DRG.TITLE PROJECT NOTES DESCRIPTION
CLIENT:KETANJI
GROUNDFLOOR PLAN
DRG.NO.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame.
REVISIONS
NO.DATE
ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 01
ARCHITECT
TYPOLOGY RESIDENTIAL CHECKEDBY:ANKITGT. SCALE:NTS DATE:22/01/2022 N DRAWNBY:ZIA POWDER ROOM TEMPLE 11'-8" 15' 6' 3' COURTYARD 7'-9" UP UP FORMALSITTING 13'-11" 12' 42' 13' 17' 7' 3'-10" 1' KITCHEN BEDROOM KIDSROOM DRESS TOILET OTS DRESS TOILET CUTOUT INSLAB ABOVE7'-8" LIVING/DINING 19'-9" 20'-4" 12'-10" 6' 18' 28'-1" 13'-2" 16' 15'-4" 11'-8" 16' 13'-4" 14' 11'-5" 12'-6" 7'-3" 8'-1" 7'-3" 6' 7'-3" 7' 3'-9" 14'-4" 6' 5'-4" 8'-6" 6' 6' BEDROOM 1'-3" 2' 4' 84'-6" WASHAREA 10 12 " 3'-6" 42' 1.PLOTAREA-3549SQ.FT. 2.TOTALFLOORAREA-2598SQ.FT. 3.O.T.S.AREA-218.5SQ.FT. 4.STAIRCASEAREA-247.9SQ.FT. NOTES C1 C1 C1 C2 C2 C3 C3 C2 C3 C3 C2 C3 C3 C2 C3 C3 C3 C4 C3 C3 C3 C4 C4 C5 C5 C5 C5 C6 C6 D1 D1 D2 D2 D2 D1 D1 D1 D1 D1 D2 D2 D2 W1 W2 V V V W3 W3 W4 D1
DRG.TITLE PROJECT NOTES DESCRIPTION
CLIENT:KETANJI
1.PLOTAREA-3549SQ.FT.
2.TOTALFLOORAREA-3020.5SQ.FT.
3.O.T.S.AREA-291.5SQ.FT.
4.STAIRCASEAREA-115.5SQ.FT.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame.
3' 42' OTS BELOW CUTOUT INSLAB BELOW 16' 15' COURTYARD DN UP 7'-8" 6' FAMILYLOUNGE 3'-10" 1' MASTERBEDROOM DRESS TOILET BEDROOM TOILET DN TERRACEGARDEN + OPENBARBEQUE 12'-2" 18'-1" 12' 17' 6' 6' 13'-11" 11'-8" 15'-4" 10'-8" 7'-3" 84'-6" BALCONY FAMILYLOUNGE BEDROOM 11'-8" 15'-4" 11'-5" 6' 11'-9" 7'-3" 6' 10'-7" 9' 9'-9" 15'-8" 6'-9" 13'-7" 18'-4" 6' 11'-3" 6'-4" 19'-9" 7' TOILET 9'-11" 3'-9" 10 12 " 3'-6" 7'-3" 11'-5" DRESS FIRSTFLOOR PLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 02 NO.DATE
DRG.NO.
ARCHITECT
TYPOLOGY RESIDENTIAL CHECKEDBY:ANKITGT.
N
SCALE:NTS DATE:22/01/2022
DRAWNBY:ZIA
C1 C1 C1 C2 C2 C3 C3 C2 C3 C3 C2 C3 C3 C2 C3 C3 C3 C4 C3 C3 C3 C4 C4 C5 C5 C5 C5 C6 C6 D1 D1 D1 D1 D1 D1 D1 D2 D2 D2 V V V SD1 SD2 W3 W2 SD2
NOTES
NOTES C1 C1 C1 C2 C2 C3 C3 C3 C3 C2 C3 C3 C4 C4 C4 D1 D1 D1 D1 D2 V V W2 W2 SD2
1.PLOTAREA-3549SQ.FT.
2.TOTALFLOORAREA-1523.8SQ.FT.
DRG.TITLE PROJECT NOTES DESCRIPTION
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
N
SCALE:NTS
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
DRAWNBY:ZIA
TYPOLOGY RESIDENTIAL CHECKEDBY:ANKITGT.
42' 15' COURTYARD FAMILYLOUNGE BEDROOM TOILET 11'-8" 15'-4" 10'-8" 7'-3" 84'-6" BALCONY BELOW BEDROOM 11'-8" 15'-7" 11'-5" 6' 19'-5" 10'-7" 9' 9'-9" 7'-10" 20'-4" 16'-10" 7' TERRACE DN 3'-9" 10 12 " 3'-6" TOILET 9'-11" 7'-3" 5'-3" 11'-5" DRESS
PLAN
ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 03
SECONDFLOOR
REVISIONS
NO.DATE
CLIENT:KETANJI DRG.NO. ARCHITECT
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame.
DATE:22/01/2022
3.O.T.S.AREA-291.5SQ.FT.
EXISTING SITE
3' BORINGPOINT
PROJECT NOTES
CLIENT:
SAURABHDIXIT
DRG.TITLE
LAYOUTPLAN GROUNDFLOOR COVDAREA:3400SQFT
DRG.NO.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
TYPOLOGY DUCT 4'-0 ROAD
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
REVISIONS
NO.DATE N
DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:02/07/2020 3'
ARCHITECT
DESCRIPTION
CHILDROOM STATUE MASTER BEDROOM FATHER'SROOM FAMILYSITTING FORMALSITTING OFFICE CONSOLE ENTRANCE LOBBY KITCHEN DISH WASHING AREA SERVINGCONSOLE DINING UP POOJA POOL DECK LAWN GREEN PORCH ENTRY 2' 12' 1'-10" 20'-6" 5'-6 8'-10" 7'-8" 3'-8" 10'-6" 5'-10 12 " 9' 3'-10 2' 15'-1 12 16'-9" 14' 22' 17'-6" 11'-8" 14'-10" 14'-3" 12'-6" 4'-6" 8' 5'-8 2 5' 2'-2" 4' 2' 2' 8'-2" 15' 6' POWDERROOM LVL+2'-4" LVL+2'-8" LVL+2'-8" LVL+2'-8" LVL+2'-8" LVL+2'-8" LVL+2'-8" LVL+1'-8" LVL+2'-0" LVL+1'-10" 7'-4" 14'-9" 24'-9" 14'-9" 4' 8' 5'-11" 10' 12'-6" LVL+2'-8" HEIGHT 12'-00" HEIGHT 14'-6" HEIGHT 12'-00" HEIGHT 12'-00" HEIGHT 11'-00" DOWN DOWN DOUBLEHEIGHT HEIGHT 12'-0"
ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW
PHONE:0522-4962014
RESIDENTIAL
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame. DOWN DOWN
ROAD
DRG.TITLE
PROJECT NOTES
LAYOUTPLAN FIRSTFLOOR
REVISIONS
1.Drawinganddimensionsareonlytobereadandnotscaled.
DESCRIPTION
SCALE:NTS
TYPOLOGY
CLIENT: SAURABHDIXIT DRG.NO.
RESIDENTIAL
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame.
DATE:02/07/2020
DRAWNBY:ZIA
CHECKEDBY:ANKITGT.
CHILDROOM STATUE BEDROOM3 BEDROOM4 FAMILYSITTING DINING UP ELECTRICAL LAWN GREEN 2' 12' 1'-10" 20'-6" 5'-6 8'-10" 7'-8" 3'-8" 10'-6" 5'-10 12 " 9' 3'-10 2' 15'-1 12 16'-9" 14' 22' 17'-6" 14'-10" 14'-3" 12'-6" 5'-8 2 5' 2'-2" 4' 2' 2' 8'-2" 15' 6' ROAD LVL+2'-4" LVL+15'-2" 14' LVL+1'-8" 10' 12'-6" ROOM/STORE LVL+15'-2" LVL+15'-2" LVL+15'-2" DOUBLEHEIGHT DOWNBELOW LVL+16'-8" LVL+15'-0" BALCONY BALCONY UP DOWN 4' 4' 5' 1'1' DUCT HEIGHT 12'-00" HEIGHT 12'-00" HEIGHT 12'-00" HEIGHT 12'-00" HEIGHT 12'-00" LVL+15'-2" BALCONY 5'-9" 11'-6" LVL+15'-0" 15'-6" POOL DECK LVL+2'-8"
ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO.DATE
N
ARCHITECT
DRG.TITLE
PROJECT NOTES
LAYOUTPLAN TERRACEFLOOR
REVISIONS
1.Drawinganddimensionsareonlytobereadandnotscaled.
TYPOLOGY
CLIENT: SAURABHDIXIT DRG.NO.
RESIDENTIAL
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
NO.DATE N
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanager,beforeexcecutionofthesame.
DESCRIPTION
SCALE:NTS
DATE:02/07/2020
DRAWNBY:ZIA
CHECKEDBY:ANKITGT.
SERVANT'SROOM LVL+2'-4" ROAD 8'-10" 7'-8" DOWN GREEN 5'-6 1'-10" 3'-8" 1' LVL+27'-8" 4' BALCONY(DOWN) 5' 4' 1' MUMTY LVL+27'-8" BALCONY TERRACE LVL+27'-6" LVL+27'-6" BALCONY(DOWN) SERVANT'S KITCHEN DUCT LVL+16'-8" LVL+15'-0" POOL DECK LVL+2'-8"
BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
ANKITGUPTA
ARCHITECT
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
DOWN UP 1 D1 D1 D2 LVL+800MM LVL+800MM LVL+800MM LVL+800MM SHAFT D3 DOWN UP 2 UP S.WIDTH: 1200RISER:165TREAD:275 LVL+800MM LVL+650MM D3 D3 D3 D3 D3 D4 D4 D4 W1 W1 W2 W3 W4 W5 D4 V1 V1 V1 CENTERLINEPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE N CLIENT: SAURABHDIXIT DRG.NO. DRG.TITLE PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:24/10/2020 REV-01 D3 D3 LVL+500MM 230 230 A B CD E F G H J K L MN O 1 2 3 4 5 7 8 9 10 12 1 2 SETBACKDIMENSION COLUMNDIMENSION GRIDDIMENSION GRIDDIMENSION SETBACKDIMENSION COLUMNDIMENSION GRIDDIMENSION GRIDDIMENSION PLOTDIMENSION PLOTDIMENSION SETBACK DIMENSION COLUMN DIMENSION GRID DIMENSION GRID DIMENSION PLOT DIMENSION 11 3 4 5 7 8 9 10 12 11 SETBACK DIMENSION COLUMN DIMENSION GRID DIMENSION GRID DIMENSION PLOT DIMENSION 6 6 2972 3788 2925 1974 5113 5715 2377 18565211109 110 1753 2362 1425 2925 111 1863 1836 1327 1949 110 5605 2152 450 6309 450 2475 450 6637 450 5265 450 2152 17221 8947 28320 225 5211109 110 1753 2362 1425 2925 111 1863 1836 1327 1949 110 5605 5475 225 5855 4462 3699 1327 1949 5715 5475 450 5405 450 3901 221 230 4796 230 7324 450 5025 5348 17602 6345 29295 2646 110 2632 1983 1856 2668 110 1946 1524 2773 1862 2023 115 5388 3839 2668 2056 4297 3885 115 5273 230 3609 230 2438 230 1826 230 4067 230 3655 230 5273 16975 22248 2553 110 2632 1983 1856 2668 1101946 1524 2773 1862 2023 115 2553 4724 4634 3470 4634 2023 115 230 1795230 4403 230 3131 450 4294 230 4495 230 2438 2438 19717 22155 A B CD E F G H J K L MN O 3457 3457 3232 P P 450 869 1094 1094 1432 11109 LVL+400MM LVL+500MM LVL+500MM LVL+400MM LAWN GREENAREA LVL200MM POOL A' A 2438
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
TIEBEAMPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE N CLIENT: SAURABHDIXIT DRG.NO. DRG.TITLE PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:25/08/2020 REV-02 TB1 TB2 TB1 TB3 TB2 TB7 TB5 TB6 TB7 TB6 TB4 TB2 TB5 TB3 TB5 TB5 TB2 TB3 TB1 TB2 TB2 TB5 TB5 TB6 TB7 TB4 TB5 TB5 TB2 TB5 TB2 TB2 TB3 TB3 TB5 TB5 TB3 TB8 TB3 TB7 TB7 TB7 TB3 TB1 TB5 TB3 TB5 TB3 TB2 TB5 TB2 TB5 TB5 1084 2336 1264 921 1185 1690 1423 1738 1150 1688 562 3207 2745 TB2 TB5 TB5 TB2 LVL+800 LVL+800 LVL+800 LVL+800 LVL+800 LVL+800 LVL+500 LVL200 LVL+500 LVL+650 LVL+800 LVL+800 LVL+800 LVL+800 LVL + 800 LVL+800 LVL+800 LVL + 800 A B CD E F G H J K L MN O 1 2 3 4 5 7 8 9 10 12 1 2 SETBACKDIMENSION COLUMNDIMENSION GRIDDIMENSION GRIDDIMENSION SETBACKDIMENSION COLUMNDIMENSION GRIDDIMENSION GRIDDIMENSION PLOTDIMENSION PLOTDIMENSION SETBACK DIMENSION COLUMN DIMENSION GRID DIMENSION GRID DIMENSION PLOT DIMENSION 11 3 4 5 7 8 9 10 12 11 SETBACK DIMENSION COLUMN DIMENSION GRID DIMENSION GRID DIMENSION PLOT DIMENSION 6 6 2972 3788 2925 1974 5113 5715 2377 18565211109 110 1753 2362 1425 2925 111 1863 1836 1327 1949 110 5605 2152 450 6309 450 2475 450 6637 450 5265 450 2152 17221 8947 28320 225 5211109 110 1753 2362 1425 2925 111 1863 1836 1327 1949 110 5605 5475 225 5855 4462 3699 1327 1949 5715 5475 450 5405 450 3901 221 230 4796 230 7324 450 5025 5348 17602 6345 29295 2646 110 2632 1983 1856 2668 110 1946 1524 2773 1862 2023 115 5388 3839 2668 2056 4297 3885 115 5273 230 3609 230 2438 230 1826 230 4067 230 3655 230 5273 16975 22248 2553 110 2632 1983 1856 2668 1101946 1524 2773 1862 2023 115 2553 4724 4634 3470 4634 2023 115 230 1795230 4403 230 3131 450 4294 230 4495 230 2438 2438 19717 22155 A B CD E F G H J K L MN O 3457 3457 3232 P P 450 869 1094 1094 BOUNDRYWALLTIEBEAMATLVL±00 BOUNDRYWALLTIEBEAMATLVL±00 BOUNDRY WALL TIE BEAM AT LVL ±00 BOUNDRY WALL TIE BEAM AT LVL ±00 BOUNDRYWALLTIEBEAMATLVL±00 TB2 5432 5475
[Note-a&barecolumndimentions]
TABLE-1,DETAILOFISOLATEDFOOTINGS
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
Notes:-
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitectconsultantand clarificationobtainedinwritingpriortoexecutionofwork.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm
[6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]DevelopmentlengthLd)fordifferentdiameterofbarsforconc.mixofgradeM-20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM20conformingtoI.S.456-2000. [10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs.
[1]Thelayoutofbuildingshallbegivenfromthearch.drg.
[2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient (S.B.C.=10.5T/SQM)=at2.5mdepth
[3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
[11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided. [1]Tiesinportionofcol.&beamjunctionshallbesameasendzone.
[2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c [3]Overlapsareallowedonlyatmiddlezoneofthecolumns. [4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
[1]Forlocationofbeamsreferslabplan.
[2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c [3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam. [5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport.
[7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified.
[8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement).
[2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab.
[3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
ReferencesIS4562000,IS13920-1993,IS-1893part(1):2002,SP-16SP-34
arch.drg.no.-allarch.drgs
REVISION
DETAILOFISOLATEDFOOTING &COMBINEDFOOTINGS
AR.ANKITGUPTA
BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar July-2020
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant B.Tech(Civil)M.Tech(Str)Hons Scale N.T.S.
DesignTeam (SIGNATURE&STAMP)
DRG.NO.
STRUCTURALCONSULTANTS:
Dated [STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
8/14,IndiraNagarLucknow(UP)Tel.-0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
1500 #10@175 (crossbar) #12@150 (mainbar) 3#10(Thro.) #8'2L'STPS@150 G.LVL. Footing beam (300X650) in full length of footing 100 200 350 150 100 500 150 100 650
DETAILOFISOLATEDFOOTINGFT1 75 P.C.C. 4#12(Thro.) 1#8(Extra) (Both#8@225ways) 1500 #10@175 (crossbar) #12@150 (mainbar) 4#12(Thro.) #8'2L'STPS@150 G.LVL. Footing beam (300X650) in full length of footing 100 200 350 150 100 500 150 100 650 ATSEC.X1-X1 DETAILOFCOMBINEDFOOTINGCFT1 75 P.C.C. 4#16(Thro.) 1#8(Extra) (Both#8@225ways) 2500 4#12Thro.) ATSEC.X2-X2 SEC.OFCOMBINEDFOOTINGCFT2 1650 P.C.C. Footingbeam(350X550) infulllengthoffooting 4#16(Thro.) 100 200 200 150 100 400 150 100 550 #8'2L'STPS@175 G.LVL. 2500 #10@200 (crossbar) #12@150 (Mainbar) 4#12Thro.) ATSEC.X4-X4 SEC.OFCOMBINEDFOOTINGCFT4 1950 P.C.C. Footingbeam(550X600) infulllengthoffooting 5#16(Thro.) 100 200 250 150 100 450 150 100 600 #8'4L'STPS@200 G.LVL. 2500 #10@200 (crossbar) #12@175 (Mainbar) 4#12Thro.) ATSEC.X3-X3 SEC.OFCOMBINEDFOOTINGCFT3 2250 P.C.C.
infulllengthoffooting 4#16(Thro.) 100 200 250 150 100 450 150 100 600 #8'4L'STPS@175 G.LVL. 2500 #10@175 (crossbar) #12@150 (Mainbar) FT2 d1=D-d (AXB) SIZE TRENCH (mmxmm) [mm] D [mm] d PEDESTAL] FACEOFCOL. [THICKNESSAT ATEDGE] [THICKNESS 2 FOOTINGSIZE [A'XB'] FOOTINGREINF. FOOTINGNO.S. NO. Ast2 Ast1 1FT1 4 3FT3 FT4 5FT5 6FT6 7FT7 1500X2550Refersec. Y1-Y1 8FT8 200 400 200 1500X18001650X1950 #10@150 200 400 200 1800X18001950X1950 #10@175 200 400 200 1500X15001650X1650 #12@175 200 450 250 1800X21001950X2250 #12@175 200 450 250 2100X21002250X2250 #12@150 200 500 300 2100X24002250X2550 #12@150 200 500 300 2400X24002550X2550
(1500X2550)ATSEC.Y1-Y1
Footingbeam(550X600)
ST-02
SheetNo. DESCRIPTIONS DRG.TITLE:
S.N. DATE INITIAL
ARCHITECTCONSULTANTS:
SPANSTRUCTURES
9FT91500X1950Refersec. Y9-Y9 1500 #10@175 (crossbar) #12@150 (mainbar) 4#10(Thro.) G.LVL. Footing beam (500X650) in full length of footing 100 200 300 150 100 500 150 100 650 75 P.C.C. 5#12(Thro.) 1#8(Extra) (Both#8@225ways) 2500 #8'2L'STPS@200 (1500X1950)ATSEC.Y9-Y9
2500 150 D FLOORLVL. 300 100 100 450 450 Endzone H0TIESEND ZONE H0 H0 TIES IN MIDDLE ZONE A B B 2XDEPTHOFBEAM L0=ENDZONEINBEAMSHALLBE= d1 REFER SEC. XX L0 L0 OFFOLLOWING Endzone 7575 75 (b+200) 75 B' X a AST1(a+200) b AST2 A' X H 10075 10075 B' SECTIONATX-X Ast2 d Ast1 PCC TIES TIEBEAM END ZONE P.LVL. FORDETAILSREFERS COL.SECTIONS (C)LARGESTLATERALDIMENSIONOFCOL.(b) H0=ENDZONEOFCOL.SHALLBELARGEST (B)1/6XCLEARHT.OFCOL.(H) END TIESZONE LATERALTIES COL.REINE. SLABBEAMS (A)450MM. NOTE:G.LVL. 2500 #10@150 #10@175 #12@175 #12@175 #12@150 #12@150 #10@150#10@150
PLANOFTYPICALISOLATEDFOOTING(AXB) Fordetailsrefertable[1]below DETAILOFISOLATEDFOOTING
DETAILOFISOLATEDFOOTINGFT9
PROJECT [General]
[Foundation] [Columns] [Beams] [Slabs]
DETAILOFCOLUMNREINFORCEMENT
450 230
SEC.OFCOL.C7
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitectconsultantand clarificationobtainedinwritingpriortoexecutionofwork.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm
[6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]DevelopmentlengthLd)fordifferentdiameterofbarsforconc.mixofgradeM-20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM20conformingtoI.S.456-2000. [10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs.
[1]Thelayoutofbuildingshallbegivenfromthearch.drg.
[2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient (S.B.C.=10.5T/SQM)=at2.5mdepth
Ast1(Thro.)Ast2(Extra)
Asb2(Extra) Ast1(Thro.)
FORDETAILSREFERTABLE[2]BELOW DETAILSOFTIEBEAMSATPLINTHLVL. LdOR0.25L1 D (WHICHEVERISMORE) 0.15xL2 LdOR0.25L2 Ld+10Ø (WHICHEVERISMORE) Asb1(Thro.) 0.15xL1 Ld+10Ø 0.1xL1 (WHICHEVERISMORE) LdOR0.25L1 INTERMEDIATECOLUMN 2D 2D 2D L1 L2 MIDDLEZONE
TABLE-2,DETAILSOFTIEBEAMS
(Thro.atBottom)
[11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided. [1]Tiesinportionofcol.&beamjunctionshallbesameasendzone. [2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c [3]Overlapsareallowedonlyatmiddlezoneofthecolumns. [4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
[1]Forlocationofbeamsreferslabplan. [2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c [3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam. [5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport. [7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified.
[8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement).
[2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab. [3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
ReferencesIS4562000,IS13920-1993,IS-1893part(1):2002,SP-16SP-34
arch.drg.no.-allarch.drgs
REVISION
DETAILOFCOLUMN&TIEBEAMS
ARCHITECTCONSULTANTS:
AR.ANKITGUPTA
BUILDWELLARCHITECTS
402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant
Dated
DRG.NO.
B.Tech(Civil)M.Tech(Str)Hons
Scale N.T.S.
July-2020
SheetNo.
DesignTeam (SIGNATURE&STAMP)
ST-03
STRUCTURALCONSULTANTS:
SPANSTRUCTURES
[STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
230 230 SEC.OFCOL.C1 (230X230) 1212 12 12 12 12 12 12 #8@100inendzone #8@175inmiddlezoneTIES
COLUMNATGROUND&FIRSTFLOOR
SEC.OFCOL.C2 #8@100inendzone #8@175inmiddlezoneTIES SEC.OFCOL.C3 #8@100inendzone #8@175inmiddlezoneTIES 450 230 SEC.OFCOL.C4 (230X450) 16 16 12 12 16 16 16 16 #8@100inendzone #8@175inmiddlezoneTIES 12 12 450 230 SEC.OFCOL.C5 (230X450) 16 16 16 16 16 16 16 16 #8@100inendzone #8@175inmiddlezoneTIES 16 16 450 230 (230X450) 16 16 12 12 16 16 12 12 12 12 450 230 (230X450) 16 16 12 12 16 16 12 12 450 230 SEC.OFCOL.C6 (230X450) 20 20 16 16 20 20 16 16 #8@100inendzone #8@175inmiddlezoneTIES 16 16
Asb2
Asb1
SIDEFACE REINF. (ONEACHFACE) BEAM SIZE TIE BEAMNO. SR. NO. STIRRUPS MIDDLE ZONE '2L'STPS END ZONE '2L'STPS Ast1 LONGITUDINALREINFORCEMENT TOPFACEREINFORCEMENT WD mmmm BOTTOMFACEREINFORCEMENT 1 2 3 4 TB1 TB2 TB3 TB4 230 230 230 230 350 350 350 350-3#16Ø 3#16Ø #8@100c/c #8@175c/c 3#16Ø - 3#16Ø - #8@100c/c #8@175c/c 3#16Ø 2#16Ø 3#16Ø 2#12Ø #8@100c/c #8@175c/c 3#16Ø 2#16Ø 3#16Ø #8@100c/c #8@175c/c 5 6 7 TB5 TB6 TB7 230 115 230 350 350 350-2#16Ø 2#16Ø 3#16Ø - #8@100c/c #8@175c/c 2#10Ø - 2#12Ø - #8@150c/c #8@150c/c 2#12Ø - 2#16Ø - #8@150c/c #8@150c/c 8TB8230350 - 2#12Ø - 3#16Ø #8@150c/c #8@150c/c 2#16Ø 2#16Ø 2#16Ø 2#12Ø
(Extraatmiddle)
(Extraatsupport) Ast2 (Thro.atTop)
DESCRIPTIONS
DRG.TITLE: S.N. DATE INITIAL
8/14,IndiraNagarLucknow(UP)Tel.-0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
NOTE:ATTHEJUNCTIONOFTWODIFF.NUMBEROFBEAMSTHEHEIGHERREINFORCEMENTATTHESUPPORTSHALLBEADDOPTED.
Ast1(Thro.) Ast1(Thro.) Asb2(Extra)Asb1(Thro.) Ast2(Extra) STPS.INENDZONE STPS.INENDZONE STPS.INENDZONE STPS.INENDZONE ENDCOL. P.lvl. STIRRUPS [Slabs]
[General]
[Foundation] [Columns] [Beams]
TYP.REINF.DETAILSINTHETIEBEAMSSPANNINGBETWEENSUPPORTTOSUPPORT
PROJECT
Notes:-
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
(230X450)
20 16 16
20 16 16 #8@100inendzone #8@175inmiddlezoneTIES
16
[3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
20
20
16
150
100MMTHK.SLAB
150 1580
2000
50mmpipecrossingbeam (2Nos).forelectricalpipes
150
150 600 300 600
1829 150
600
BeamtopshouldbeadjustedasperSlablvl 600
DRG.TITLE PROJECT NOTES DESCRIPTION
CLIENT: SAURABHDIXIT DRG.NO.
300
NOTE-(1)Toiletslabshallbesunkenwithbeambottomatlocationmark
1.Drawinganddimensionsareonlytobereadandnotscaled.
ARCHITECT
3#12(Thro) 3#16(Thro) 2#10(Thro) Detail'A' 3#16(Thro) (230X300) Beam 300 SEC.ATa-a 230 2#10 3#16 #8@200 125 SEC.ATa'-a' 230 3#16(Thro) #8@150 3#12(Thro) a a a' a' Beam 1000 #8@125 3000 300 100MM THK.SLAB 05 450 300 150 300 150 75mmpipecrossingbeam
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:27/10/2020
100MMTHK.SLAB 100MMTHK.SLAB 100MMTHK.SLAB SHUTTERINGPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
NO. DATE N
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
B1 B2 B1 B4 B2 B14 B16 B3 B6 B5 B9 B14 B14 B14 B2 B4 B6 B5 B12 B7 B16 B3 B8 B9 B13 B9 B12 B12 B15 B14 B9 B10 B8 B14 B14 B14 B12 B9 S1 B7 S1 SHAFT B14 Stair Case B9 B7 DOUBLE HEIGHT at landing lvl. B9 B3 B3 DETAIL'A' CB1 B18 B19 B19 B14 B9 B17 B17 B20 B20 B20 B20 B20 CB2 CB2 CB3 CB3 CB4 Refersec. S1S1-S1 S1 785 900 670 670 230 230 230 230 230 230 230 230 230 230 230 230 230 115 230 230 230 230 230 230 230 230 230 230 115 230 230 230 3215 3594 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 S1 LVLX-50MM LVLX
3655 6703 4067 2695 1688 230 1737 230 1524 4342 3609 4796 3579 4294 230 1470 115 4494 7544 4494 230 230 115 785 3047 3350 230 4403 5103 6857 230 B9 3115 4569 1826 2438 1599 3198 230 230 900 5475 5853 CUTOUT 2743 3207 115 230 562 230 2695 230 6748 3215MMX3094MM LVLX-50MM LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVL X50MM
(2)LVLXisthefinishedslabLvl. 450
*Pipeshouldbeplacedatcenterofeachbeam
BEAMFRAMINGPLAN & DETAILOFSLABATGROUNDFLOORROOFLVL (i.e.slabatfirstfloorlvl.)
NOTE-(1)Toiletslabshallbesunkenwithbeambottomatlocationmark
TYPICALSECTIONALDETAILSOFSLAB
TYPICALCROSSSECTIONOFSLABALONGSHORTERSPANOFSLAB
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitect/consultantand clarificationobtainedinwritingpriortoexecutionofwork.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm
[6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
NOTEATTHEJUNCTIONOFTWODIFF.NUMBEROFSLABTHEHEIGHERREINFORCEMENTATTOPFACEATCONTINUOUSEDGESHALLBEADDOPTED.
Table-4,Detailsofslabreinforcement
ParalleltoLongerSpan(Crossbars) AtTopface
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]Developmentlength(Ldfordifferentdiameterofbarsforconc.mixofgradeM20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM20conformingtoI.S.456-2000.
[10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs.
[11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided.
Notes:[Foundation]
[1]Thelayoutofbuildingshallbegivenfromthearch.drg. [2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient [3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
[1]Tiesinportionofcol.&beamjunctionshallbesameasendzone. [2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c
[3]Overlapsareallowedonlyatmiddlezoneofthecolumns. [4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone. [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
[1]Forlocationofbeamsreferslabplan.
[2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c [3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam. [5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport. [7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified. [8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
[Columns] [Beams] [Slabs]
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement). [2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab. [3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
ReferencesIS4562000,IS-13920-1993,IS-1893part(1)2002,SP-16SP-34
arch.drg.no.allarch.drgs
ARCHITECTCONSULTANTS:
AR.ANKITGUPTA
BUILDWELLARCHITECTS
402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant
Dated
B.Tech(Civil)M.Tech(Str)Hons
Scale N.T.S.
OCT.-2020
DRG.NO.
SheetNo.
DETAILOFGROUNDFLOORSLAB&SLAB REINFORCEMENT ST-07
DesignTeam (SIGNATURE&STAMP)
STRUCTURALCONSULTANTS:
SPANSTRUCTURES
[STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
8/14,IndiraNagarLucknow(UP)Tel.-0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
D
0.15xL2
Ld+10Ø
ENDZONE Asb1(Thro.) 0.15xL1 Ld+10Ø 0.1xL1
SLABLVL. STIRRUPS INTERMEDIATECOLUMN 2D 2D ENDCOL. 2D L1 L2 MIDDLEZONE
TYP.REINF.DETAILSINTHESLABBEAMSSPANNINGBETWEENSUPPORTTOSUPPORT SLAB
Ast1(Thro.)Ast2(Extra) Ast1(Thro.) Ast1(Thro.) Asb1(Thro.) Asb1(Thro.) Asb1(Thro.)Asb2(Extra)Asb1(Thro.)
STPS.INENDZONE
L-SECTIONOFCANTILEVERBEAMCB1 (230X300)
LdOR0.25xL1
300 Beam
2#16(Extra) 2#16(Extra) 3#12(Thro) 3#16(Thro) 2#10(Thro) Detail'A' 3#16(Thro) (230X300) Beam 300 SEC.ATa-a 230 2#10 3#16 #8@200 125 SEC.ATa'-a' 230 3#16(Thro) #8@150 3#12(Thro) a a a' a' Beam 1000 #8@125 3000 1200 300 TABLE-3,DETAILSOFSLABBEAMS (Extraatmiddle) Asb2 (Thro.atBottom) Asb1 (Extraatsupport) Ast2 (Thro.atTop) SIDEFACE REINF. (ONEACHFACE) BEAM SIZE BEAM NO. SR. NO. STIRRUPS MIDDLE ZONE '2L'STPS END ZONE '2L'STPS Ast1 LONGITUDINALREINFORCEMENT TOPFACEREINFORCEMENT WD mmmm BOTTOMFACEREINFORCEMENT-----#8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c - #8@150c/c #8@150c/c 450 3#16Ø 1 2 3 230 B1 230450 450 4 230 3#16Ø 6 7 5 8 2304502#16Ø 3#16Ø - 3#16Ø 3#16Ø3#20Ø 3#16Ø 3#16Ø 3#16Ø 3#20Ø B2 B3 B4 B5 B6 B7 B8 230450 2#16Ø 3#16Ø 3#20Ø 3#16Ø 230450 3#16Ø - 2#16Ø 3#16Ø 2#16Ø 230450 230 3#16Ø 450 2#16Ø 2#12Ø 3#16Ø2#12Ø - 2#16Ø230450 2#16Ø 10 11 9 12 230450 - 3#16Ø B9 B10 B11 B12230450 - 2#16Ø 230450 1#16Ø 2#16Ø 2#16Ø 13B13230300 -#8@100c/c #8@175c/c 2#12Ø 2#20Ø 3#16Ø 3#16Ø 2#16Ø 2#16Ø 3#16Ø 3#16Ø 2#16Ø - #8@100c/c #8@175c/c 14B14230450 - 3#16Ø 2#16Ø 3#16Ø - #8@175c/c #8@175c/c 16B16115450 - - 2#10Ø 2#12Ø - #8@100c/c #8@175c/c 15B15230450 2#12Ø 3#16Ø 2#16Ø 3#16Ø - #8@150c/c #8@150c/c 17B17230300 2#16Ø 3#16Ø 3#16Ø 3#16Ø#8@150c/c #8@150c/c 18B18230300 - - 2#12Ø 2#16Ø - #8@150c/c #8@150c/c 19B19230300 2#12Ø - 2#16Ø 3#16Ø - #8@150c/c #8@150c/c 20B20115300 - - 2#12Ø 2#12Ø 3#16(Thro.) 2#16(Extra) 2#16(Thro.)
(whicheverismore)
3#16(Thro.)
CB2 Beam LdOR0.25xL1
Beamrearside 3#16(Thro.) #8@125 3#16(Thro.) 450 300 2#16(Thro.) 2#16(Extra) 2#16(Thro.)
L-SECTIONOFCANTILEVERBEAMCB2(230X300)
CB4 Beam LdOR0.25xL1 (Whicheverismore) Beamrearside 3#16(Thro.) #8@125 3#16(Thro.) 450 300 3#16(Thro.) 2#16(Extra) 2#16(Thro.)
L-SECTIONOFCANTILEVERBEAMCB4(230X300)
Beamrearside 3#16(Thro.) #8@125 3#16(Thro.) 450 300
L-SECTIONOFCANTILEVERBEAMCB3(230X300)
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
50mmpipecrossingbeam (2Nos).forelectricalpipes
75mmpipecrossingbeam
*Pipeshouldbeplacedatcenterofeachbeam
NOTE-(1)Toiletslabshallbesunkenwithbeambottomatlocationmark (2)LVLXisthefinishedslabLvl.
230 230 230 230 230 230 230 230 230 230 230 230 230 115 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 3655 6703 4067 2695 1688 230 1737 230 1524 4342 3609 3579 3579 4294 230 1753 3046 3047 3350 230 4403 5103 6857 230 3115 4569 1826 2438 1599 3198 230 230 2743 3207 115 230 562 230 2695 230 6748 600 150 150 600 1829 450 300 150 300 150 8156 600 2381 450 5625 230 450 1793 230 230 3609 230 450 LVLX DUCT Stair Case at landing lvl. B1 B2 B1 B4 B2 B14 B3 B6 B5 B10 B11 B14 B14 B2 B4 B6 B5 B12 B7 B16 B3 B6 B9 B13 B14 B12 B15 B14 B9 B10 B13 B12 B10 B11 B8 B8 S1 B7 S1 S1 S4 S1 S1 B9 S3 S6 S2 S4 S5 S7 B9 B3 CB1 B11 DETAIL'A' B11 Floatingcol.FC2 S1 S1 CB1 S1 S2 CB3 CB3 B13 B13 S1 S1 B13 Floatingcol.FC1 LVLX 100MM THK.SLAB LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX LVLX ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 REVISIONS FIRSTFLOORSLABSHUTTERINGPLAN NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT DESCRIPTION NOTES ARCHITECT
benchmarkedatsite
RESIDENTIAL TYPOLOGY DRAWNBY:ZIA CHECKEDBY:ANKITGT. DATE:04/12/2020 SCALE:NTS
06
300 230 SEC.OFFloatingCol.FC2 (230X300) 1212 12 12 12 12 12 12 #8@100inendzone #8@175inmiddlezoneTIES 230 230 SEC.OFFloatingCol.FC1 (230X230) 1212 12 12 #8@100inendzone #8@175inmiddlezoneTIES
(3)2NewColumnsareintroducedatFirstFloorasperStructureengineer.
NOTE-(1)Toiletslabshallbesunkenwithbeambottomatlocationmark
(2)LVLXisthefinishedslabLvl.
TYPICALSECTIONALDETAILSOFSLAB
TYPICALCROSSSECTIONOFSLABALONGSHORTERSPANOFSLAB
L2 L1 0.3xL2 0.3xL1 #8@300(Distributionreinf.) Barsalonglongerspan(Crossbars) Barsalongshorterspan(Mainbars) BEAM 0.15xL1 BEAM 0.15xL1 0.15xL1 Refertable-4 Extratopbar Extratopbar Barsalonglongerspan(Crossbars) Barsalongshorterspan(Mainbars) (t = THICKNESS OF SLAB) t 0.15xL2
Table-4,Detailsofslabreinforcement
AtBottomface (MidSpan) Sr. No. 125 S2 #8@200c/c 125 S3
#8@200c/c #8@150c/c #8@175c/c #8@125c/c 150 S6 6 #8@125c/c
ParalleltoLongerSpan(Crossbars)
ParalleltoShorterSpan(Mainbars) Slab Depth (mm) (MidSpan) AtTopface (Extrabarsatsupport) #8@200c/c 2 3 #8@150c/c #8@175c/c #8@150c/c 125 S4 #8@175c/c 150 S5 4 5 #8@125c/c #8@125c/c
#8@200c/c #8@200c/c #8@150c/c #8@175c/c #8@125c/c
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitect/consultantand clarificationobtainedinwritingpriortoexecutionofwork.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm
[6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]Developmentlength(Ldfordifferentdiameterofbarsforconc.mixofgradeM20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM20conformingtoI.S.456-2000. [10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs.
[11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided.
[1]Thelayoutofbuildingshallbegivenfromthearch.drg. [2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient [3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
[1]Tiesinportionofcol.&beamjunctionshallbesameasendzone. [2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c [3]Overlapsareallowedonlyatmiddlezoneofthecolumns.
[4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone. [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
[1]Forlocationofbeamsreferslabplan. [2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c [3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam. [5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport. [7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified.
[8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
PROJECT [General] [Foundation] [Columns] [Beams] [Slabs]
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement).
[2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab. [3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
ReferencesIS4562000,IS-13920-1993,IS-1893part(1)2002,SP-16SP-34
arch.drg.no.allarch.drgs
REVISION
S.N. DATE INITIAL
DRG.TITLE:
DESCRIPTIONS
DETAILOFFIRSTFLOORSLAB
ARCHITECTCONSULTANTS:
AR.ANKITGUPTA
BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant
Dated
B.Tech(Civil)M.Tech(Str)Hons
Scale N.T.S.
DEC.-2020
DRG.NO.
SheetNo.
DesignTeam (SIGNATURE&STAMP)
STRUCTURALCONSULTANTS:
SPANSTRUCTURES
[STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
8/14,IndiraNagarLucknow(UP)Tel.0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
REINFORCEMENT 300 230 SEC.OFFloatingCol.FC2 (230X300) 1212 12 12 12 12 12 12 #8@100inendzone #8@175inmiddlezoneTIES BEAMFRAMINGPLAN & DETAILOFSLABATFIRSTFLOORROOFLVL (i.e.slabatsecondfloorlvl.)
ST-08
Slab No. S1 (Extrabarsatsupport)
AtTopface AtBottomface #8@200c/c 125 1
#8@125c/c #8@125c/c #8@125c/c #8@150c/c 150 S7 7 #8@100c/c #8@100c/c #8@150c/c #8@150c/c #8@150c/c 230 230 SEC.OFFloatingCol.FC1 (230X230) 1212 12 12 #8@100inendzone #8@175inmiddlezone Notes:TIES DUCT Stair Case at landing lvl. B1 B2 B1 B4 B2 B14 B3 B6 B5 B10 B11 B14 B14 B2 B4 B6 B5 B12 B7 B16 B3 B6 B9 B13 B14 B12 B15 B14 B9 B10 B13 B12 B10 B11 B8 B8 S1 B7 S1 S1 S4 S1 S1 B9 S3 S6 S2 S4 S5 S7 B9 B3 CB1 B11 DETAIL'A' B11 Floatingcol.FC2 S1 S1 CB1 S1 S2 CB3 CB3 B13 B13 S1 S1 B13 Floatingcol.FC1 100MM THK.SLAB
NOTEATTHEJUNCTIONOFTWODIFF.NUMBEROFSLABTHEHEIGHERREINFORCEMENTATTOPFACEATCONTINUOUSEDGESHALLBEADDOPTED.
(3)2NewColumnsareintroducedatFirstFloorasperStructureengineer.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
50mmpipecrossingbeam (2Nos).forelectricalpipes
75mmpipecrossingbeam
*Pipeshouldbeplacedatcenterofeachbeam
NOTE-(1)LVLXisthefinishedslabLvl.
(2)OuterSlabshouldbeinverted.
TERRACEFLOOR SLABSHUTTERINGPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE N CLIENT: SAURABHDIXIT DRG.NO. DRG.TITLE PROJECT NOTES ARCHITECT DESCRIPTION RESIDENTIAL TYPOLOGY DRAWNBY:ZIA DATE:04/12/2020 CHECKEDBY:ANKITGT. SCALENTS
07
230 230 230 230 230 230 230 230 230 230 230 230 230 230 230 3655 2695 1688 230 1737 230 787 3579 4294 230 600 2445 2438 787 230 2695 230 6748 600 650 450 7913 600 1375 420 4343 3974
LVLX LVLX LVLX LVLX LVLX CUTOUT 4294
DUCT TERRACE B2 B2 B14 B9 B9 S2 B9 B9 CB2 S1 S1 S4 B1 B2 B14 B6 B5 B10 B10 B3 TERRACE CB5 CB5 B18 S1
TYPICALSECTIONALDETAILSOFSLAB
TYPICALCROSSSECTIONOFSLABALONGSHORTERSPANOFSLAB
NOTEATTHEJUNCTIONOFTWODIFF.NUMBEROFSLABTHEHEIGHERREINFORCEMENTATTOPFACEATCONTINUOUSEDGESHALLBEADDOPTED.
Table-4,Detailsofslabreinforcement
AtBottomface (MidSpan) Slab No.
ParalleltoShorterSpan(Mainbars)
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitect/consultantand clarificationobtainedinwritingpriortoexecutionofwork.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm
[6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]Developmentlength(Ldfordifferentdiameterofbarsforconc.mixofgradeM20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM20conformingtoI.S.456-2000. [10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs. [11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided.
[1]Thelayoutofbuildingshallbegivenfromthearch.drg. [2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient [3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
ParalleltoLongerSpan(Crossbars)
AtTopface AtBottomface
(Extrabarsatsupport)
REINFORCEMENT #8@200c/c
[1]Tiesinportionofcol.&beamjunctionshallbesameasendzone. [2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c [3]Overlapsareallowedonlyatmiddlezoneofthecolumns. [4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone. [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
[1]Forlocationofbeamsreferslabplan. [2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c [3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam. [5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport. [7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified.
[8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
[Columns] [Beams] [Slabs]
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement). [2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab. [3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
ReferencesIS4562000,IS-13920-1993,IS-1893part(1)2002,SP-16SP-34
arch.drg.no.allarch.drgs
REVISION
S.N. DATE INITIAL
DESCRIPTIONS DRG.TITLE:
DETAILOFSECONDFLOORSLAB
ARCHITECTCONSULTANTS:
AR.ANKITGUPTA
BUILDWELLARCHITECTS
402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant
Dated
B.Tech(Civil)M.Tech(Str)Hons
Scale N.T.S.
DEC.-2020
DRG.NO.
SheetNo.
DesignTeam (SIGNATURE&STAMP)
ST-09
STRUCTURALCONSULTANTS:
[STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
8/14,IndiraNagarLucknow(UP)Tel.0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
DUCT TERRACE B2 B2 B14 B9 B9 S2 B9 B9 CB2 S1 S1 S4 B1 B2 B14 B6 B5 B10 B10 B3 TERRACE BEAMFRAMINGPLAN & DETAILOFSLABATSECONDFLOORROOFLVL
(i.e.slabatterracelvl.)
PROJECT [General] [Foundation]
SPANSTRUCTURES
125
S1
Sr. No. 1 125 S2 #8@200c/c 125 S3 Slab Depth (mm) (MidSpan) AtTopface (Extrabarsatsupport) #8@200c/c 2 3 #8@150c/c #8@175c/c #8@150c/c 125 S4 #8@175c/c 150 S5 4 5 #8@125c/c #8@125c/c #8@200c/c #8@200c/c #8@150c/c #8@175c/c #8@125c/c #8@200c/c #8@150c/c #8@175c/c #8@125c/c 150 S6 6 #8@125c/c
L2 L1 0.3xL2 0.3xL1 #8@300(Distributionreinf.) Barsalonglongerspan(Crossbars) Barsalongshorterspan(Mainbars) BEAM 0.15xL1 BEAM 0.15xL1 0.15xL1 Refertable-4 Extratopbar Extratopbar Barsalonglongerspan(Crossbars) Barsalongshorterspan(Mainbars) (t = THICKNESS OF SLAB) t 0.15xL2
#8@125c/c #8@125c/c #8@125c/c #8@150c/c 150 S7 7 #8@100c/c #8@100c/c #8@150c/c #8@150c/c #8@150c/c CB5 CB5 B18 S1 Notes:-
(Whicheverismore)
PROPOSEDRESIDENCEFOR Mr.SAURABHDIXIT
LdOR0.25xL1 D (WHICHEVERISMORE) 0.15xL2 LdOR0.25xL2 Ld+10Ø (WHICHEVERISMORE) ENDZONE Asb1(Thro.) 0.15xL1 Ld+10Ø 0.1xL1 (WHICHEVERISMORE) LdOR0.25xL1 SLABLVL. STIRRUPS INTERMEDIATECOLUMN 2D 2D ENDCOL. 2D L1 L2 MIDDLEZONE
Ast2(Extra)
STPS.INENDZONE STPS.INMIDDLEZONE STPS.INENDZONE STPS.INENDZONE ENDZONE
TYP.REINF.DETAILSINTHESLABBEAMSSPANNINGBETWEENSUPPORTTOSUPPORT SLAB
FORDETAILSREFERTABLE[3]BELOW
DETAILSOFBEAMSATSLABLEVELNOTE:ATTHEJUNCTIONOFTWODIFF.NUMBEROFBEAMSTHEHEIGHERREINFORCEMENTATTHESUPPORTSHALLBEADDOPTED.
L-SECTIONOFCANTILEVERBEAMCB1(230X300)
LdOR0.25xL1 (Whicheverismore)
SIDEFACE REINF. (ONEACHFACE)
Asb2 (Thro.atBottom) Asb1 (Extraatsupport) Ast2 (Thro.atTop)
L-SECTIONOFCANTILEVERBEAMCB2(230X450)
[2]Onlyfigureddimensionsaretobefollowedneitherthebarsshallbecountednorthe dimensionsscaledfromthedrg.
[4]Highyieldstrengthdeformedbarsofyieldstress500n/mm²(fe-500)whichshallconform to1786-1985shallbeusedasreinforcement
[5]Clearcoverofmainreinf.shallbeasfollows(a)footing=50mm(b)column=40mm(c)beam=25 mm(top&bottom)ordiaofbarwhicheverismore(d)slab=20mm(e)waistslab=25mm [6]End/sidecoverofallreinforcementinbeams&slab=25mm.ordiaofbarwhicheverismore
[7]Thecoverblockofcementmortarshallbeusedtoensurethereqd.coverofreinforcement
[8]Developmentlength(Ldfordifferentdiameterofbarsforconc.mixofgradeM20shall be=56xdiaofbar
[9]Conc.mixforr.c.c.workshallbeofgradeM-20conformingtoI.S.4562000. [10]Necessaryfixtureforelectrical,plumbing,etc.shallbeprovidedinslab,beamsbefore executionasperrelevantdrgs.
[11]ThestructurehasbeendesignedforG+1=2storey [12]P.C.C.(1:4:8)shallbeprovided.
[1]Thelayoutofbuildingshallbegivenfromthearch.drg. [2]Thedesigndataforfoundationhasbeentakenfromsoiltestreportprovidedbytheclient [3]Earthbelowfoundationshallbeproperlyrammed&consolidatedbeforelayingleanconcrete.
[1]Tiesinportionofcol.&beamjunctionshallbesameasendzone. [2]Thespacingoftiesatoverlapsshouldnotexceed100mm.c/c [3]Overlapsareallowedonlyatmiddlezoneofthecolumns. [4]Notmorethan50%ofbarsshallbelappedatasectionandlapsshallbestaggered. [5]Tiesinportionofcol.belowtiebeamshallbesameasendzone [6]Verticalbarsofrcccolumnattopslabshallbeextendeduptotopofbeam&bentintobeam bydevelopmentlength.
2#12Ø
LdOR0.25xL1 (Whicheverismore)
3#16Ø
BEAM SIZE BEAM NO. SR. NO. STIRRUPS MIDDLE ZONE '2L'STPS END ZONE '2L'STPS Ast1 LONGITUDINALREINFORCEMENT TOPFACEREINFORCEMENT WD mmmm BOTTOMFACEREINFORCEMENT-----#8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c #8@100c/c #8@175c/c - #8@150c/c #8@150c/c 450 3#16Ø 1 2 3 230 B1 230450 450 4 230 3#16Ø 6 7 5 8 2304502#16Ø 3#16Ø - 3#16Ø 3#16Ø3#20Ø 3#16Ø 3#16Ø 3#16Ø 3#20Ø B2 B3 B4 B5 B6 B7 B8 230450 2#16Ø3#16Ø 3#16Ø 230450 3#16Ø 3#16Ø 2#16Ø 230 2#16Ø 450 3#16Ø 230 2#16Ø 450 3#16Ø2#16Ø - 2#12Ø2#16Ø 230450 12 10 11 450 9 3#16Ø 230B10 B11 B9 B12 450 - 230 450 2#16Ø - 230 13 2#16Ø 3#16Ø B13230300-#8@175c/c #8@100c/c 1#12Ø 2#16Ø 2#16Ø 3#16Ø 2#16Ø 2#16Ø 3#16Ø 3#16Ø 2#16Ø - #8@100c/c #8@175c/c 14B14230450 - 3#16Ø 2#16Ø 3#16Ø - #8@175c/c #8@175c/c 16B16115300 - - 2#10Ø 2#12Ø - #8@100c/c #8@175c/c 15B15230450 2#12Ø 3#16Ø 2#16Ø 3#16Ø - #8@150c/c #8@150c/c 17B17230300 2#16Ø 3#16Ø 3#16Ø 3#16Ø#8@150c/c #8@150c/c 18B18230350 1#12Ø - 2#12Ø 2#16Ø - #8@150c/c #8@150c/c 19B19230300 2#12Ø - 2#16Ø 3#16Ø - #8@150c/c #8@150c/c 20B20115300 - - 2#12Ø 2#12Ø
3#12(Thro) 3#16(Thro) 2#10(Thro) Detail'A' 3#16(Thro) (230X300) Beam 300 SEC.ATa-a 230 2#10 3#16 #8@200 125 SEC.ATa'-a' 230 3#16(Thro) #8@150 3#12(Thro) a a a' a' Beam 1000 #8@125 3000 300
L-SECTIONOFCANTILEVERBEAMCB3(230X300)
LdOR0.25xL1 (Whicheverismore) Beamrearside
L-SECTIONOFCANTILEVERBEAMCB5(230X350)
[1]Forlocationofbeamsreferslabplan.
[2]Thespacingofstirrupsatoverlapsshouldnotexceed100mm.c/c
[3]Wheretwolayersofreinf.barsaretobeprovided,spacerbararetobeprovidedatspacingof 1000mm.max.andthediaofthespacerbarshallbehigherofdiaoflongitudinalbarsor25mm. [4]max.3nos.ofbarsshallbeprovidedinalayerof230mmwidebeam.
[5]Atthejunctionoftwodiff.numberofbeamsthehigherreinf.atthesupportshallbeadopted. [6]Overlapintopbarsshallbenearmidspan&inbottombarsshallbenearsupportoratsupport. [7]Thedepthofbeammonolithicwithslabasspecifiedinscheduleshallbeinclusiveofslab thicknessunlessotherwisespecified.
[8]Hooksinstirrupsofbeamsshallbebentinsideat135°&lengthofhooksshallbe 10xdiaofbarofstirrups
[1]Forslabreinforcementrefertable-4(detailofslabreinforcement).
[2]Alternatebottombarsshallbecurtailedat7ofspanasshownintyp.sectionofslab. [3]Extrabarsshallbeprovidedattopfaceasshownintyp.sectionofslab. [4]Thecrossreinf./temp.reinf.belowtopreinfofslab.i.e.#8@300c/cistobeprovidedjust belowthemaintopsteelasshownintyp.sec.ofslab.
arch.drg.no.allarch.drgs ReferencesIS456-2000,IS-139201993,IS1893part(1)2002,SP-16,SP-34 REVISION S.N. DATE INITIAL
AR.ANKITGUPTA
BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DrawnBy AmbrishKumar
Er.AnubhavSingh
Er.SurjeetKumar
Er.OmkarVerma
PrincipalConsultant
Dated
ARCHITECTCONSULTANTS: SheetNo. PROJECT [General] Notes:[Foundation] [Columns] [Beams] [Slabs]
DEC.-2020
DRG.NO.
B.Tech(Civil)M.Tech(Str)Hons
Scale N.T.S.
DesignTeam (SIGNATURE&STAMP)
STRUCTURALCONSULTANTS:
SPANSTRUCTURES
STRUCTURALENGINEERS&RETROFITTINGCONSULTANT
2#16(Thro.) 2#16(Extra) 3#16(Thro.)
CB5 Beam
3#16(Thro.) #8@125
450 350
2#16(Thro.)
3#20(Thro.)
3#16(Extra) 3#16(Thro.) 2#16(Extra)
CB1 Beam
#8@125 3#16(Thro.) 450 300
LdOR0.25xL1
Beamrearside 3#16(Thro.)
3#16(Thro.) 2#16(Extra) 2#16(Thro.)
CB3 Beam
3#16(Thro.) #8@125 3#16(Thro.) 450 300 3#16(Thro.)
Beamrearside
2#16(Extra) 2#16(Thro.)
CB2 Beam
#8@125
450 450
Beamrearside 3#16(Thro.)
3#16(Thro.)
DETAILOFSLABBEAMS&CANTILEVERBEAMS ST-06 DESCRIPTIONS DRG.TITLE:
8/14,IndiraNagar,Lucknow(UP),Tel.0522-4049199,+91-9335903324 e-mail:-spanstructures@gmail.com website:-spanstructures.in
[1]Alldimensionsareinm.m.unlessotherwisementioned.
[3]Anydiscrepancyinthedrgs.shallbebroughttothenoticeofthearchitectconsultantand clarificationobtainedinwritingpriortoexecutionofwork.
Asb2(Extra)
Ast1(Thro.) Ast1(Thro.)Ast2(Extra) Ast1(Thro.) Ast1(Thro.) Asb1(Thro.) Asb1(Thro.) Asb1(Thro.)Asb2(Extra)Asb1(Thro.)
TABLE-3,DETAILSOFSLABBEAMS (Extraatmiddle)
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
UP 1 UP 2 UP 230 230 230 A' A GROUNDFLOORBRICKWORK REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:25/01/2021 D1 D1 D2 D3' D3 D3 D3 D3 D3 D4 D4 D4 W1 W1 V1 V1 D3 D3 SW1 W2 W3 W4 220 460 1500 562 450 6263 220 500 1000 2905 1151500 2790 928 750115 eq. 3000 eq. 230 1200 179 115 1102 4501012 115 eq. 1200 eq. 115 750435 230 920 eq. eq.1000 1200 115 1264 115 1800115 750435 230 920 230 1753 2233 230 771 1200 321 1150 2100 650 220 150 750350 115 2535 1500 eq. 3000 eq. 230 1626 230 1172301000 2950 230 1181000 515 693230 600 500 212 115 750 750 1600 230 1650 750 206 350600 115750 1700 230 115 600750 115 1150 230 220 6309 335 115 2475 220 115 677 115 3200 115 2530 220 230 1829 230 1793 230 4404 230 1582 4293 230 4494 230 3655 150 3916 1826 230 150 2288 230 3609 230 450 150 230 3609 230469 2165 150 300 150 300 450 150 150910 eq. 3000 eq. 375 325 555 450 1290 3965 150 450 3450 672 230 2232 115 2449 230 6424 600 300 450 300 600 300 150 5074 300 600 4065 530 4663 450 150 230 3655 1230 115 1200 230 750 3682 962 115 785 115 eq. 1600 265 470 115 1600 eq. 300 150 300 150 150 2000 150 150 230 150 150 150 WALLUPTO LANDINGLVL. 380 230 380 230 647 380 115 V1 320115 677 320 115 357 115 3319 5333 469 555 357 115 ELEVATIONA 75 150 75 75 150 7575 ELEVATIONA slides slides 150 75 75 EQ. 150 EQ. 3000 150 75 ELEVATIONB 150 75 150 BAL. 75 80 572 71 eq. 72 eq. DRAWINGROOM ELEVATIONC 1200 213 213 455 1500 318 469 163 163 1500 SILL & LINTEL AS PER ELEVATION A SILL & LINTEL AS PER ELEVATION B SILL & LINTEL AS PER ELEVATION C 5103[16'-9"] 4405 [14'-5 1/2"] 450 50 829 50 450 90050 900 50 1709 BEAMONFIRSTFLOORASPER STRUCTURE BEAMONFIRSTFLOORASPER STRUCTURE TERRACEFLOOR BEAMBOTTOM 450 75 290 75 150 75 150 75 150 75 150 75 ELEVATIONB TERRACEFLOOR 2280 230 75 290 75 230 300 SECTIONA-A' A' 230
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
UP GREENAREA A' A DN FIRSTFLOORBRICKWORK REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:25/01/2021 320 360 220 460 1500 562 450 6263 220 500 1000 2905 1151500 2790 928 750115 120 2826 450 1753 230 1150 2100 650 220 150 750350 115 2535 1500 469 eq. 3000 eq. 230526 230 230 1151000 2952 230 1151000 518 693230 600 500 212 115 750 750 1600 230 1650 750 206 350600 115750 1700 230 115 600750 115 1150 230 220 6309 335 115 2475 220 115 792 115 3200 115 2530 220 230 1829 230 1793 230 4404 230 1582 4293 230 4494 230 230 3655 230 150 3916 230 1826 230 150 2288 230 3609 230 450 150 230 3609 230 2287 2165 150 300 150 300 450 150 450 150 910 eq. 3000 eq. 3665 375 325 450 1290 3965 150 450 3450 5928 6424 600 300 450 600520 300 150 5074 750600 4065 530 4663 450 150 230 3655 714 611 230 750 3682 962 115 300 150 300 150 150 2000 150 150 230 150 150 230 647 380 1000100 220230 115 115 305 2400 655 480 150 530 150 230 155 75 380 2512 3100 230 847 230 220 163 80 115 572 677 469 1500 163 D3 D3 D3 D3 D3 D4 D4 D4 V1 V1 SW1 W2 W4 V1 D4 115 320 115 360 500 375127 763 600300 3030 300 4213 450 300 15050 25 279 11550 25 1500 50MMC-GROOVE 50MMC-GROOVE 25MMC-GROOVE ROADLVL MIDLANDINGLVL FIRSTLANDINGLVL PLINTHLVL PORCHLVL MUMTYSLABLVL ELEVATIONC 300 300 279 50115 25 11550 127 50 25115 ELEVATIONC SILL & LINTEL AS PER ELEVATION B SILL&LINTEL ASPERELEVATION SILL & LINTEL AS PER ELEVATION C
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
GREENAREA A' A SHAFT UP D3 W5 V1 DN TERRACE TERRACE TERRACEFLOOR BRICKWORK REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:25/01/2021 450 3901 150600 1687 230 1626 230 230 220 2065 335 115 2475 220 115 562 230 230 2287 2165 150 300 150 300 450 600 150 910 3885 150 230 3655 150 380 115 230 460 115 3424501000 150 3597 4440 6858 1441 480 230 230 6823 8239 230 380 1826 230 230 1047 475 435230 3198 435 435 475 1800 873 115 230 670 2690 450 150 150 230 4294 230 150 450 115 1000 2245 450 3901 225225 1700 230 610 1000 115 1151000 2540 105 1500 115 4130 115 600750 80115 1149 230 500 600 1231 115 6065 230 230 230 230 220 230 220 230 300 115 600 115
NOTE:THISDRAWINGISONLYFOROPENING SIZE,FINALDRAWINGASPERVENDORDRAWINGS.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
1950 slides slides Eq. 1500 Eq. SW1(1500X1950) 1200 2400 1000 750 1000 ARCHITECT 3250 600 1800 600 DOORWINDOWSCHEDULE REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE N CLIENT: SAURABHDIXIT DRG.NO. DRG.TITLE PROJECT NOTES
DESCRIPTION
TYPOLOGY RESIDENTIAL DRAWNBY:AQUIB CHECKEDBY:ANKITGT. SCALE:NTS DATE:06/08/2020 03 LINTELLVL. +3250MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM FLOORLVL. ±0.00MM D1(1200X2400) D3(750X2400) D2(1000X2400) D4(1000X2400) W(3000X3250) Eq. 3000 V1(600X650)
S.NSIZES SILL 01 D1(1200X2400) LINTEL +2400MM 02 D2(1000X2400) 03 04 05 06 07 08 09 10 W1(1600X1650)+750MM+2400MM W2(3000X1950) D3(750X2400) D4(1000X2400)±0.00 ±0.00 ±0.00 ±0.00 +2400MM +2400MM +2400MM W3(2100X1350)+1050MM SW1(1500X1950)+0.00MM W(3000X3250) +2400MM +3250MM
DOORWINDOWSHEDULE
450 Eq. 1500 W4(1500X1950) Eq. 1650 750 SILLLVL +750MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM Eq. Eq. 1600 Eq. W1(1600X1650) 1950 LINTELLVL. +2400MM FLOORLVL. ±0.00MM W2(3000X2800) Eq 3000 Eq. FLOORLVL. ±0.00MM LINTELLVL. +2400MM slides Eq. 2100 Eq. W3(2100X1350) SILLLVL +1050MM FLOORLVL. ±0.00MM LINTELLVL. +2400MM slides SILLLVL +450MM LINTELLVL. +2400MM SILLLVL +1800MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM 600 1155 600 V2(600X600) SILLLVL +1155MM LINTELLVL. +1755MM FLOORLVL. ±0.00MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM LINTELLVL. +2400MM FLOORLVL. ±0.00MM SILLLVL +450MM 1350 2400 2400 2400 +450MM+2400MM +2400MM 11 V1(600X650)+2200MM 13 V2(600X600)+1155MM+1755MM W4(1500X1950)+450MM+2400MM +450MM +2400MM slides slides FIXEDGLASS FIXEDGLASS FIXEDGLASS slides slides slides slides FLOORLVL. ±0.00MM slides slides 1050 2400 750 D3'(750X1800) LINTELLVL. +2400MM FLOORLVL. ±0.00MM 1800 12 D3'(750X1800) ±0.00+1800MM
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
NOTES
*Y-JointshastobeprovidedinsteadofT-joints
* AvoidElbowsinsteadprovide45°bend.
* 100mmDiaPVCWastePipe
* 150mmDiaPVCS.W.Pipe
*100mmDiaWastePipewillbeusedforRainwaterdrainage. NOTE150MMDIAPVCS.W.PipewillbeusedforGround Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
GROUNDFLOORPLUMBINGPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:07/12/2020
DOWN UP 1 LVL+800MM LVL+800MM LVL+800MM DOWN UP 2 UP S.WIDTH: 1200RISER:165TREAD:275 LVL+800MM LVL+650MM LVL+500MM LVL+400MM LVL+400MM LVL+500MM LAWN LVL+500MM LVL200MM POOL DRESS BEDROOM TOILET BEDROOM TOILET POOJA DINING FAMILYSITTING KITCHEN DRAWINGROOM OFFICE POWDERROOM VESTIBULE D1 D1 D2 D3 D3 D3 D3 D3 D3 D4 D4 D4 W1 W1 W2 W2 D4 V1 V1 V1 D3 D3 SW1 W2 W3 W4 150 MM Ø SOLID WASTE PIPE M.H G.T M.H G.T M.H G.T SEPTICTANK AS/DETAIL 3090 100 MM Ø WASTE WATER PIPE 150 MM Ø SOLID WASTE PIPE 600 100MMØ WASTEWATERPIPE 142 100 MM Ø WASTE WATER PIPE 150MMØ SOLIDWASTEPIPE LVL+800MM G.T M.H M.H G.T 750 100MMØ WASTEWATERPIPE 150MMØ SOLIDWASTEPIPE 2110 G.T G.T 100 MM Ø RAIN WATER PIPE 4"ØR.W.PIPE 4"ØR.W.PIPE 4"ØR.W.PIPE 2"ØR.W.PIPE 4"ØR.W.PIPE 4"ØR.W.PIPE
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
NOTES
*Y-JointshastobeprovidedinsteadofT-joints
* AvoidElbowsinsteadprovide45°bend.
* 100mmDiaPVCWastePipe
* 150mmDiaPVCS.W.Pipe
*100mmDiaWastePipewillbeusedforRainwaterdrainage.
NOTE150MMDIAPVCS.W.PipewillbeusedforGround Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
FIRSTFLOORPLUMBINGPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:07/12/2020 UP D3 D3 D3 D4 D4 D4 W3 W4 W5 D4 V1 GREENAREA DN BEDROOM DRESS DRESS BEDROOM BEDROOM STORE BALCONY LIVINGAREA BALCONY 200 GEYSER
4"ØR.W.PIPE
SLOPE1:100
4"ØR.W.PIPE
100MMR.W.PIPE
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
NOTES
*Y-JointshastobeprovidedinsteadofT-joints
* AvoidElbowsinsteadprovide45°bend.
* 100mmDiaPVCWastePipe
* 150mmDiaPVCS.W.Pipe
*100mmDiaWastePipewillbeusedforRainwaterdrainage. NOTE150MMDIAPVCS.W.PipewillbeusedforGround Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
TERRACEFLOORPLUMBINGPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:07/12/2020 GREENAREA SHAFT UP D3 W5 DN SERVANTROOM KITCHEN SLOPE1:100 SLOPE1:100 SLOPE1:100 RIDGELINE RIDGE LINE TERRACE 4"ØR.W.PIPE 4"ØR.W.PIPE
GEYSER SLOPE1:100 4"ØR.W.PIPE SLOPE1:100 4"ØR.W.PIPE RIDGELINE
4"ØR.W.PIPE
MUMTYFLOORPLUMBINGPLAN
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
NOTES
*Y-JointshastobeprovidedinsteadofT-joints
* AvoidElbowsinsteadprovide45°bend.
* 100mmDiaPVCWastePipe
* 150mmDiaPVCS.W.Pipe
*100mmDiaWastePipewillbeusedforRainwaterdrainage. NOTE150MMDIAPVCS.W.PipewillbeusedforGround Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
DESCRIPTION
SCALE:NTS
DATE:07/12/2020
DRAWNBY:ZIA
CHECKEDBY:ANKITGT.
REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014
DATE
N DRG.TITLE DRG.NO. PROJECT
NO.
CLIENT: SAURABHDIXIT
NOTES
ARCHITECT
TYPOLOGY RESIDENTIAL
SLOPE1:100 SLOPE1:100
GREENAREA
4"ØR.W.PIPE
4"ØR.W.PIPE
*
NOTES
*100mmDiaWastePipewillbeusedforRainwaterdrainage.
NOTE:150MMDIAPVCS.W.PipewillbeusedforGround
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
℄ ℄ ℄ Shower 1.15MX1.23M 1TILETHICKNESSDROP BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM SHOWERPOINTAT2850MM GEYSER GEYSERAT2850MM SHOWERPOINTAT2850MM BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM 850 1700 HEALTHFAUCET AT+400MM 450571 2695 600 3200 GEYSER GEYSERAT2850MM 200 200 1793 TOILET2 TOILET3 TOILET2 2.7MX2.3M TOILET3 3.2MX1.8M UP LVL+800MM LVL+800MM LVL400MM LVL500MM POOL BEDROOM TOILET POOJA KITCHEN POWDERROOM D1 D1 D3 D3 D3 D4 W1 W2 W2 V1 D3 W2 TOILET DRESS TOILET2,3 POWDERROOM TOILET1 GROUNDFLOORTOILETDETAILS REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:05/02/2021 HEALTHFAUCET AT+400MM 612 TRAPDOORFORSHAFT Shower 1.0MX1.8M 150 1TILETHICKNESSDROP 150 600 600 1TILETHICKNESSDROP 1200 ℄ EQEQ 1075 ℄ ℄ 25MM.LVLUP TOILET1(SON1) Shower 1.2MX1.8M 1TILETHICKNESSDROP 4.57MX1.82M GEYSER SON1TOILET BATHAREA 0.9MX1.8M ℄ ℄ ℄ ℄ HEALTHFAUCET AT+400MM 150200 BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM 450900 1252 1827 4501050 900 GEYSERAT2850MM 4579 150MMØ WASTEWATERPIPE 150MMØ SOLIDWASTEPIPE 1826 1650 2332 POWDERROOM 2.45MX1.2M ℄ ℄ HEALTHFAUCET AT+400MM 1200 ℄ 400750 800500 2449 BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM 200 200 150MMØ WASTEWATERPIPE 150MMØ SOLIDWASTEPIPE 115600 600
AvoidElbowsinsteadprovide45°bend.
100mmDiaPVCWastePipe
*Y-JointshastobeprovidedinsteadofT-joints *
*
150mmDiaPVCS.W.Pipe
Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
NOTES
*Y-JointshastobeprovidedinsteadofT-joints
* AvoidElbowsinsteadprovide45°bend.
* 100mmDiaPVCWastePipe
* 150mmDiaPVCS.W.Pipe
*100mmDiaWastePipewillbeusedforRainwaterdrainage.
NOTE150MMDIAPVCS.W.PipewillbeusedforGround Flooronly.100mmDiaPVCPipewillbeusedonotherfloors
℄ ℄ BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM SHOWERPOINTAT2850MM GEYSER GEYSERAT2850MM BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM 850 1700 HEALTHFAUCET AT+400MM 450571 2695 600 3200 GEYSER GEYSERAT2850MM 1793 TOILET(GUESTROOM) 3.2MX1.8M TOILETHOMETHEATRE, GUESTROOM TOILET(SON2) FIRSTFLOORTOILETDETAILS REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY:ZIA CHECKEDBY:ANKITGT. SCALE:NTS DATE:05/02/2021 HEALTHFAUCET AT+400MM Shower 1.0MX1.8M 150 1TILETHICKNESSDROP 150 600 600 1TILETHICKNESSDROP 1200 ℄ EQEQ 1075 ℄ ℄ 25MM.LVLUP TOILET(SON2) Shower 1.2MX1.8M 1TILETHICKNESSDROP 4.57MX1.82M GEYSER BATHAREA 0.9MX1.8M ℄ ℄ ℄ ℄ HEALTHFAUCET AT+400MM 200200 BOTTLETRAPAT+450MM INLET&OUTLETAT+450MM 450900 1252 1827 4501050 GEYSERAT2850MM 4579 150MMØ WASTEWATERPIPE 150MMØ SOLIDWASTEPIPE 1826 1650 115600 TOILET(HOMETHEATRE) 2.69MX1.82M ℄385 1430 SHAFT D3 D3 D3 D4 GREENAREA DN HOMETHEATRE TOILET TOILET TOILET DRESS DRESS BEDROOM BEDROOM STORE BALCONY LIVINGAREA 150200 200200
NOTE:ElevationDetailforPlasterwork&Electricalmarkingsonly.
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
ROAD/GROUNDLVL±00 PLINTHLVL+875 FIRSTFLOORLVL+4505 TERRACELVL+8135 MUMTYLVL+11765 PARAPETLVL+12815 PARAPETLVL+9935 window window window window window window window GLASSRAILING AS/DETAIL GLASSRAILING AS/DETAIL FRONTELEVATION 1050450 1350 1500 350 750 1475 25 2490 25 750 1250 25 2050 25325 32525 1600 25 1980 25 1300 25 1425 1050 455 750 150 7087 4822 950 450 6090 1050 CoveLight CoveLight 2400 eq. 750 750 eq. 500 127375 763 300600 3030 300 4213 50150 25 279 11550 25 1500 50MMC-GROOVE 50MMC-GROOVE 25MMC-GROOVE ROADLVL MIDLANDINGLVL FIRSTLANDINGLVL PLINTHLVL PORCHLVL MUMTYSLABLVL PORCHSIDEWALLELEVATION 300 300 279 50115 25 50115 127 50 115 25 450 300 1425 25 1300 25 1980 25 1600 25 325 600 25 3594 CoveLight 2100 eq. 750 750 eq. 4530 eq. eq. 7wattSpotLight 7wattSpotLight 2100 eq. 750 750 eq. eq. 750 750 eq. 3765 eq. eq. ROAD/GROUNDLVL±00 PLINTHLVL+875 FIRSTFLOORLVL+4505 TERRACELVL+8135 PARAPETLVL+9585 1200 1050450 15001350 50 50 1050 600 230 8238 6823 1441 230 5254 SIDEELEVATION 450 25750 MUMTYLVL+11765 PARAPETLVL+12815 2700 750 25Bal. 2400 eq.eq. 3590 eq. eq. 350 50 50 1200 50 50 5050 950 50 50 350 75 75 75 25 ELEVATIONDETAILS ELECTRICAL REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:09/03/2021 350 2525 25 230 9"BRICKWORK 25X25MM CGROOVE STONE ASPERDESIGN BALCONYPARAPETDETAIL(A-A') A A' B B' BRICKWORK ASPERSITE 25X50MM CGROOVE STONE ASPERDESIGN TERRACESLABLVL 50 50 1350 25 TERRACEPARAPETDETAIL(B-B') AS PER ELEVATION 50 50 230 9"BRICKWORK 25X50MM CGROOVE STONE ASPERDESIGN PARAPETDETAIL(C-C') C C' C 50 C' 50 50 50 C C' C' D D' BRICKWORK ASPERBRICKWORK DRAWING 25X50MM CGROOVE STONE ASPERDESIGN TERRACESLABLVL 50 50 AS PER ELEVATION 25 PARAPETDETAILD-D')
C C' 350 50 50 C'
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe
DRAWINGROOM LVL+500 KIDSPOOLAREA LVL+150 SWIMMINGPOOL LVL+800 SLABASPER STRUCTUREDESIGN RETAININGWALLAS PERSTRUCTURE DESIGN TIEBEAMASPER STRUCTUREDESIGN SECTIONATS1-S1' S1 S1' S2 S2' ROOMDRAWING PATHWAY C3 LVL +150 MM LVL -100 MM LVL -400 MM LVL +800 MM LVL +650 MM LVL +500 MM LVL +350 MM LVL +200 MM LVL +50 MM ROOMDRAWING PATHWAY LVL +800 MM ROADLVL±00 LVL100 LVL400 300 700 350 900300 800 650 1 2 3 4 5 6 230 1620 2250 230 230 1620 2250 230 230 1520 230 4494 230 230 1620 230 1849 232 4494 3878 230 230 230 230 1520 230 230 1620 230 1849 SECTIONATS2-S2' DRAWINGROOM LVL+500 KIDSPOOLAREA LVL+150 SWIMMINGPOOL LVL+800 ROADLVL±00 LVL100 LVL400 SECTIONATS3-S3' DRAWINGROOM LVL+500 KIDSPOOLAREA LVL+150 SWIMMINGPOOL LVL+800 ROADLVL±00 LVL100 LVL400 1 2 3 4 5 6 100800 230 1750 4494 230 900 1200 800 400 230 1520 230 4494 230 150650 400 1200 800 400 1200 900 S3 S3' TB2 TB5 TB5 TB2 TB5TB2 C1 C1 C1 C3 C1 C3 C1 C1 C1 C3 C1 3878 SLABASPER STRUCTUREDESIGN RETAININGWALLAS PERSTRUCTURE DESIGN TIEBEAMASPER STRUCTUREDESIGN SLABASPER STRUCTUREDESIGN RETAININGWALLAS PERSTRUCTURE DESIGN TIEBEAMASPER STRUCTUREDESIGN SWIMMINGPOOLDETAILS REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
benchmarkedatsite
contractororprojectmanagerbeforeexcecutionofthesame. TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:16/01/2021 PLAN TIEBEAMPLAN 450 (230X450) SEC.OFCOL.C3 #8@100inendzone #8@175inmiddlezoneTIES 16 12 230 16 12 12 161216 12 12 12 12 12 230 SEC.OFCOL.C1 (230X230) 230 12 12 12 #8@175inmiddlezone 12 #8@100inendzone 12 TIES TREAD300MM RISER150MM 150 150 150 150 150
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
UP 1 UP 2 UP GROUNDFLOORLAWN DETAILS REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE CLIENT: SAURABHDIXIT N DRG.TITLE DRG.NO. PROJECT NOTES DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:20/10/2021 D1 D3' W1 W1 W3 WALLUPTO LANDINGLVL. DRAWINGROOM 5 4 3 2 1 SLOPE OF 8" SLOPEOF8" LVL+1100MM LVL +575 MM LVL+725MM LVL +725 MM LVL+650MM EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 4447 4447 4297 SPIKELIGHTAT300MM DISTANCEFROMWALL WALLWASHERLIGHT AT1200MMHT BOLLARDLIGHT FORPATHWAY SPIKELIGHT WALLWASHERLIGHT AT1200MMHT 3350 300 300 4148 BOLLARDLIGHT FORPATHWAY BOLLARDLIGHT FORPATHWAY BOLLARDLIGHT FORPATHWAY UP 1450 SAMEASPATHWAY 4455 900 UP A A A A A B B B B F F F F E E E E C C C C SB-1 54" LEGEND PL PL ABCDEFGPL SB-1 LVL+425MM LVL+575MM LVL+575MM LVL+575MM 600 2371 600 600 LVL+550MM 300
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
2400 [7'-10 1/2"] 2173 [7'-1 1/2"] 5936 [19'-5 1/2"] 4188 [13'-9"] 2515[8'-3"] 2400[7'-101/2"] 4660[15'-31/2"] 3905[12'-91/2"] 2250[7'-41/2"] 1285[4'-21/2"] 1503 [4'-11"] 3185 [10'-5 1/2"] 2400[7'-101/2"] 1503 [4'-11"] 5300 [17'-4 1/2"] 3650[11'-111/2"] 4485 [14'-8 1/2"] 2250 [7'-4 1/2"] 2676[8'-91/2"] 3750[12'-31/2"] 2313[7'-7"] 3336 [10'-11 1/2"] 1885 [6'-2"] 6803 [22'-4"] 8565[28'-1"] DRAWINGROOM GUESTROOM TOILET PD.TOILET KITCHEN LIVING DINING COURTTARD TOILET WALKIN CLOSET MASTERBEDROOM SWIMMINGPOOL DECK PORCH DOUBLEHEIGHT CUTOUT TEMPLE UTILITY 115[41/2"] 2515[8'-3"] 1350[4'-5"]1165[3'-10"]1626[5'-4"] 110[41/2"] 2298[7'-61/2"] 516[1'-81/2"] 2081[6'-10"] 110[41/2"] 2019[6'-71/2"] 35[11/2"] 1459[4'-91/2"] 2196[7'-21/2"] 75[3"] 35[11/2"] 115[41/2"] 3000[9'-10"] 230[9"] 2285[7'-6"] 230[9"] 2285[7'-6"] 230[9"] 4210[13'-91/2"] 450[1'-51/2"] 3835[12'-7"] 300[1'] 3465[11'-41/2"] 300[1'] 3000[9'-10"] 20820[68'-31/2"] 115[41/2"] 2515[8'-3"] 1350[4'-5"]1165[3'-10"]1626[5'-4"] 110[41/2"] 2298[7'-61/2"] 516[1'-81/2"] 2081[6'-10"] 110[41/2"] 2019[6'-71/2"] 35[11/2"] 1459[4'-91/2"] 2196[7'-21/2"] 75[3"] 35[11/2"] 115[41/2"] 3000[9'-10"] 20820[68'-31/2"] 230[9"] 3635[11'-11"] 230[9"] 2561[8'-5"] 230[9"] 2178[7'-2"] 230[9"] 2477[8'-11/2"] 230[9"] 5369[17'-71/2"] 450[1'-51/2"] 3000[9'-10"] 115 [4 1/2"] 35 [1 1/2"] 75 [3"] 1618 [5'-3 1/2"] 3075 [10'-1"] 225 [9"] 1890 [6'-2 1/2"] 115 [4 1/2"] 3416 [11'-2 1/2"] 525 [1'-8 1/2"] 549 [1'-9 1/2"] 110 [4 1/2"] 115 [4 1/2"] 115 [4 1/2"] 35 [1 1/2"] 75 [3"] 1618 [5'-3 1/2"] 3075 [10'-1"] 225 [9"] 1890 [6'-2 1/2"] 115 [4 1/2"] 3416 [11'-2 1/2"] 525 [1'-8 1/2"] 549 [1'-9 1/2"] 110 [4 1/2"] 3754 [12'-4"] 4188 [13'-9"] 450 [1'-5 1/2"] 5496 [18'-0 1/2"] 450 [1'-5 1/2"] 4468 [14'-8"] 450 [1'-5 1/2"] 15502 [50'-10 1/2"] PLOTDIMENSION COLUMNDIMENSION GRIDDIMENSION 230 [9"] 1388 [4'-6 1/2"] 450 [1'-5 1/2"] 4745 [15'-7"] 450 [1'-5 1/2"] 4370 [14'-4"] 230 [9"] 11863 [38'-11"] PLOT DIMENSION COLUMN DIMENSION GRID DIMENSION PLOT DIMENSION COLUMN DIMENSION GRID DIMENSION PLOTDIMENSION COLUMNDIMENSION GRIDDIMENSION A B C DEF G H IJ KL M NOP A B C DEF G H IJ KL M NOP 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 CENTRELINEPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE DRG.NO. DRG.TITLE PROJECT DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL DRAWNBY: CHECKEDBY:ANKITGT. SCALE:NTS DATE:05/08/2021 01 N CLIENT: SHUBHAMPATEL NOTES GROUNDFLOOR 21247[69'-81/2"] 20820[68'-31/2"] 15502 [50'-10 1/2"] 1423[4'-8"] 1637[5'-41/2"] 1824[6']
1.Drawinganddimensionsareonlytobereadandnotscaled.
2.Unlessotherwisementioned,alldimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadinconjunctionwithrelevantarchitectural, structural,andservicesdrawings.
4.Alllevelsgivenindrawingarewithreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthearchitectural/structuralorservices drawingsmustbebroughttotheattentionofthearchitectbythe contractororprojectmanagerbeforeexcecutionofthesame.
SCALE:NTS
DATE:02/09/2021
DRAWNBY: CHECKEDBY:ANKITGT.
17820[58'-51/2"] 2400 [7'-10 1/2"] 2173 [7'-1 1/2"] 5936 [19'-5 1/2"] 4188 [13'-9"] 2515[8'-3"] 2400[7'-101/2"] 4660[15'-31/2"] 3905[12'-91/2"] 3650[11'-111/2"] 3000[9'-10"] 3185 [10'-5 1/2"] 2400[7'-101/2"] 1388 [4'-6 1/2"] 5300 [17'-4 1/2"] 3650[11'-111/2"] 3750[12'-31/2"] 2676[8'-91/2"] 2250 [7'-4 1/2"] 4485 [14'-8 1/2"] 3462[11'-41/2"] 2313[7'-7"] 1423[4'-8"] 3336 [10'-11 1/2"] 6803 [22'-4"] 8565[28'-1"] 1800[5'-11"] 6962 [22'-10"] 2800[9'-2"] 1200 [3'-11"] 3001 [9'-10"] 2676[8'-91/2"] BEDROOM3 TOILET DOUBLEHT BEDROOM4 CUTOUT BALCONY BALCONY LIVING STORECUMPANTRY TOILET TOILET WALKIN CLOSET MASTERBEDROOM2 STUDY 115[41/2"] 2515[8'-3"] 1350[4'-5"]1165[3'-10"]1626[5'-4"] 110[41/2"] 2298[7'-61/2"] 516[1'-81/2"] 2081[6'-10"] 110[41/2"] 2019[6'-71/2"] 35[11/2"] 1459[4'-91/2"] 2196[7'-21/2"] 75[3"] 35[11/2"] 115[41/2"] 3000[9'-10"] 230[9"] 2285[7'-6"] 230[9"] 2285[7'-6"] 230[9"] 4210[13'-91/2"] 450[1'-51/2"] 3835[12'-7"] 300[1'] 3465[11'-41/2"] 300[1'] 3000[9'-10"] 20820[68'-31/2"] 115[41/2"] 2515[8'-3"] 1350[4'-5"]1165[3'-10"]1626[5'-4"] 110[41/2"] 2298[7'-61/2"] 516[1'-81/2"] 2081[6'-10"] 110[41/2"] 2019[6'-71/2"] 35[11/2"] 1459[4'-91/2"] 2196[7'-21/2"] 75[3"] 35[11/2"] 115[41/2"] 3000[9'-10"] 20820[68'-31/2"] 230[9"] 3635[11'-11"] 230[9"] 2561[8'-5"] 230[9"] 2178[7'-2"] 230[9"] 2477[8'-11/2"] 230[9"] 5369[17'-71/2"] 450[1'-51/2"] 3000[9'-10"] 115 [4 1/2"] 35 [1 1/2"] 75 [3"] 1618 [5'-3 1/2"] 3075 [10'-1"] 225 [9"] 1890 [6'-2 1/2"] 115 [4 1/2"] 3416 [11'-2 1/2"] 525 [1'-8 1/2"] 549 [1'-9 1/2"] 110 [4 1/2"] 115 [4 1/2"] 115 [4 1/2"] 35 [1 1/2"] 75 [3"] 1618 [5'-3 1/2"] 3075 [10'-1"] 225 [9"] 1890 [6'-2 1/2"] 115 [4 1/2"] 3416 [11'-2 1/2"] 525 [1'-8 1/2"] 549 [1'-9 1/2"] 110 [4 1/2"] 3754 [12'-4"] 4188 [13'-9"] 450 [1'-5 1/2"] 5496 [18'-0 1/2"] 450 [1'-5 1/2"] 4468 [14'-8"] 450 [1'-5 1/2"] 15502 [50'-10 1/2"] PLOTDIMENSION COLUMNDIMENSION GRIDDIMENSION 230 [9"] 1388 [4'-6 1/2"] 450 [1'-5 1/2"] 4745 [15'-7"] 450 [1'-5 1/2"] 4370 [14'-4"] 230 [9"] 11863 [38'-11"] PLOT DIMENSION COLUMN DIMENSION GRID DIMENSION PLOT DIMENSION COLUMN DIMENSION GRID DIMENSION PLOTDIMENSION COLUMNDIMENSION GRIDDIMENSION A B C DEF G H IJ KL M NOP A B C DEF G H IJ KL M NOP 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 FIRSTFLOORLAYOUTPLAN REVISIONS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE:0522-4962014 NO. DATE DRG.NO. DRG.TITLE PROJECT DESCRIPTION ARCHITECT
TYPOLOGY RESIDENTIAL
07 N
CLIENT: SHUBHAMPATEL NOTES
3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT
1"X1" C-GROOVE
3"X3"R.C.C.WORK WITHPLASTER EXTENDEDOUTSIDE FINISH:DARKGREYPAINT
11 2"X1"MS.HOLLOWSECTIONLOUVERS
1.Drawinganddimensionsareonly tobereadandnotscaled.
2.Unlessotherwisementioned,all dimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadin conjunctionwithrelevant architectural,structural,and servicesdrawings.
4.Alllevelsgivenindrawingare withreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthe architectural/structuralorservices drawingsmustbebroughttothe attentionofthearchitectbythe contractororprojectmanager beforeexcecutionofthesame.
6.Thisdrawingmustbeprintedonly inA2sizepapers.
ROADLVL±0'-0" PLINTHLVL+3'-6" FIRSTFLOORLVL+15'-6" SECONDFLOORLVL+27'-6"
TERRACEFLOORLVL+51'-6" PARAPETHEIGHT3'-9"FROMFLOOR LVL.±0'-0" A A' B B' 1'THICKM.S-CSECTIONPARGOLA FINISHDARKGREY H.P.L.FALSECEILINGASPERDESIGN TEXTUREBROWNWOODENTEXTURE 2"COPINGONPARAPET COLORDARKGREY E' H' H LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.+0'-6" LVL.+0'-6" LVL.+0'-6" LVL.+0'-6" LVL.+0'-6" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" 3'-6" 12' 12' 12' 3'-9" SILLLVL+11'-6" LINTELLVL+13'-4" SILLLVL+23'-6" LINTELLVL+25'-4" SILLLVL/LINTELLVL+35'-6" LINTELLVL+37'-4" SILLLVL+7'-3" SILLLVL+19'-4" E ACPFINISH COLORDARKGREY 3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT ACPFINISH
MS.METALJALIWITH12MMGLASSASPERDESIGN
FULLGLASSWINDOW ASPERDESIGN FULLGLASSCURTAIN
E' E E' E DETAILC DETAILB DETAILA DETAILA DETAILA DETAILD DETAILE 3'-6" 3'-9" 4'-3" 1'-10" 2'-2" 3'-10" 4'-2" 1'-10" 2'-2" 8' 1'-10" 2'-2" 3'-9" 8'-3" LVL+54'-0" 2'-6" 8'-3" 2'-6" 54' 10'-6" 6'-10" 6'-10" 10'-6" 2"8" 2" 3'-9" 2" 10" 4"1'-10" 4" 9'-6" 4" 4"1'-10" 9'-6" 4" 4"1'-10" 7'-8" 2" 3'-4" 2"PLASTERMOULDINGWORK ATPLINTHLVL COLORDARKGREY 7'-8" 1" 3'-11" 3'-4" 2" 7'-8" 4"1'-10" 4"1' 10" 3'-6" 4" 6' 3'-10" 1" 5'-7" 4" 1'-10" 4" 10" 1' 3'-9" 2" 3' 1" 14'-7" 3'-2" ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE0522-4962014 ARCHITECT PROJECT DRG.TITLE DRG.NO.
FRONTELEVATION SCALE REVISIONNO. LEGENDS DESCRIPTION NO. DATE DRAWNBY CHECKEDBY DATE 11-11-2020 ZIA COSULTANTS PMC STRUCTURE MEP LANDSCAPE 07 NTS
THIRDFLOORLVL+39'-6"
COLOR-DARKGREY
COLORDARKGREY
WALLASPERDESIGN
NOTES
TYPOLOGY:HOSPITAL LOCATION:JAILROAD, SULTANPUR 00
CLIENT:Dr.RAVITRIPATHI
3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT
7'-8" 1" 3'-11" 2' 4"
3"X3"R.C.C.WORKWITHPLASTER
EXTENDEDOUTSIDE
FINISH:DARKGREYPAINT
9"BRICKWORK
FINISH:DARKGREYPAINT
FIXEDGLASSWINDOW SIZE-5'X6' FINISH:DARKGREYPAINT
1'THICKM.S-CSECTIONPARGOLA COLOR:BLACK
ACPFINISH COLOR-DARKGREY
FULLGLASSCURTAIN WALLASPERDESIGN
TERRACEFLOORLVL+51'-6"
H.P.L.FALSECEILINGASPERDESIGN TEXTURE:BROWNWOODENTEXTURE
2"THK.PLASTERCOPINGONPARAPET COLOR:DARKGREY
ACPFINISH COLOR-DARKGREY
THIRDFLOORLVL+39'-6"
LINTELLVL+37'-4"
SILLLVL+35'-6"
MS.METALJALIWITH12MMGLASSASPERDESIGN (REFERFRONTELEVATION) COLOR:DARKGREY
SECONDFLOORLVL+27'-6"
LINTELLVL+25'-4"
SILLLVL+23'-6"
FULLGLASSWINDOW ASPERDESIGN
SILLLVL+19'-1"
1"X1"C-GROOVEINPLASTER
FIRSTFLOORLVL+15'-6"
LINTELLVL+13'-4"
SILLLVL+11'-6"
SILLLVL+7'-3"
PLINTHLVL+3'-6"
ROADLVL±0'-0"
4"THK.R,C.C.WORK WITHPLASTER EXTENDEDOUTSIDE FINISH:DARKGREY PAINT
1"x1"C-Groove INPLASTER
9"BRICKWORK WITHPLASTER
1"x1"C-Groove INPLASTER
4"THK.R,C.C.WORK WITHPLASTER EXTENDEDOUTSIDE FINISH:DARKGREY PAINT
SECTIONF-F'
1.Drawinganddimensionsareonly tobereadandnotscaled.
2.Unlessotherwisementioned,all dimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadin conjunctionwithrelevant architectural,structural,and servicesdrawings.
4.Alllevelsgivenindrawingare withreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthe architectural/structuralorservices drawingsmustbebroughttothe attentionofthearchitectbythe contractororprojectmanager beforeexcecutionofthesame.
3'-6" 12' 12' 12' 3'-9"
3'-6" 3'-9" 4'-3" 1'-10" 2'-2" 3'-10" 4'-2" 1'-10" 2'-2" 8' 1'-10" 2'-2" 3'-9" 8'-3" LVL+54'-0" 2'-6" 8'-3" 2'-6" 54' 3'-6" 12' 12' 12' 12' 2'-6" 4"SILLWITHPLASTER EXTENDEDOUTSIDE COLOR:DARKGREY E' E DETAILA DETAILB LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" LVL.±0'-0" F' LVL.-28'-8" LVL.-28'-8" LVL. -28'-8" LVL.+4'-10" DETAILC F RIGHTSIDEELEVATION PARAPETHEIGHT3'-9"FROMFLOOR 3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT 4'-2" 1"1'-6" 1"1'-8" 1" 1" 2'-5" 1"10" 2' 4" 3'-10" 1"1'-2" 4" 1'-8"1" 1"2'-1"4" 1" 2' 1"10" 16'-10" 17' 16'-7" DETAILG ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE0522-4962014 ARCHITECT PROJECT DRG.TITLE DRG.NO. NOTES SIDEELEVATION SCALE REVISIONNO. LEGENDS DESCRIPTION NO. DATE DRAWNBY CHECKEDBY DATE 11/11/2020 COSULTANTS PMC STRUCTURE MEP LANDSCAPE 02 1:100
CLIENT:Dr.RAVITRIPATHI TYPOLOGY:HOSPITAL LOCATION:JAILROAD, SULTANPUR 01
ANKITGUPTA
DETAILG 2'-6" 5' 2'-6" 5' 2'-6" 5' 2'-6" 5' 2'-6" 5' 2'-6" 4" 4" 4" 6'
4"
1'THICKM.SCSECTIONPARGOLA COLOR:DARKGREY
TERRACEFLOORLVL+51'-6"
H.P.L.FALSECEILINGASPERDESIGN TEXTUREBROWNWOODENTEXTURE
PARAPETHEIGHT3'-9"FROMFLOOR
THIRDFLOORLVL+39'-6"
ACPFINISH COLOR-DARKGREY
1"X1"C-GROOVE ASPERDESIGN DISTANCE-2'
SECONDFLOORLVL+27'-6"
1"X1"C-GROOVE ASPERDESIGN DISTANCE-2'
FIRSTFLOORLVL+15'-6"
1"X1"C-GROOVE ASPERDESIGN DISTANCE-2'
2"PLASTERMOULDINGWORK ATPLINTHLVL COLOR:DARKGREY
PLINTHLVL+3'-6"
ROADLVL±0'-0"
1'THICKM.S-CSECTIONPARGOLA COLORDARKGREY
TERRACEFLOORLVL+51'-6"
H.P.L.FALSECEILINGASPERDESIGN TEXTURE:BROWNWOODENTEXTURE
PARAPETHEIGHT3'-9"FROMFLOOR
THIRDFLOORLVL+39'-6"
ACPFINISH COLOR-DARKGREY
3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT
SECONDFLOORLVL+27'-6"
12MMTHICKGLASSASPERSPECIFICATION COLOR:WINDOWGREY
DETAILB
DETAILE
1.Drawinganddimensionsareonly tobereadandnotscaled.
2.Unlessotherwisementioned,all dimensionsaregiveninmilimeters.
3.Thisdrawingshallbereadin conjunctionwithrelevant architectural,structural,and servicesdrawings.
4.Alllevelsgivenindrawingare withreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthe architectural/structuralorservices drawingsmustbebroughttothe attentionofthearchitectbythe contractororprojectmanager beforeexcecutionofthesame.
6.Thisdrawingmustbeprintedonly inA2sizepapers.
10"THICKM.S-CSECTIONPARGOLA COLORDARKGREY
FIRSTFLOORLVL+15'-6"
H.P.L.FALSECEILINGASPERDESIGN TEXTURE:BROWNWOODENTEXTURE
3"X3"R.C.C.WORKWITHPLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT
PLINTHLVL+3'-6"
ROADLVL±0'-0"
SECTIONB-B'
DETAILA Wall 1"x1" C-Groove 1"PLASTER DETAILA DETAILA DETAILB DETAILC 2" 2"8" 2" 2" 4" A.C.PFINISH ASPERDESIGN COLOR:DARKGREY SLABASPER EXISTINGSTRUCTURE BLOWUPOFDETAIL-BNTS 1'MSC-SECTION FRAME1'WIDE COLORDARK GREY
ASPERDESIGN TEXTUREBROWN WOODENTEXTURE SLABASPER EXISTING STRUCTURE BLOWUPOFDETAIL-CNTS
DETAILD 2"PLASTER MOLDINGWORK ATPLINTHLVL COLORDARKGREY GROUNDFLOORSLAB ASPEREXISTING STRUCTURE 9"BRICKWORK EARTHWORKUNDER PLINTHLVL DETAILC
H.P.L.FALSECEILING
SECTIONA-A'
4" 4" 4" 4" 3" 3"X3"R.C.C.WORKWITH PLASTER EXTENDEDOUTSIDE FINISHDARKGREYPAINT FIXEDGLASSWINDOW ASPERDESIGN 9"BRICKWORK WITHPLASTER LINTEL 8' 4' 12' 12' 12' 3'-6" 3'-4" 2" 7'-10" 1" 2' 1" 2' 7'-10" 1" 2' 1" 2' 7'-10" 1" 2' 1" 1' 3'-9" 2" BLOWUPOFDETAIL-ANTS BLOWUPOFDETAIL-DNTS BLOWUPOFDETAIL-ENTS ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE0522-4962014 ARCHITECT PROJECT DRG.TITLE DRG.NO. NOTES FRONTELEVATION SECTIONDETAILS SCALE REVISIONNO. LEGENDS DESCRIPTION NO. DATE DRAWNBY CHECKEDBY DATE 11-11-2020 ZIA COSULTANTS PMC STRUCTURE MEP LANDSCAPE 08 NTS
CLIENT:Dr.RAVITRIPATHI TYPOLOGY:HOSPITAL LOCATION:JAILROAD, SULTANPUR 00 10'-6" 3' 3' 3'-6" 12' 12' 12' 3'-9" 8'-3"
2"COPINGONPARAPET COLORDARKGREY
3WattTinySpotlight Brand:AsperSelection
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuiltingwith HighQualityBlueVelvetFabric
18mmx18mmL-GoldenProfileSection
DL-20(MatteChampGold)
Brand:JosephClip
60mmx40mmL-GoldenProfileSections
DL-09(MatteChampGold)
1.Drawinganddimensionsare onlytobereadandnotscaled.
45mmx24mmGlassShutterProfileSections
DL-06(MatteChampGold)
Brand:JosephClip
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
9"DeepJwelleryShowcase
With1 2"Corian
OpenableFramewithGlassShutterProfile
DL-06(MatteChampGold)and8mm ToughenedGlass
4"SkirtingAsperdesign
2.Unlessotherwisementioned,all dimensionsaregivenin milimeters.
3.Thisdrawingshallbereadin conjunctionwithrelevant architectural,structural,and servicesdrawings.
4.Alllevelsgivenindrawingare withreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthe architectural/structuralor servicesdrawingsmustbe broughttotheattentionofthe architectbythecontractoror projectmanagerbefore excecutionofthesame.
18mmx18mmL-GoldenProfileSection
DL-20(MatteChampGold)
Brand:JosephClip
9"DeepJwelleryShowcase
With1 2"CorianonAllSides
OpenableFramewithGlassShutterProfile
DL-06(MatteChampGold)and8mm
ToughenedGlass
1 2"ThkHighDenseFoamQuiltingwith HighQualityBlueVelvetFabric
Brand:JosephClip 19mmPlybase
45mmx24mmGlassShutterProfileSections
DL-06(MatteChampGold)
Brand:JosephClip
60mmx40mmL-GoldenProfileSections
DL-09(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuiltingwith HighQualityBlueVelvetFabric
6mmPlybase
20mmx6mmInlayGolden-Profile DL-05(MatteChampGold)
Brand:JosephClip
20MM 2"9"2" 20MM 2" 40MM 45MM 2'-3" 20MM 2" 40MM 45MM 2"9"2" 20MM 2" 40MM 45MM 2'-3" 2" 40MM 45MM 20MM 2"9"2" 20MM 2" 40MM 45MM 2'-3" 2" 40MM 45MM 20MM 2"9"2" 20MM 4" 2" 3'-3" 2" 2" 2'-5 12 " 2" 20 MM 4" 20 MM 20 MM A B A' B' C' C 4"Wide6mmThkCorian 10" 6 MM 6 MM 20MM 1'-1" 20MM 2" 40MM 45MM 2'-3" 20MM 2" 40MM 45MM 1'-1" 20MM 2" 40MM 45MM 2'-3" 2" 40MM 45MM 20MM 1'-1" 20MM 2" 40MM 45MM 2'-3" 2" 40MM 45MM 20MM 1'-1" 20MM VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID SHOWCASE SHOWCASE SHOWCASE ELEVATION PLANA-A' DETAILB DETAILC 9" 9" MM MM 9" ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE0522-4962014 ARCHITECT PROJECT DRG.TITLE DRG.NO. NOTES FIRSTFLOOR SHOWCASEDETAIL SCALE REVISIONNO. LEGENDS DESCRIPTION NO. DATE DRAWNBY CHECKEDBY DATE 28/12/2020 ZIA COSULTANTS PMC STRUCTURE MEP LANDSCAPE -NTS
CLIENT:SHYAMGUPTA TYPOLOGY:COMMERCIAL LOCATION:BARABANKI 00
3'-10"
7'-3"
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuilting withHighQualityBlueVelvetFabric
60mmx40mmL-GoldenProfileSections
DL-09(MatteChampGold)
Brand:JosephClip
45mmx24mmGlassShutterProfileSections
DL-06(MatteChampGold)
Brand:JosephClip
18mmx18mmL-GoldenProfileSection
DL-20(MatteChampGold)
Brand:JosephClip
OpenableFramewithGlassShutterProfile
DL-06(MatteChampGold)and8mm
ToughenedGlass
1"ThkHighDenseFoamQuiltingwith HighQualityBlueVelvetFabric
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuiltingwith
HighQualityBlueVelvetFabric
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
4"SkirtingAsperdesign
4"Wide6mmCorianAsPerDesign
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuilting
withHighQualityBlueVelvetFabric
1"ThkHighDenseFoamQuilting withHighQualityBlueVelvetFabric
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
1"ThkHighDenseFoamQuilting withHighQualityBlueVelvetFabric
20mmx6mmInlayGolden-Profile
DL-05(MatteChampGold)
Brand:JosephClip
4"SkirtingAsperdesign
1.Drawinganddimensionsare onlytobereadandnotscaled.
2.Unlessotherwisementioned,all dimensionsaregivenin milimeters.
3.Thisdrawingshallbereadin conjunctionwithrelevant architectural,structural,and servicesdrawings.
4.Alllevelsgivenindrawingare withreferencetothen.g.l.as benchmarkedatsite
5.Anydiscrepancybetweenthe architectural/structuralor servicesdrawingsmustbe broughttotheattentionofthe architectbythecontractoror projectmanagerbefore excecutionofthesame.
4" 2'-8 12 45 MM 40 MM 2" 2" 2'-5 12 2" 20 MM 4" 20 MM 45 MM 40 MM 20 MM 2" 10" 6MM 6MM
SHOW CASE VOID VOID VOID VOID VOID
4" 3'-3" 2" 2" 2'-5 12 2" 20 MM 4" 20 MM 20 MM 2" 10" 6MM 6MM 4"Wide6mmCorianAsPerDesign VOID VOID VOID VOID SECTIONA-A'
2" 40MM 45MM 2'-3" 2" 2" 2'-8 12 " 45 MM 40 MM 2" 45 40MM MM 40MM 45MM 11 2 " 18MM 2" BAL. 11 2 " 18MM 2" 4 12 " 2" 1'-9" 182" MM 1 12 " 18 MM 61 2 " 61 2 " 11" 11 2 " 11 2 " 1 12 " 6 12 " 1'-1 12 " 6 12 " 4 12 " 9" 45MM14 MM 15MM 24 MM 40MM 60 MM 2" 20MM 1" 3" 18MM 6 MM PLYBASE ANKITGUPTA BUILDWELLARCHITECTS 402-RAJAPARTMENT JOPLINGROAD,LUCKNOW PHONE0522-4962014 ARCHITECT PROJECT DRG.TITLE DRG.NO. NOTES FIRSTFLOOR SHOWCASEDETAILS SCALE REVISIONNO. LEGENDS DESCRIPTION NO. DATE DRAWNBY CHECKEDBY DATE 28/12/2020 ZIA COSULTANTS PMC STRUCTURE MEP LANDSCAPE -NTS
SECTIONB-B'
CLIENT:SHYAMGUPTA TYPOLOGY:COMMERCIAL LOCATION:BARABANKI 00
BLOWUPDETAILA(NTS) BLOWUPDETAILB(NTS) BLOWUPDETAILC(NTS) VOID VOID VOID 9" 4" 20 MM 2" 40 MM 45 MM 6MM 6MM 10" 14MM 24MM 15 MM 6 12 " 18 MM 18MM 1" 6MM 8MM 20 MM 2" 40 MM 45 MM 14MM 24MM 15 MM 1" 6MM 8MM 3" 18 MM 18MM
DETAILA
BEDROOMMASTER 15'-8"X11'-10" PANELLCD SEATING LAYOUTPLAN 15'-8" 13'-10" 11'-8" 1'-3" 6'-5" 4'-2" 3"1'-8" 6'-6" 6'-0" 1'-8" 1'-8" 1'-8" 3'-0" 1'-6" 6'-31" 4'-10" A B C D CEILINGLVL ASPERSITE FALSECEILINGLVL ASPERSITE 12MMTHKEUROPRATIK LOUVERSASPERSELECTION SIZE5"X8' LINTELLVL ASPERSITE 4"SKIRTINGASPERDESIGN 12MMTHKCGROOVE 2"X11 2"THKC-GROOVE ASPERDESIGN 4" 11'-11" 12 " 12 MM1" 2'-5" 1 12 " 10" 1 12 " BAL. 4'-10" 3'-11 2 " 4MM 3'-11 2 " 61 2 " 1'-6" 4'-0" 5'-21 2 " 1'-0"8"1'-0"11" 2'-11" OPENSHELFAT LVL+12"FROMWALL OPENSHELFAT LVL+12"FROMWALL A A' ANKITGUPTA BUILDWELLARCHITECTS ARCHITECT CLIENT: TPOLOG: PHONE:0522-462014 402-RAAPARTMENT RESIDENCE DRG.TITLE DRG.NO. MASTER.BEDROOM SCALE REVISIONNO. LEGENDS DRAWNB CHECKEDB DATE NTS PROJECT OPLINGROADLUCKNOW WORKINGDETAILS PAALI NOTES 06/01/2021 ELEVATIONC 10" 1" 9" 1" 2" 1 12 " 12 MM 1" 1" 3'-0 1" 3'-0" 1" 1 6'-0 1 4'-10" OPENSHELF OPENSHELF A A' DETAILA
CARCASSDETAIL 1" 12 MM1 12 " 2" 1" 9" 1" 9" 1" 1" 1'-4" 1" 1 2 " 12 " OPENSHELF DRAWER 2'-2" 1'-6" BLOWUPDETAILOFSECTIONA-A' 9" 1" 9" 1" 2" 1 12 12 MM 1" 1" 1" 3'-0 1" 3'-0 1" OPENSHELF OPENSHELF DRAWER DRAWER 6'-3" 2'-2" 3'-8" 41 2 "
TVUNITWITHSTUDYTABLE TVUNITWITHSTUDYTABLE-
MASTERBEDROOM 15'-8"X11'-10" LCDPANEL SEATING LAYOUTPLAN 15'-8" 13'-10" 11'-8" 1'-3" 6'-5" 4'-2" 3" 1'-8" 6'-6" 6'-0" 1'-8" 1'-8" 1'-8" 3'-0" 1'-6" 6'-31 2 " 4'-10" ANKITGUPTA BUILDWELLARCHITECTS ARCHITECT CLIENT: TPOLOG: PHONE:0522-462014 402-RAAPARTMENT RESIDENCE DRG.TITLE DRG.NO. MASTER.BEDROOM SCALE REVISIONNO. LEGENDS DRAWNB CHECKEDB DATE NTS PROJECT OPLINGROADLUCKNOW WORKINGDETAILS PAALI NOTES 31/12/2020 CEILINGLVL ASPERSITE FALSECEILINGLVL ASPERSITE 2"X2"MS.METALFRAME PAINT:POWDERCOATING COLORASPERSELECTION 12MMTHKEUROPRATIK LOUVERSASPERSELECTION SIZE5"X8' 8MMX25MMPROFILELIGHT MIRRORASPERSELECTION 12MMGOLDEN-UMETAL PROFILE STONEFINISHMICAASPER SELECTION 12MMGOLDEN-UMETAL PROFILE WOODENMICAVENEER ASPERSELECTION 6"MATTRESS BRAND:ASPERSELECTION 3" 3'-0" 5'-51 2 " 3'-0" 10"1'-0"8"1'-0"6" 15'-8" 1'-0" 8" 1 12 2" 6'-0" 4" 12 MM 8" 3'-10" 2'-51 2 " 11 2 " 1'-8" 11 2 " 12MM 11" 2" 5'-8" 2" 3" 1'-8" 3'-0" 3" 1'-4" 1 121'-4"" AS PER SITE BAL. DETAILB A A' 12MMTHKC-GROOVE 4" 1'-5 12 " DETAILA DETAILC 4" EQ. EQ. ELEVATIONA A B C D 2" 2 12 12 MM 7 12 12 MM 2 12 6" 2" 12MMGOLDEN U-METALPROFILE 3" LVL+3" WALL 25MMX8MM PROFILELIGHT 8" SECTIONA-A' 1 12 " 8" 8" 1'-8" 1 12 " 8" 8" 1'-8" SIDETABLE SIDETABLE -CARCASSDETAIL 3'-0" 1'-8" 1 12 " 8" 8" 1 12 " 8" 1 12 " 8" 8" 3'-0" 1'-8" 8" SIDETABLEWITHDRESSER SIDETABLEWITHDRESSER -CARCASSDETAIL BLOWUPOFDETAILA SKIRTING
