
1)CONCRETINGATSITESHALLBESTARTEDONLYAFTERVERYFYINGALLFABRICATIONOFREINFORCEDMENT
IMPORTANTNOTES: DONEFORVARIOUSMEMBERS.(via)BEAMS,SLABS,COLUMN,FOOTING,ETSANDSHOULDBECHECKEDASPER STRUCTURALLATESTREVISIONSDRAWINGSBYOURQUALIFIEDCIVILENGINEERTOAVOIDANYMISTAKEATSITE INFABRICATIONOFREINFORCEMENTBAR.
2)CANTILEVERPROPSSHOULDNOTBERELEASEDUNTILTHEROOFISCONCRETED
3)SPACEBARSTOBEPROVIDEDINBETWEENTWOLAYEROFREINFORCEMENTATEVERY4'-0"C/C.
PROJECT
PROPOSEDRESIDENTIALBUILDING@ MADURAI K.KARTHIKRAMAN K.HARIVIGNESH
ARCHITECT
DESIGNED DETAILED SCALE SHEETA3 1:100 MV RK
RELEASEDFOR TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE
10/12/2022R0
DRAWINGNUMBER
THISDRG.ISTHEPROPERTYOFSAFESTRUCTURALCONSULTANCYPVT. LTDANDSHALLNOTBEPASSEDANYPERSONNOTAUTHORIZEDBYSSC TORECIEVEIT.ITSHALLNOTBECOPIEDORMODIFIEDINFULLORPART WITHOUTSSC'SPRIORPERMISSION.THEDETAILSFURNISHEDINTHIS DRG.AREFORTHISPROJECTONLY.
TECHNICALNOTES
1.ALLDIMENSIONSAREINFEET&INCHESUNLESS OTHERWISESPECIFIED
2.ONLYWRITTENDIMENSIONTOBEFOLLOWED.
3.ANYDISCREPANCIESNOTICEDINTHEDRG.SHALLBEBROUGHTTO OURNOTICEIMMEDIATELY.
4.EXECUTIVESSHALLCHECKALLDRAWINGBEFORETAKING EXECUTIONINHAND.
5.ENGINEERINCHARGETOENSURETHATCONSTRUCTIONLOADSDO NOTEXCEEDLIVELOAD,APPROPRIATEARRANGEMENTTOBEMADETO DISTRIBUTECONSTRUCTIONLOADEVENLY.
6.GRADEOFCONCRETESHALLCONFIRMTOIS4562000 ALLRCCCOLUMN&FOOTINGINM25(1:1:2)GRADE
7.GRADEOFCONCRETESHALLCONFIRMTOIS4562000ALLRCC COMPONENTS(EXCEPTCOLUMN&FOOTING)INM20(1:1.5:3)GRADE
8.Ø"DENOTESHIGHSTRENGTHDEFORMEDBARSOFGRADEFE500 CONFORMINGTOIS17861985
9.CLEARCOVERTOREINFORCEMENT.
A.COLUMNS=11 2
B.FOUNDATION=2"
C.GRADEBEAM=1"
D.FLOORBEAM=1"
E.FLOORSLAB="
10.THEBUILDINGFOUNDATIONHASBEENDESIGNEDFOR G+1.THEREQUIREDCAPACITYOFSOILIS200KN/M2 THECONTRACTORISRESPONSIBLEFORATTAININGTHIS CAPACITY200KN/M2BYCONSULTINGWITHSOILEXPERTS.
11.LOOSESOILIFANYSHALLBEREMOVEDBEFORELAYINGFOUNDATION.
LAPJOINTSFORREINFORCEMENTBARS:
i)ATANYCROSSSECTIONOFTHEMEMBER,NOTMORETHAN50%OFTHE
BARSSHALLBELAPPED.
ii)LAPSINCOLUMNSSHALLBEPROVIDEDATMIDHEIGHTOFFLOORAND
NOTATSLABLEVEL
iii)LAPSINBEAMSANDSLABSSHALLBEPROVIDEDATTHEPOINT
12.THEDEPTHOFBEAMSSHALLBEINCLUDINGTHESLABTHICKNESS. OFCONTRAFLEXURE
CLIENT
PROJECT
PROPOSEDRESIDENTIALBUILDING@ MADURAI K.KARTHIKRAMAN K.HARIVIGNESH
ARCHITECT
STRUCTURALENGINEER Er.RaviKumar
DESIGNED DETAILED SCALE SHEETA3 1:100 MV RK
RELEASEDFOR TENDER APPROVAL CONSTRUCTION
DRAWINGNAME
REVISIONDATE
10/12/2022R0
DRAWINGNUMBER
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------1900mm650mm1400mm1400mm1400mm1400mm2400mm1400mm2400mm1400mm200mm
------1900mm650mm1400mm1400mm1400mm1400mm2400mm1400mm2400mm1400mm200mm
TWO WAY SWITCHWIRINGS
------1900mm650mm1400mm1400mm1400mm1400mm2400mm1400mm2400mm1400mm200mm
----1900mm650mm1400mm1400mm1400mm1400mm2400mm1400mm2400mm1400mm200mm
----1900mm650mm1400mm1400mm1400mm1400mm2400mm1400mm2400mm1400mm200mm