TYPE R-2 (DRG.2003)

1700

300_L

T

15300

NOTES:-

1 THIS DRAWING SUPERSEDES THE EARLIER DRG.NO.386(R1Y2Kl2. NO DIMENSION SHALL BE MEASURED FROM THE DRAWING.3. ALL DIMENSION ARE IN Mill METERS.

4. FOUNDATION SECTION SHALL BE PROPERLY DESIGNED &APPROVED BY S.E. CIVIL AFTER CONDUCTING SOILINVESTIGATION.

5. PLINTH LEVEL OF THE BUILDING SHALL BE DECIDEDBY SE(CIVIL).

6. CEILING HEIGHT OF BUILDING SHALL BE 3000MM EXCEPT GARRAGEWHICH SHAlL BE 2700MM

7. PARAPET HEIGHT 900 MM8. LINTEL HEIGHT 2000 MM9. KITCHENWINDOW HEIGHT1050MM.(IIOOOPENABLE+I50 FIXED)

10. TREAD & RISE NOT TO BE COUNTED FROM DRAWING.11. ALL STEEL SECTION SHALL BE PAINTED WITH RED-OXIDE

BEFORE FIXING.

12. WORK SHALL BE CARRIED OUT AS PER SPECIFIED GUIDELINES & RELEVENT IS CODES.

13. NITCH 75X75 IN GARRAGE FOR FIXING ROLLING SHUTTER.

14. ROOF OF W.C. TO BE KEPT SUNK BY 380MM.

15. IN CASE OF ANY DISCREPANCY IN THE DRAWING ORDIFFICULTVAT SITE, THIS OFFICE MUST BE REFERREDIMMEDIATELY PRIOR TO EXECUTION OF WORK.

JOINERY SCHEDULE:-1-~

Dl 1050X2000 SINGLE LEAF ASSAM TEAK02 900X2000 • " " "03 750X2ooo " " " "04 1200X2000 DOUBLE LEAF ASSAM TEAK06 9OOX2000DOUBLE LEAF ASSAM TEAK07 1200X2000 DOUBLE LEAF STEEL

2-WINDOW

"."..,..,._--

Chief Engineer (Civ I)R.R.V.P.N.L., JAIPU

300

-ill-300

-j I1- _300

------III-300

-jIl-

l

Ii

~

81003300 '700

WI 1200X1200 STEELW2 900X1200 STEEL

CW 1800XI200 STEEL(COOLER WINDOW)CWI 1200XI200 STEELICOOLER WINDO~CW2 9OQX1200STEEL COOLER WINDOCW3 700XI200 STEEL COOLER WINDOWKWI 1200Xl050 STEELKW2 600Xl050 STEEL

OFFICE OF THE .CHIEF ENGINEER(CIVIL)R.RV.P.N.L TD.•JAIPUR

300 ..L

3-VENT

VI 1800X450 STEELV2 1350X450 STEELV5 900X450 STEELV7 600X450 STEEL

T

PLAN OF R-2 TYPE QTR.(TYPE DESIGN) 2003

DRAWNBY:- CHECKED BY:- DRG.NO.493/2K3

1800

7001

I4200

"'~

GARRAGE2700X5000

(CEllINGHT.21OOMM)

FIXED GLAZEDGRILLS ABOVELANDING WITHCENTRAL 600 WIDEOPENABlE WINDOW

4200

.1300

T300

2

1T

r3300

1SCALE:-N.T.S

4-ALMIRAH

Al2 900XI900SAL1 1200X1200SAl4 600XI200

(O.P.PAREEK)DIMAN-li DATE:- 28.5.2003

r 300

-1'1-- 1650 -lAEN(C-DESIGN)

SUBMITTEOBY RECOMENDED BY APPROVED BY:-

GROUND FLOOR PLANXEN(C-OESIGN) TA TO_C.E.(CIVllj CHIEFENGINEER(ClVlL)

REVISED ROOF DRAINAGE,SYSTEM FOR R-2 TYpE QTR.(DRG.2001)

-,I

V31IIIIIWI:I NOTE:-

1. THIS IS AN INDICATIVE DRAWING OfQ.OOFDRAINAG::.

2. A.C.DOWNTAKE PIPE SHALLBE PROVIDED.3. HIN!I~UM SLOP" TO BE PROVIDED 1:60.

f.. \@&I/!./" .~ Cb . - , ,,_OPED

: IN 12

f-<--_____.:_t'OM~ L~......___I ~ (t) _Ii- ~ ®' --] - - ~ ~---=- - cf{,o -,e:.tev ".,.-: i 1 -> /&/~i-~

/ /) --- il----.::- -~: I

I ~ ~ /' '-b-===='JI '" 5.3:"" ---'--,

'---'-'+-_.l..- -'-....L_--'- ---4 _ L _'~R~H_ ~I---t--t-----:I _

--

INDEX:-;- iOiLET G.!. PIPE,,-OUT l.ET G.l.PIPE.C- OVER FLOW/WASHOUT G.I.PIPE..... ----Chief Engineer (Civil)F\.R.V.P.N.L., J"\PU~

iOFFICE OF THE ADDL.CHIEF ENGINEER(CIVIL)I R.R.V.P.N.LTD.,JAIPUR

I ROOF DRAINAGE SYSTEM FOR R-2 TYPEQTR~

I D~WN SY:- CHECKED BY:- DRG.NO) "l6!/.. ¥- iI 'r " ._._C_.I......r- .~' (! 1~~\1,\~ ..., f\('...t'-'1 :.tl SCALE:·N.T.S.I (O.P.;';;==K) .:_,_? (" "1 \I Df"''It''ii AEN(C-DESIG~) DATE:-II-b-,z~1,-----!--I --:----1----:-::=:::-:;;::-;;-::-:--1i SUB1'1il':'DBY I RECOMEND=DBY. APPROVEDBY:-I 1i "67 ="i ,; I---- -- - ----- ""0-­

I .~:._~ . .

."OOL.O-il!::' =~.-GINEE~,C'I1A. 10 " CE (CiVIL)

DETAIL OF WATER SUPPLY SYSTEM FOR R-2 TYPE QTR.(2001)

I,A W.B.

l '- _jf

IDllU:CT fRO:·) T;","KlSmm DIA

I

® TOILET ATfACHEDWITH M.B.ROOM

DIRECT®tSUPPLYTO COURT~YARDAND I

TOILET I '---:-"'i=<:;::n:;;;;:::=

T~~:Kflt: yI -Te-­r --

PLACEMENT DETAILOF P.V.c. TANK(TYP.)

2SmmDIA PIPE

FROMTANK DRG.ROOM

lSmm orA® TO COURT YARD~:;:--~_._

COURT YARD

VER

II

-_·_·-t-III

~ <t I DIRECT SUPPLY~r 0~ LI) TANK POINTL o! E I .... GEYSERPOINTo o, E f' -e>-- --e:-- -- -e:-®~:::JLI)u..(/)....-(

FRONT TOILET

®------~KITCHEN

Tw.e. ,

~

~

Chief Engineer (Civil)R.R.V.P.N.L., JAIPURE Of- THE /\DDl.CHIEF ENGINEER (CIVIL)

R.R.V.P.N.LTD.,JAIPUR

(O.P.PAREEK)D/MAN·I1 AEN(C·D=SIGN)

APPROVE 0 5" :.SU6~llTTEDBY.

~4-}_SREcor·1.BY.

X=~(C·DESIGN) i.A. T~ ~CE{C)

SEPTICTANK2000X1000X1300

DETAILS OF EXTERNAL SANITARY SYSTEM OF R-2 TYPE QTR.(2001)

G.T.3OOX300U-+.-...L.._..-<:o-----(

BEDROOM

___ W0..

9VI BOX

BED. ROOM

CHAMBER300X300

S.WELl2400mm DIA2400mm DEEP

'"U P -t-H-H-!c-l

LOUNGE

DIRECTSUPPLYTAP(+600mm)

[ <-:50mm1200Xl000

VER

5HEET-l/3

TO APPRO.PLACE

NOTE:-

1. THI~IS AN INDICATIVE DRAWING,IF ANY CHANGE IS REQUIREDTHE SAME SHAll. BE REFFERED TO THIS OFFICE.

2. .TOP LEVEL OF MANHOLE,SEPTIC TANK ,SOAKAGE WELL ANDOTHER CHAMBERS SHALL BE 100mm ABOVE THE FINISHED G.L.

3. MIN.SLOPE FOR SoW. & A.C. PIPE LINE SHALL BE 1:50

4. HT. OF COWEL SHALL BE 1750mm ABOVE THE TERRACE LEVEL

5. CONCEALED G.I.P!PE SHALL BE PROVIDED ON INNER SIDE OFKITCHEN AND TOILFT ALONG THE WALLS AS FAR AS POSSIBLE.

6. SLOPE IN TOILET FLOOR SHALL BE 1:60 TOWARDS FLOORTRAP.

7. ALL MANHOLE COVCRS,AND FRAMES SHALL BE PAINTED WITHANTIACIDIC PAINT.

,.~~--..,t....._---Chief Engineer (Civil) .R.R.V.P,N,L.•_JAlPU8.. . .

TO DRAIN OFFATAPPROPRIATEPLACE

. PASS

ISTORE

I. ,,-

KIT

DRG.ROOM

q~ ,,~ ~' ~ .-' -:~ -:,~. ',- .

TOILET DETAILS FOR R-2 TYPE QTR.(DRG.2001) SHEET-2/3C.P.TOWELRAIL(+)1100600mm WIDE

SLOPE IN i=LOORlIN 60 TOWARDSF.T. (MIN.TIP.)

NlTCHATLVL+llOO F.L.

MARBLE SHELF(+)1100

GEYSER ~-____j

TAP(+)lOSOmrn =====:l-ti-~=r=---'SHOWER(+)2000mm

SOAP NITCH ------'AT(+)4S0mm

WASHBAS[IISSOX400mm

SPACE FOR

DETAIL PLAN OF TOILET

ATTACHED WITH M. BED ROOMDETAIL PLAN OF TOILET

;;foo

~oL1)

"JL1)

TT8OMo.0Nlj_

V3

\ NITCH(300XSOO)\ AT(+1200mm)II FLUSH COCK'1 (+750mm)'\TAP( +250mm)I!i,

DADO HT( +SOOmm)

-4 I<'- 1800150SECTION

-4 I~300

ON B-B

a -=- Directb -=-Tankc -=-Geyserab -=-100mmbc -=-lOOmm

--l ro- 1350-<>j ro-150 300 Chief Engineer (Civi )

DETAIL OF W.B.V.P.N.L., JAIPU

SECTION ON A-(::',

--- ..----------~------------~--------

~~~ ~'I.~ ..--. '_

~ ~ "II!" \ 'II4p' "~ ~~' ~ .-- :~ _'_''-

- >~'- ··c -,

TOILET DETAILS FORR-2 TYPEQTR.(DRG.2001) SHEET-2/3C.P.TOWELRAIL(+)1100600mm WIDE

SLOPE IN i'LOORlIN 60 TOWARDSF.T. (MIN.TYP.)

LOCATION OFGEYSER \ ,,':'00 HT. (.) 1800mm

WASH BASllISSOX400mm

DETAIL PLAN OF TOILET

ATTACHED WITH M. BED ROOMDETAIL PLAN OF TOILET

;;faa

~ol1)'¢

Jinl1),..-i

TT8OMo.0N

II

V3

DADO HT(+800mm)

a -c::-Directb -ce-Tankc -c::-Geyserab -c::-100mmbc -c::-l00mm

--l 1<'-13504 I<'-150 300

DETAIL OF W.e.4 t<'- 1800150

SECTION

-c1 I-=:r-300

ON. B-B SECTION ON A-A,

ij __~~_~~~_s_~.:__ij,_fi.~_~ ~. ~ .a u .~Ui U>1

KITCHEN & STORE DETAILS FOR R-2 TYPEQUARTER(2001)

\ ~ \'~'I

- I

KW2 GLAZEDTIlES FROM,t1 +800MM TO +1400MM Jr-: -50 N

11; ~I,

150 1-lJ 1r1I=f=BTH I00ec

MARBtE SINKI~OORtE\lEt_(-)5()1<"

MARStETO?20mmTH.

u,\ ~ "*" \U - ~.,../-

Sf;lEET-3j3

Chief Engineer (Civil)R.A.V.P.N.l., JAIPUR

DINNING KWl

80mm

Lx

650X600X2SOmm

OFFICE OF THE ADDL.CHIEF ENGINEER(CIVIL)R.R.V.P.N.LTD.,JAIPUR

KITCHEN & STORE DETAILS FOR R-2 WPE QTR.

DRAWNBY:-

~~"~-­(O.P.PAREEK)O/!-"oAN·1l

SECTION ON Y-X

.. VER

DETAIL OF KITCHEN

1000I~r",-n

ee230mmFOR E- FAN

..,....:ZSmm1lt.

KQT'" STON£SHEt.l2lOtrwftw

. ~o OItn 1m ....-2S0mm

Itr

'-'- 2Smm TH. I..

I

It1lLLi-600-t T

DETAIL OF STORESHELVES

( SECTION AT C-C)

XEN(C·OESIGN)

CHECKEDBY:-

C~~-r-AEN(C·OESIGfI)

RECO~IENOEO BY.

T.A. TO A.('E.(OVlt)

DETAIL OFWATERSPACE

NITCH IN KITCHEN(AL2)50m~

T 7SmmTHBRlCX_PARO!IN 1:4 C.M.

KOTA STONESHElf4S0mmWIDTH

SECTIONON A-B

ELECTRIFICATION 'OF R-2 TYPE QTR. (DRG.2001)

COURT YARDGA.RRAGE

i+f1., '-",IcY ,ou,o,ilo

e­N

t+

I~~~~~~ ,~ J

:c+«1. ,t

------"1------,o

1. LIGHT POIN I .. -02. TWO WAY LIGHT POINT ...3. FAN POIN: +4. TUBE LIGHT POINT C;:::>

5. TWOWAYTUBE LIGHT POINT""""'6. BULK HEAD FmING 0

7. SWITCH BOARD ON G.FLOOR o8. SWITCH BOARD ON ROOF ..9. TWO WAY POINT ON BOARD <P

10. POWERPOINT P.P

11. CEILING FmING 012. EXHAUST FAN <B~3. BELL POINT ,~I

\ BOTTOMLE'/eL OF SWITCH BOARD 1200mm

\ BOTTOMLEVEL0:: POWERPOINT IN ROOMS 1200mm

LEVELOF POWER"OINT IN TOILET 180Qmm

LEVELOF POWERPOINT 450mmIN KITCHEN ABOVE PLATEFORf'"

NOTE:- (I) ACCESSORIES SHALL BE PROVIDEDAS PERAPPROVEDMAKE/GUIDE LINES.

(II) ONE WATER TIGHT LIGHT POINT WITH BULK HEADSHALL BE PROVIDED FOR ROOF.

SLAB RIENFORCEMENT DETAIL _f_9_R_R-=2 TYPE QTR.

- "'

1~_H~ET-OFi;-7JI

1==--=__. ._____ ._=~=__~==J

COURT YARD 8",,,250 ./e

PARDI WALL TO BE KEPT BELOW THE ROOF DIJRING CASTING Of' n.c.c. SLAB ONLYAFTER f'.E~IOVING Of SIIunr:rUNG IT SHOULD Or: ERI:CTED UP TO ROOF. ' ...

STP,8#~

R-2 TYPE Q7R,1I

SHEET 2 OF 7iBEAM- Bl

I

tn1j-------1===t---jru

~ aoo f-I .._---17-°-°--_..-11300 f----300r-- ---j

SECTION AT A-A

BEAM-B2! 2-10#<TH,DUT)

2-10~I+ 1-12~([XT.)

, C1 A--

iII

StT1WI\! AT A-A SECTION A--: 3-B SECTION AT C-[ .- _t

---~~=-----_----=-:-~~========-----------------------------c-h-ie---=----=f~neer (Civil1R.R.V.P.N.L., JI"PUR

I

~1~_i-' ----;!~===t--­~I'--' -_M:

C/C ru1

i~

2-10# tniI

! ? C'U..---i_

STP,8# ~.\ , I

e200 cle rul

_ I 1 2000 1 I 900 ~ i~ 300 f---..--------- .. ---I 300 ~-------i 300 r---2--10#CTH,DUT)

I()' I------i===t------j(\I 'i',I I ----(d(Y) :(\ I ,

C/C

'-----'----- 2 -12:;:1_30~1 TH,DUT) 300

r-- ----I : -i2*fCEXT,) 300r-- ---j

BEAM- B3 R-2 TYPE QTR,2-1011 SHEET 3 OF 7

200 ClC

3-1211+ 2-12jj(EXT,

B.-J

3-12#CTH,DUT)

---1300 ~ 2=..:.c2_50~__ '-l300 ~

If)ru

@200 C/C @200 C/C

L....L..J._L-L.-_ 3 -12 # +2--12#(EXT.)]00

1-- --I300

1-- --I

SLCI.llJN AT A·-A SECTION AT B--B

BEAM-B4 A-l

STP. 8#3-12#

250 C/C

---l 300 f-'-' -- __ ___:2::..;_7_::_:00.------.11300 ~

81* HOLDING BAR

60() -_I

SECTION AT A-AChief :En::/ ~-:~A.A,V.P,N.L. _\:i':;},":'.

BEAM-- B5 R-2 TYPE QTR.

SHEET 4 OF 72-10M-.----t-,+ 2-12U(EXT.)

---1300 1---- ----I~~~_---j300 I-----~-_j2-10# + 2-10# +2--10# 2-12#(EXT.) 2-12#tni Lni lniCLJ CLJ (\J:r STP.B# :r STP.BtI :r STP.B#@275 C/C @275 C/C @275 C/CLn tnt In tnt Ln tntVt V Viia a a

3-12# .-.. 3-12# .-.. 2-12# .--i.300 300 3001--- --I 1--- --I 1-- --ISECTION AT A-A SECTION AT B-B SECTION AT C-C

BEAM-B62-16jj(TH.DUT)

Id1-- --I

~;=Y==========;i=====1305B __l 2-811 Tr- e_20_0_C_I_C-------1100 C/C 11150C/C eioo C/(

/-'~",",,'-r----r--+-- --1--------1---1 - 2:5::;0 2700~MIN.700 ---t----------------i_~1300t--1....------------_ ... ----l1

oI--

2-16# +2-16#(EXT.)

r-r----.-,--- t LVL.3125

L-_'----'---_ 3-12 jf

TH.DUnk LVL.2655hVL ..2550 Chief Engin er ((";vii)

R.R.V.P.N. '. JA:I ..;..~

3001-- --I

~ECTlUN AI A-A 300 2-8t11--- --I

SECTION AT B- B

• ---- ----.---.--------.--- ... ---------- __ ___J

--I 300 f-- 900-1-- 1310+262 :::1570 --1-- 1280 --1300 I--!R=6ll!=s_j

LVL.2165 2nd FLlCil1T

~67 ;':;-1~62~

lfl\l)

C\JIIr-;~xC"l

165

3-12#(EXTRA) 'I

L4-121l(EXT.)

STP

ISt.FLIGHT

/R=131~=1~

t

BEAM-B7R-2 TYPE QTR,SHEET 6 OF 7

2-8#<TH,DUT)A

I

B~

3-12#<TH,OUT)+ 2-12#(EXT,)

---i 3001f-~ 33_00 _'''-.j1300 ~

i, 2-10# i 2-10#tn tnru rug~ STP,8# gf STP,8#CUi @200 C/C cui @200C/C ~

Chief Engineer (Ciuif53-12# 3-12#(TH,OUT)R.R.V.P.N.L .. JAlh.m300 TH,OUT) 300 2-12#(EXT,)~ __,

~ __,SECTION AT A-A SECTION AT B-B

C>C>(")

BEAM-B8

STAIR CASE MUMTI ROOF DETAIL1C>C>(")

T"kl L LVi i \'-----t--"+--t- - ~U, I IVI IVlH~. -!:-----+--+---+---A-- ~ r

g ,1 ......1------..I---4 --+-__ 8_#_@2_OO_M_M_C/_C__ ---..;1.iij f1@1 ~ !@ .ni, In I ~ It=llOMMIiin ' c> . : :

W. I /~ I i~ ! I, CD : ::' i i !

R-2 TYPE QTR.SHEET 7 OF 7

~------ 3750 -1300 ~

SLAB THICKNESS=110MM2-8#<TH.DUT)

A

I 1 ~-~--2-8#.r---"---1======tJC)

.-<_J200 C/C A 4-10#<TH.DUT)

--1300~ ...... 3_3_00 ~-,1300 ~

3001- --1

SECTION AT A-A

L2

TYPICAL REINFORCEMENT DETAIL FOR CONTINUOUS BEAM

SHEAR STP. ASV AS2

DrSHEAR STP.ASV 1 ASlSHEAR STP.ASV

~ BSECTIONAL DETAIL OF BEAM AT Xl-Xl

~ BSECTIONAL DETAIL OF BEAM AT X2-X2 TYPICAL REINFORCEMENT DETAIL FOR SINGLE SPAN BEAM

'A'

TYPICAL REINFORCEHENT DETAIL FOR SLAB

L2

II .. rr ~CLEAR COVER <15MM) TYPICAL REINFORCEMENT DETAIL FOR STAIRCASE

TYP.VIEV 'A' OF SLAB

AS12

TYPICAL CORNER REINF.FOR SLAB (R2 TO R-S TYPE QTR.)(ASSUMING CORNERSARE HELD DOWN/PREVENTED FROM UmNG UP)

REINF.& SPACINGAS PERDETAIL DRG.SAME IN XU ...,,(2(ONLY IN X2 BOTTOMBARSTO BE DENTUP IN U-SHAPE )

A

l r-+---_+-+--r- --,44-=-......!R~EINF.a. SPACING AS PERDETAIL DRG.SAME IN Y1&Y2(ONLY IN Y2 BOTTOMBARSTO BE BENT UP IN U-SHAPE )

@

• I

_;

PARAPET/F.F.MASONRY

1'l ~ilt:·AS P!:R

IL DRG.

50% MIDSPAN REINF.BENTUP IN U SHAPE AFTEREDGEOF THE SUPPORTS

~_...::!50% toliDSPAN REINF.BENTUP AT SUPPORT.

SECTION- A-A

PARAPET/F.F.MASONRY

SECTION-6-6

. 8 :::t.........Chief Engin-ee-r-(c-;v;nR.R.V,P.N.l., JAlp:..; .

1P--3

, " " " " "" /'""""" , /" " " ,"''' ," ,," ,/ ------ , , , ," ",," ,/ /' , " " ",.' ,,' " .' , , "" ,,' " " '" " " " , ," /' /' " " "/':!" , , " !" " , "," y, .- :

-..,.._.J~ I--t- 1 II" I 01- 101 1 \l),I I_j_L----------- ~ J

1L_ clDOOR O?ENING

TYP.MASONRY PLAN

~

~ SEC. &. LINTEL REINF.,/~ AS PER DETAIL

h I 8#E150 C/C

t r 3-8#..., tHnL/:';;;:lA~~ , 'll, ..'...' .. )=71=50,'_ ~ : •• 1..) ~ •• , I. 1

i ~S I

----1 6GO ----1! .! I ._L_j\ Ir-L";s PE:;;

VALL

SE::CTION ANDRE:::NF.AS PER!::ETAIL

[_, --

Ch ·, ~Ie Engineer ((iv",R.R.V.P.N.L., JAW_

SEC.-B-B SEC.-C-C J

DESIGN STATEMENT OF U)\TELS(1) RESlDENTL\L BUllDI)\GS

SHEET-1I2

lOG:lON S.NO SPAN DESIGl\"ED RAEINFORCEMENT I SHEAR RE:'rW{K5WllEXISTING CLEAR EFFECTIVE DEPTH BOTTOM I TOP I STffiRUPSDElLS (C1\I)For'ib 1. 11.80 M 1.10M 120 Crn. llOmm.# 5 Nos. 18 mm# 2 Nos. I ~O~m:!c'c (2 L)

Arch.action not possible for allb=31l' span upto 1.05M.(A) 2. I 1.50 M 1.80M I 15 Cm. 10 mm.s 5 Nos. 18 rnm # 2 Nos ! -do-o..iniprovided 3. I 1.20 M I 1.50 M I IS Cm I 10 mrn.s 3 Nos. 18 mm # 2 Nos I -do-\\ilhlclujja.) ~. I 1.05 M I US M 115Cm I 10 rnrn.s 3 Nos. I 8.mm;: 2 Nos I -do- I

5. 10.90M I UOM I \3 em. I 10 mm.s 3 Nos 18 mm 1# 2 Nos -do- I :'I.fin.:lS rcr ring beam I6. IO.60M 10.901\-1 I 13 em. I 10 mm.s 3 Nos IS mm # 2 Nos i -iio- I Min.as ter rina beam7. \ RING BEAM \15 ern. I 10 rnm.s 3 Nos 18 mm # 2 Nos I -.:10- I For all locations.

I 0

I LO(l"lON I S.NO I SPAN DESIGNED RAEINFO RCEMENT i SHEAR I REMARKSWnEXlSTlNG \ CLEAR \ EFFECTIVE DEPTH BOTfOM I TOP I STIRRUPS\ DE.lLS (CI\1)

,I Ir'~ 1. \ LSO.M \ 2.IOM \ 20 Cm. I 10 rnm.s 3 Nos. I 8 mm ;: 2 Nas..--t 8 rnrns q I Arch.action not possible for all

b=31 I 300 nun. C'C (ll) span upto 1.05 M.(B) 2. I 1.50 M I l.80 M I 15 Cm. I 10 mrn.s 5 Nos. 18 mm # 2 Nos i ~o- Io..intprO\;ded 3. I 1.20 M I 1.50 !vi I \5 Cm I 10 mm ..: 4 Nos. 18 mm # 2 Nos I -.10- Iwitliajja.) 4. \ l.OS M \ 1.35 ~t 115 Cm I 10 rnrn.s 3 Nos. 18 nun # 2 Nos ,

-do- I !! ! ."I i\ 3. I I) ')1) :VI I 1.20 '\t I 15 ern. I 10 mrn.s 3 Nos ! 8 rnm s 2 Nos :~ ! \fjn.~is :~: !in!! beam i

6. i 0.60M , 0.90:-'1 I IS em. I 10 rnm.s 3 Nos i 8 rnrns 2 Nos ! :0- I .\fin.a.5 oer nne beam I7. IRING BEAM I 15 em.

\10 rnm.s 3 Nos 18 mm s 2 Nos . S mm # -g ':00 mrn, C/C I For all Iocaticns. I

I I (2U I

!tCIDetails of Chajja» Width = 600 mm.. thickness at support = 75 mmthickness at free end = 50 mm.

Main reinforcement ::I mrn # QO lSOmm C/C(foo)with development length em~dded in lintel, .Temp and shrinl::1g>::rci!1forcement Smrn #(3 :-':os.)

Chief En;eI~vif}~.R.V.P.N.L,JA'PUfl

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LOCATION S.NO SPAN DESIGNED RAEINFORCE:\r£NT _J SHEAR RDIARKSWITH r.XISTI:-\G I CLEAR EFFECTIVE DEPTH (CM) BOTTOM TOP I STIRRUPSIDETAILSI\1,:\) 1. 2AOM 2.70M 25 Cm. 10 ml1l.# 5 Nos. S mm #- 2 Nos I Smm # '!!! JOOnull C/C (2L) I Framed snucturetdetalls same forIHall portion

I lintels with Chaija or without chaiia)j:rJOOmm(Dctails 2. l.SOM 2.10~1 20 Cm, 10 mm.# 3 Nos. I ~ rnrn ~ 2 Nos I -do- -do-fur both condition J. l.1UM 1.50~I 15Cm 10 mm.# 3 Nos. I ~ mrn e 2 Nos I -Jo- -do-:with chajja &.with -t. I RINGBEMI 115Cm 10 mm.# 3 Nos. I ~ rurn » 2 Nos I -do- -':0-JUI chnija.)I ,

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\I. \ 2.-tOM 2.70M 125 Cm. 10 mm.# 5 Nos. I ::I IIUIl ;;. 2 Nos I xnun » a: ]()(11ll1l1 CiC (lLI Framed 5lrUcturc(dclmls same {orAdmmislr.l.ti\"c I

IimeJs wllh Clwiia or nlLiOUI cluiiin)ilock. I 2. I LSI) M 2.10 :-'1 I 20 Cm .. 10 mill.!;!3 Nos. : 8 111m = 2 Nos i -do- -co- I':1"= 3!.1) mill i 3. I I.SUM 1.80 :\1 I 15Cm 10111111.# 3 Nos. j S nun :::~ ~os I -do- -:'.).. \\lDctails for bulh t ~. I 1.21) !l.l 1.50 }Ol I 15 Cm 10 II1l1l.1i 3 Nos. ~ nun = 2 Nos I -do- -do- \~condition wilh chajja I 5. I RING BEAM I 15 Cm 10 llUIl.# 3 Nos. ~ mm e 2 Nos i -do- -co- IJnJ without ch:I.i.i.:.1) .

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DESIGN ST.-\TE:'\n:~..,. OJ,' l.I:-1TEl.S(2) CO:-lTROL HOOi\l BllILDli'iGCFRAi\lED)

R.C.C. Details of Chajjai-Width = 600 mrn .. thickness at support = 75 mmthickness 31 free end = 50 nun.

Main reinfcrcemcm 8 ITlI11 # 1l\ 150rrun C!C(Top)with dcn:lopmcnt length embedded in lintel.rcmp and slll;lIkagc reinforccmen 81111n#(3Nos. )