model school designs for construction in various …gbpihedenvis.nic.in/pdfs/disaster...

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MODELSCHOOLDESIGNS

FOR

CONSTRUCTIONINVARIOUSSEISMICZONESOFINDIA--- -

Prepared Under

Go I - UNDP DISASTER RISK MANAGEMENT PROGRAMME

,"t

NEW DELHI

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SEISMIC SAFETY OF SCHOOL BillLDINGS

Amongst all the public facilities children in schools are the most vulnerable during an earthquake disaster. A large number of schools managed by the

education departments of the States as well as by private organizations operate in various urban and rural centers. Experience shows that rarely the school

buildings are designed to be resistant to earthquake impacts. In the earthquake of 26thJanuary, 2001"in Gujarat, more than 20000 school rooms were

destroyed or severally damaged showing the inherent seismic weakness of the school buildings. Thousands of children perished due to collapse of the schools

in this earthquake. In the recent earthquake which occurred in Jammu & Kashmir in 2005, more than 200 students & teachers lost their lives in the collapse ofonly one school building.

School buildings, wherever found safe either in earthquake, cyclone or flood disaster, are used for accommodating the homeless persons as temporary

shelters. After the Kobe earthquake in Japan, the Ministry of Construction adopted a policy of upgrading all the school buildings to be used as shelters byretrofitting the unsafe buildings and upgrading their kitchen and drinking water facilities for that purpose.

: '

We, in the Ministry of Home Affairs, had an opportunity of reviewing the primary school building designs of the Uttar Pradesh Government.None of

the drawings indicated the provision of any earthquake resisting features. On our recommendations and details furnished, the UP Government has now

modified all the school designs incorporating the seismic resisting features and upgrading the cost estimates so that all new buildings in the State in seismicZones N & ill will have the earthquake safety built in the first instance.

Using the school plans of UP as the base, we have now prepared school building plans of one room, two rooms and four rooms in which further

improvements have been incorporated such as two doors in every room and provision of toilets. Further more, we have incorporated the standard planning

norms recommended in the National Building Code, 2005. It is hoped that these building plans along with all structural details, if adopted in all States & UT's

in the various seismic zones will be a big forward step in creating a culture of prevention in the society, since, the primary schools, which are the closest to the

community, may also be used as Technology Demonstration Units for the community which they can simulate in the construction of their own"housing units.

The details of earthquake resisting elements furnished in these sample drawings can also be incorporated in other school plans which may have beendeveloped by the States in their school building programmes.

September 14th, 2006

National Seismic Advisor

GoI - UNDP, DRM Programme

SOME PLANNING NORMS FOR SCHOOL BUILDINGS

,r

1. Room sizes to be in accordance with the State norms for school buildings

2. Height of the rooms should not be less 3.6 m for all regions in urban areas (NBC 2005, part - 3, pg.31) and minimum 3 m in rural areas.

3. Safetyconsideration:-Every class room to have 2 doors opening outside in a verandah or courtyard for easy exit.

4. For large two to three storey school buildings, there should be ~nimum two staircases with a width of 1.5 m opening into a large covered or openspace.

5. Toilets need to be provided as per the National Building Code specification given below:-For urban areas:-

· Minimum floor area of water closet should be 1.1 Sq.m. with a minimum width of 0.9 m (NBC 2005, part- 3, pg.31).

· Minimum floor area of bath should be 1.8 Sq.m. with a minimum width of 1.2m (NBC 2005, part - 3, pg.31).

· Every bath of water closet shall have window or ventilator, opening to a shaft or open space, of area not less than 0.3 Sq.m. with side not less

than 0.3 m (NBC 2005, part - 3, pg.31).

· The height of a bathroom or water closet measured from the surface of the floor to the lowest point in the ceiling (bottom of slab) shall not be

less than 2.1 m (NBC 2005, part - 3, pg.31).

For low income rural areas:-

· Minimum floor area of water closet should be 0.9 Sq.m. with a minimum width of 0.9 m (NBC 2005, part - 3, pg.58).

· Minimum floor area of bath should be 1.2 Sq.m. with a minimum width of 1.0m (NBC 2005, part - 3, pg.58).

No. oftoilet fIxtures required in school buildings

S.No. Fixtures Boys Girls

a) Water-closet 1per 40 pupils or part thereof 1per 25 pupils or part thereof

b) Urinals 1per 20 pupils or part thereof

c) Drinking water Fountain or taps 1per 50 pupils or part thereof 1 per 50 pupils or part thereof

6. Preferably rain water harvesting may be included in large school buildings.

7. The buildings to be designed for earth uake, c clonic wind resistance a licable as

8. Plinth level of the school buildings to be kept atleast 15 cm above the known highest flood level, minimum 45 cm above the ground level.

9. In storm surge prone coastal areas either the whole school or the roof of the school made accessible through stairs should be kept higher than the

estimated maximum flood inundation due to cyclonic rains/storm surges.

"

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I I I I I I I V82

III BOARD -2100 III I I I I II I I-

I I I "I I I I4 00

I 5000 KITCHE XII

CLASS ipOM-1 'tI I

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: J iVERANDAH "0 I LVL.+ 450 MM l LINTELBANDPLAN I30o-J I J

PLINTH BAND PLANI I lEI

INZONEVBUILDINGSADDADDITIONALSEISMICBANDAT SILLLEVEL

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§I Ji.... ...... i:lp r.- __...J UGROUND FLOOR PLAN VI LVL. +,- 0.0

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SECTION -YV'

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I 530

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I , , ,lKITCH':" :50I

2rO

322I '--1500-'

! . ! !&I ! r !9 CLASS ROOM

1-4570-9 9 9In iiJl In In IL.\J""

SECTION -XX' SIDE ELEVATIONTERRACE PLAN IYI

ONE ROOM SCHOOLSCHEDULE OF OPENINGS GENERAL NOTE PREPARED & CHECKED BY:-'" D 1050 X 2100 DOUBLE LEAF ALL DIMENSIONS ARE IN MIWMETRES.

ANKUSH AGARNN..BUILDING 2. D1 750 X 2100 SINGLE LEAF T8Chnlc8l OfI\cw, QoI.UNOP

IMPORTANT FEATURES:-DIHII8r RlIk M8"Iagemenl ProgI'M'lTl83. W1 1500 X 1200 DOUBLE LEAFFOR SEISMIC ZONE III FOR SEISMIC ZONE IV & V

'" V 600 X 600 LOWERS ,. EVERYSCHOOL ROOM SHOULD HAVE 2 ENTRYIEXfTS.APPROVED BY:-SHEET TITLE DWG. NO.-DRMlSC1/1V-VI1

2. ALL THE aASS ROOM DOORS SHOULD OPEN OUTSIDE AND SHOULD NOT CREATEVB1 = 1 BAR OF 10 MM DIA VBI = 1 BAR OF 12 MM CIA. ."AN OBSTRUCTION IN THE MOVEMENT IN FRONT CORRIDOR OR ANAND S. AAYAVB2 = 2 TOR 8 MM DIA"ABRS VB2 = 2 TOR 10 MM DIA. BARS GROUND FLOOR PLAN DATE:- 17TH JULY, 2006

""3. PUNTH SHOULD BE KEPT HIGHER THAN HIGH FLOOD LEVEL AT THE SITE. N8IIon81 Selamic Mvitot, GoWNOP7.

DI..\8r Rl8k M8'legement PI'ogrerrwTW

I2TOR'2

(PlACED INca<TRE)

(FORZONEIV&V) _2 TOR10

(FOR20NE III)

o eQ150CJC

PUNTH BAND (PS')

2 TOR 12 (FOR 20NE IV & V)

2 TOR 10 (FOR ZONE III)

C.C.COPING (1:24)

o OCI5OCJC

PUNTH BAND (PS1)

2 TDR 12 (FOR ZONE IV & V)

ZTOR 10 (FOR ZONE III)

7~

I

~~ ~I-

~ A2 TOR 10 (EXT.) (FOR ZONE III)

ZTOR 12 (EXT.) (FOR 20NE IV & V)

DOORI JIWINDOW~OPENINGg

4~LlNTELIIAND SEC.C-C ~

(FOR2301200THKWAlL) 75 ~2TDRO H .

::\ ]

~A LINTEL BAND

REINF.

1

""2C

TYP. LINTEL BAND ELEVATIONAL SECTION

L BRICKWAlL I:.LlNTEL LVL.

o OCI5OCJCSTPS.

r DWARF WALL FOOTING

SECTION 2-2

I"~

'7"'Q>':~b ..\=II .. ... . .C1:4.8SECTION 1-1 ~t'"COMPACTED

1 3 31

22

3 DIMENSIONALVIEW OF THE L &

T -TYPE WALL JUNCTION

iJ ~o lAM O.5OCJC

R.C.C.BAND -4DETAIL OF BAND AT A

rI~ I 11 I I I ~ VERnCALBAR

I--

~ 2TDR 12 (FOR ZONE IV & V)

2 TOR.O (FOR ZONE III)

01.11.10150CJC

~ ~ --....DETAIL OF BAND AT C-, I 1..1 1

'

\ VERnCAL BAR

MMCI50CJC 'fI;: 2 TOR 12 (FOR ZONE IV & V)

2 TOR 10 (FOR ZONE III)ONE ROOM SCHOOL

BUILDING

R.C.C. BAND JJVLDETAIL OF BAND AT B

SHEET TITLE DWG. NO.-DRMlSCI/IVNI2

DATE:- 17TH JULY, 2006DETAILS

1300

DOOR..-- S ECTI ON X-X ELEVATIONAL SECTION OF OPENING..t...

REINFORCING DETAILS AT JAMBS"

DETAIL OF BAND AT ENDS (C)

1 - LONGITUDINAL REINFORCEMENTS

2 BARS 10 MM DIA FOR ZONE III

2 BARS OF 12 MM DIA. FOR ZONE IV & V2 - LATERAL TIES

6 MM DIA. AT 150 MM CIC

3 - VERTICAL REINFORCEMENTS AT CORNERS

UNc tlAH UF 10 MM DIA.INZONE III -

ONE BAR OF 12 MM DIA.IN ZONE IV & V

3 ;',,',

~

~".. 'U4

1-'

~lLLLLL LL

~ '~--If---'"

112 112 112 112 ". 112

a&b1

%%%3

(a) (b)Alternate course. in one brick wallOne brick lengthHalf brick lengthQuarterof a brick lengthThree quartere of. brick lengthVertiCIl reinforcementbers with Concrete/ monar filling Inpocket of 1.120grede (1:1%:3 nominal mix)

TYPICAL DETAIL OF PROVIDING VERTICAL STEEL

GENERAL NOTES

BAR IN BRICK MASONRY

ALLDIMENSIONSARE INMI.UETRES.

PLASTER OR OTHER DECORATIVE FINISHES) AS FOLLOWS

.) BEAM. 25 MM. b) SLAB. 20 MM

4. LAPIDEVELOPMENT LENG1>i (UI) FOR N

REINFORCEMENT BARS SHALl. Be AS FOI.l.OWS:

.) FOR CONCRETE MIX M. 20 .so 0 ([)IDlA. OF BAR)

5. RC.C JAMBS TO 8E CASTED WITH TOOTHING IN WALLS

8. C.C BLOCKS UseD FOR MASONRY TO HAVE MINIMUM 28

DAYS COMPRESSIVE STRENGTH OF 50--'7. BRICKS TO HAVE MIN. CRUSHING STRENGTH OF 5Okg/1Iq.anl

CONC.M1XMlO ~ LTpuNTHBAND

~1CORNERREINF.(C.R) 112

".

1 TOR10 (FORZONEIII) : '

~I~ GTORI2(FOR20NEIV&;1~ I "':

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'.-'''~~I

j

1l2

112

112

DETAIL -C DETAIL-A :VIEWFORVERTICALBAR(C.R.)INBLOCKWORK (ISOMETRICV1EW) .L ~ .L

1 1 112112

R.C.C NOTES'-1.ONLYWRITTEN DtMENSIONS ARE TO BE FOLJ..ONED

NEITHER THE BARS SHALl. Be COUNTED NOR THE

DIMENSIONS SCALED FROM THE DRAWING

2. CEMENT CONCRETE YX SHALL BE M-2O UNLESS NOTED

3. REINFORCEMENT SHALL CONFORM TO 1.8:17M. LATEST

& SHALL ve ClEAR CONCRETE COVER (EXCLUSIVE OF

PREPARED & CHECKED BY:-

ANKUSH AGARWAl.

TecM1c81 0III0Ir. Qot.UNOP

OIuIw Alik Mlnagemenl ProgrwnmI

APPROVED BY:-

DR.. ANAND 8. NfVA

Ndon8I 8et8mIc "".,... GoI-UNDP

DIHoIo<RI"___

f9t

IIBAND

x xt... .A

r

I '8 MMOIA.BARS@150MMCIC

L ,U____________

SLAB REINFORCEMENT DETAIL PLAN

I 230 I

Up) ENLARGED DETAIL AT E

230 M'.4 11«. BRICK WALL

oIt)....

8 MM CIA. BARS@ 150 MM CIC (BENT UP)

8 MM DtA. BARS C 150 MM CIC

8 MM CIA. BARS @ 230 MM CIC (TOP)

ENLARGED DETAIL OF BEAM (D)

8 MM CIA. BARS (ill 230 MM CIC (BOTTOM)

PART LONGITUDINAL SECTION OF SLAB

REINFORCEMENT DETAILS

ONE ROOM SCHOOLBUILDING

GENERAL NOTES

AU. DIMENSIONSARE .. MII..LNETRE8.

R C.C. NOTES'-

,. ONLYWRm'EN DIMENSIONS ARE TO BE FOI.LC7NED

NEITHER THE BARS SHALL BE COUNTED NOR THE


2.CEMENTCONCRETEMIXSHALLBEM-2OUNLESS NOTED

3. REINfORCEMENT SHALL CONFORM TO 1.8:1786 -lATEST

&SHAll. HAVE CLEAR CONCRETE COVER{EXClUSIVEOF

SHEET TITLE

DETAILS

DWG. NO.-DRMlSC2l1V-VI3

DATE:- 17THJULY, 2006

8 MM CIA. BARS @ 230 MM CIC (BOTTOM)

8 MM DlA. BAAS G 230 MM CIC (TOP)

8 MM CIA. BARS@ 150 MM CIC (BENT UP)

~+-~it-

I

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-+-+..-:III+I

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8 MM CIA. BARS (ill 150 MM CICI--L.._I

~r<:>

I"":;

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-t--ti-~

ENLARGED PLAN AT DETAIL F

ENLARGED PLAN AT DETAIL G

Ftt.ASTEROR OTHER DECORATIVE FINISHES) AS fOLLOWS

.) BEAM.25 MM, b) SLAB. 20 MM

4. LAPIDEVELOPMENT LENGTH (Ld) FOR MAIN

REINFORCEMENT BARS SHALL BE AS FOlLCM'S:

.) FOR CONCRETE MIX M. 20.50 D (D-CXA. OF BAR)

5. R.C.C JAMBS TO BE CASTED WITH TaoTHINQ IN WALLS

15. C.C BLOCKS USED FOR MASONRY TO HAVE MINIMUM 28

DAYS COMPRESSIVE STRENGTH OF SO kg/8q.cm.

7. BRICKS TO HAVE MIN. CRUSHING STRENGTH OF !Ok~.an


ANKUSH AGARNAJ..

Technical ornc.. GoI-UNOP

018 R1Ik M8"Iegement ProgrammI

APPROVED BY:..

DR. ANAND S. ARYA

Netlon81 s.ttmlc AcMu'. Go!-UNDP

D RlIk MtnagementProgramme

---

- - +--

I

ROOF PLANTWO ROOM SCHOOL

BUILDING

SCHEDULE OF OPENINGS GENERAL NOTE

ALL DIMENSIONS ARE IN MIWMETRES.


SHEET TITLE DWG. NO.-DRMlSC2l1V-VI2

1. D 10!50X2100 DOUBLEl£AF

2. D1 1050 X 2100 SINGLE LEAF

3. D2 9OOX2100 SINGLELEAF

... D3 750 X 2100 SINGLE L£AF

Wi 1$)OX1200 OOUBLELEAF

V 600 X 600 LOWERS

IMPORTANT FEATURES:-

,. EVERY SCHOOL ROOM SHOULD HAVE 2 ENTRYIEXfTS.

2. ALL THE CLASS ROOM DOORS SHOULD OPEN OUTSIDE AND SHOULD NOT CREATE

AN OBSTRUCTION IN THE MOVEMENT IN FRONT CORRIDOR

3. PUNTH SHOULD BE KEPT HIGHER THAN HIGH FLOOO LEVEL AT THE SITE.

ANKUSH AGARNAJ..

Technical 0II\cer. Gof.UNOP

0 Rlik MInIlQ8ll18nI Progr8m1T18

APPROVED BY:-

ELEV/SECIROOFPLAN IIDATE:-11TH JULY, 2006DR. ANAND S. AAYA

N.tIoneI Selamlc AIMeor. GoI-UNOP

DI8an8r Riel( Mertegemenl Progrwrme

EI] EI] 3t50 3OO I BLACKBOARD

9

SECTION - XX' --

4

SECTION .YV'

EJ] IIDID DtDm3 lJ DODD DD

DDDD

FRONT ELEV A TIO

4

I

r r f r r I II II

99 en

I

en

EJ]'i- - - I 3503Z82

dSIDE ELEVATION

I

U ! ! U !. U !

I

750

!f0

SECTION 1-1

1 3 31

22

3 DIMENSIONAL VIEW OF THE L &


~,I I I

r-'..

2TOR12(pLACED IN CENTRE)

(FOR ZONE IV & V)

2 TOR10(FORZONEIII)

~~.~"..

fj'

~r71~

~I ~

'?;i">-'

:';J;:?

-'_;.;:;,c p~'.~<...~:

:,;',}"'"

~A2 TOR 10 (EXT.) (FOR ZONE III)

2 TOR 12 (EXT.) (FOR lONE IV & V)

~LlNTELBANO

REINF

. . cLINTELLVLb OC'OOCICSTPS.

~SEC.C-C

(FOR2301200THKWAll) 7S ~

2TOR8 --, H i

btEJ]L- WlNOON

SECTION X-X

L BRICKWALL

-= LINTEL BAND

o O@100C1C

PLINTH BAND (PS1)

HOR 12 (FOR ZONE IV & V)

2 TOR '0 (FOR lONE III)

C.C.COPING (1:2:4)

o 8C'00CICPLINTH BAND (PS1)

2 TOR 12 (FOR ZONE IV & V)

2 TOR 10 (FOR lONE III)

DWARF WALL FOOTING

C 1:4:8 S E C T ION 2 -2WELLCO~ACTEOSO<L

DOOFII ~WINDOW~OPENING g

7TYP. LINTEL BAND ELEVATIONAL SECTION

I

- ~ r~J11DOOR r-- ~r.

"

CONe.MixM20 l122J LpLlNTH BAND

CORNER REINF.(C.R)

1 TOR 10 (FOR ZONe III)


\ VERTICAL

\ II--e MM@15OC1C....

DETAIL- C DETAIL- AVIEW FOR VERTICAL BAR (C.R.) IN BLOCK WORK (ISOMETRIC VIEW)

DETAIL OF BANDAT ENDS (C)

RC.C. BAND

1DETAIL OF BAND AT A

~ ti tlttti ~~VERT1CALBARIt'

C1SOC1C~2 TOR 12 (FOR ZONE IV & V)

HOR '0 (FOR lONE III)

RC.C. BAND ~DETAIL OF BAND AT B

f\..

~III \

2 TOR 12 (FOR lONE IV & V)

2 TOR '0 (FOR lONE III)

0 C100C1C

~DETAIL OF BAND AT C

TWO ROOM SCHOOLBUILDING

SHEET TITLE

DETAILS

DWG. 'NO.-DRMlSC2lIV-VI3

DATE:- 17TH JULY. 2006

1 - LONGITUDINAL REINFORCEMENTS



6 MM DIA AT 150 MM CIC


: 01- 1U MM UIA-IN LONE III

ONE BAR OF 12 MM DIAIN ZONE IV & V

GENERAL NOTES

ALLDIMENSIONSARE INMLLNETRES.

R C.C NOTES',

1. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

NBTHER THE BARS SHAll BE COUNTED NOR THE


2. CEMENT CONCRETE MIX SHALL BE ~20 UNLESS NOTED

3. REINFORCEMENT SHALL CONFORM TO 1.8:1786. LATEST

& SHALL HAVE CLEAR CONCRETE ODVER (EXCLUSIVE OF

[f:~r

ELEVATIONAL SECTION OF OPENING

REINFORCING DETAILS AT JAMBS

8 ~J~

~ ~.~

L 112L L L L., .,-~~1 '1 112112

~l~LLLL LL

114112114

112 112 112 112 ~ 112

a&b1Y,'h%3

(a)Altemate courses in one brickwallOne brick lengthHalf brick leng1hQuarter Dfa brick lengthThree quarters of a brick lengthVertical reinforcementbarswith Concretel morter filling inpocket of M20 grade (1:1Ya:3nominalmix)

(b)

TYPICAL DETAIL OF PROVIDING VERTICAL STEEL


PlASTER OR OTHER DECORATIVE FINISHES} AS FOI.LOYt'S.,

a) BEAM .25 MId, b) SLAB. 20 MM

.c. LAPJOEVELOPMENT LENGTH (IA) FOR MAIN

REINFORCEMENT BARS SHALL BE AS Fou.cwS:

a) FOR CONCRETE MIX M. 20 .50 D (~DIA. OF BAR)

5. R.C.C JAMBS TO BE CASTED WITH TOOTHING IN WALlS

6. C.C BLOCKS USED FOR MA.SQNRY TO HAVE MINIMUM 28

DAYS COMPRESSIVE STRENGTH OF 50 kg/8q.cm.

7. BRICKS TO HAVE MIN. CRUSHING STRENGTH OF SOkgl8q.cm


ANKUSH A.<JAR/IAL

T8Chn1cII omc., GoWNDPOIMI.,. RlIk M.,agemen( Progrernme

APPROVED BY:-

DR. ANAND S. NffA

Netlon. S81amlc AdvI8or, GoI-UNDP

018..,. RlIk M.,egemant Progrwnme

f9t

118=1

x xI>- -"

I

II~M ~S ell230MMCJC(BENTU!L- -J I~M4

SLAB REINFORCEMENT DETAIL PLAN

I 230 IENLARGED DETAIL OF BEAM (D)



TWO ROOM SCHOOLBUILDING

DWG. NO.-DRMlSC2l1V-VI4SHEET TITLE

DETAILS DATE:- 17THJULY, 2006

8 MM CIA. BARS Gl2'O MM CJC (BOTTOM)

8 M'" CIA. BARS C 230 t&4 C/C (TOP)

8 MM CIA. BARS Gl150 MM CJC (BENT UP)

8 MM CIA. BARS Gl150 MM CJC

ENLARGEDDETAIL AT E

ENLARGED PLAN AT DETAIL F

230 MM THK. BRICK WALL

oLO....

8 MM CIA. BARS GI '50 MM CIC (BENT UP)

8 MY OIA. BARS@ 150 MtotC/C

8 MM CIA. BARS@230MMCJC(TOP)

8 MM CIA. BARS@ 230 MM CJC (BOTTOM)


GENERAL NOTES PLASTER OR OTHER DECORATIVE FINISHES) AS FOLLOWS:I

.) SEAM. 25 MM, b) SLAB. 20 MM

... LAPJDEVELOPMENT LENGTH (Ld) FOR MAIN

REINFORCEMENT BARS SHALL BE AS FOLt.aNS:

.) FOR CONCRETE MIX M. 20. !SO 0 (D-DA. OF BAR)

5. R.C.C JAMBS TO BE CASTED WITH TOOTHINQ IN WALLS

6. c.e BLOCKS USED FOR MASONRY TO HAVE MfNlMUM 28

DAVS COMPRESSIVE STRENGTH OF 50 kg/Iq.cm.

1. BRICKS TO HAVE MIN. CRUSHING STRENGTH OF ~cm

PREPARED & CHECKED BY:-ALL DIMENSIONSARE 1\1MLLNETRES.

R.C C NOTES.-

1-.ONLY WRITTEN DIMENSIONS ARE TO BE FOLlOWED

NEITHER THE BARS SHALl BE COUNTED NOR THE

DtMENSlONS SCALED FROM THE DRAWING

2. CEMENT CONCRETE MIX SHALL BE ~20 UNLESS-NOTED

3. REINFORCEMENT SHALl CONFORM TO 1.$:1786 -LATEST

& SHALLHAVE CLEAR CONCRETE COVER (EXClUsrveOF

ANKUSH AGARWAL.

Technical omo.r. GoI-UNDP

Di8eI AI. "'8UlglmWlf Progrernml

APPROVEDBY:-

DR.ANANDS.ARYA

Nation. Setamtc AdvIIor, OoI-UNDP

018 Alik Menag«nenl Progrernml

'I'

I

--- ~~ --L--I

I

x

~

,I

XI:___J~_~ :~

,0________

------IT-41.,0,0 I

tCLASSRot i -,

HEAD

30:,0,0 MASTER

ROOM

3,0

@

l. j;--YO'

......------IYO'

CLASS ROOM -1 CLASSROOM-2

---11----BLACK BOARD 1T

II

---

50:,0,0II

1b...

CLASS RobL -2

IICLASS Rob~ -4

II

CLASS RobL -3

STOilGE SPACE

1....

-$- LVL. + 450 MM

~11----

PLANTER

L ~p I I Op I -$- LVL.+,-0.021,o~ L 21,o~

GROUND FLOOR PLAN _!:~_~_:~~_~~_@_~jJL3,oO451

Y01YO, YO' YO, YO' IN ZONE V BUILDINGS ADD ADDITIONAL SEISMIC BAND AT SIU. LEVEL Y01

FOUR ROOM SCHOOLBUILDING

SCHEDULE OF OPENINGS

,. 0 1050X2100 DOUBLELEAF

2. D1 1050X2100 SINGLE LEAF

3. D2 900 X 2100 SINGLE LEAF

D3 750 X2100 SINGLE LEAF

W1 1500X 1200 DOUBLE LEAF

V 600X eoo lOWERS

~~~E~==~==~~ANOSHOUt.ONOTCREATEI

APPROVED BY:-

ANOBSTRUCTIONINTHEMOVEMENTINFRONTCORRIDOR DRANANDS.AAYA3.PLINTHSHOUlDBEKEPTHGHERTHANHIGHFLOODlEVELATTHESITE. NationalSelamlcAcM8or.GoI-UNDP

OIl RlIk M~t Progremme

FOR SEISMIC ZONE III

VBI = 1 BAR OF 10MMDIA.

VB2 = 2 TOR 8 MM DIA. ABRS

FOR SEISMIC ZONE IV & V

VBI = 1 BAR OF 12 MM DIA.

VB2 = 2 TOR 10 MM DIA. BARS

GENERAL-NOTE

All DIMENSIONS ARE IN MIWMETRES.


ANKUSH AGARWAL.

Technical Oft\c8r. Gof-UNOP

DI8..., RlIk MlNgemenl Progr.mrntIMPORTANT FEATURES:-

SHEET TITLE DWG.NO.-DRMlSC4I1V-V/1

GROUND FLOOR PLANIIDATE:- 17THJULY, 2006

YO' Y01 YO'

IYO, IYO'YO, _ _ _ 1_ _ _ _1_ _ _ -j- _ _I II I I I I I I II I I I I I I I1 I I 1 CLASSROOM-1 I

CLASSROOM-2I I 1I I I I I I I II I

YO, I I I I I yod

f'-_ YO'_ _ YOI _ _ YO, _ _ I IYOI_ _ YO, _ _ Y01 _ _ YO, _

IYOI.

YO,I IYO,YOI

_ Y01 YOI Y01 YO' YO, YO' _ _I

_ YO, YOI YO, YO' _-I I beamincontinuationwithbandI I I -.....- -- ...PLINTH BAND . ....--.I I _ _--- =:=iI

YO, YO'

I

wJ

JD] D] D] D] D] D] D]SECTION - XX'

.10

1

0 D

I

D

DO DO

D

I

D DID

DO Dto

SIDE ELEVATION FOUR ROOM SCHOOLBUILDING

SCHEDULE OF OPENINGS

SHEET TITLE II DWG. NO.-DRMlSC4IIV-V/2

ELEV/SECIROOFPlAN IIDATE:- 17THJULY, 2006

D 1050X2100 OOUBlElEAF

D1 10!50X2100 SINGLE LEAF

D2 900 X 2100 SINGLE LEAF

D3 7!SOX2100 SINOLELEAF

Wi 1500 X 1200 DOUBLE lEAF

V 600 X 800 LOWERS

GENERAL NOTE

ALL DfMENSIONS ARE IN MIWMETRE8.


ANl<USH /llJ/lPiN1>L

T_ 0III00r.00I-UNCPIMPORTANTFEATURES:. Dio.w_M.._t~

::~~:===~:~==~ANDSHOlJU)NOTCR£ATEAPPROVEDBY:-AN0BSTRUCTt0NINTHEMOVEMENTINFRONTCORRIDOR DR.ANANDS.Nf'fA

3.PLINTHSHOULDBEKEPTHOHERTHANHOHFlOOOLEVELATTHESITE. _II _ _. GoI-UNCPDIuI", Alik M8I\IIg8fMn1Progr8rM'18

FRONT ELEVATIONf, II

.Y'

I I

JTl · nJ D] "" I .

r I Ir

I I - 2100 ,_,

w I 9II)

3 00 BLACKBOARD3.50

ISECTION.YV' I

!!

---.J

!!

I '2J50

I ! I !:00

I37,00 I I31.50 I

I2 TOR12

(PlACED INCENTRE)(FORZONEIVa V)

2 TOR10(fORZONEIII)

~ A2 TOR 10 (EXT.) (FOR 20NE III)

2 TOR 12 (EXT.) (FDRZONE IV a V)

LINTEL BAND

REINF.

. cUNTELLVLo 8C1SOC1CSTPS.

J-Ld.SEC. C-C

(FOR2301200THKWALL) 7S ~

2TOR8 N .

]S ECTI 0 N X-X ELEVATIONAL SECTION OF OPENINf~

o 8C15OC1C

PUNTH BAND (pst)



C.C.COPING (1:2:4)

o 8C1SOC1C

PUNTH BAND (PSt)

2 TOR 12(FOR2ONE IV & V)


MASON"'"

IN C.M.1:S

P.C.C. (1:4:8).DWARF WALL FOOTING

.C t:4:8 S ECT ION 2-2WELL COMPACTED

SOIL

w...

~ ~I-DOOR! l!IWINDOW I:!

OI'ENING g F7r1

"LfcTYP. LINTEL BAND ELEVATIONALSECTION

BRICK WALL

700

LINTEL BAND

SECTION 1-1

1 a 3CONC.MixM20 l...mJ TpUNTH BAND

LCDRNER REINF.(CR)1~'~

21;;,. 1

1 TORto (FOR ZONE III)

1 TOR 12 (FOR ZONE IV a V)?;.,

.' .~~.~

~,e.

.' ~.3 DIMENSIONAL VIEW OF THE L &


...:~.'

~.lDETAIL - C DETAIL- A

VIEW FOR VERTICAL BAR (C.R.) IN BLOCK WORK OSOMETRICV1EW)

DETAIL OF BAND AT ENDS (C)

1-,.--." TlfTll ~

~ERT1CAL SA!(

\ lI-eMM01!5OC1C...

RC.~

VERTICAL BAR

1 TOR 12 (FOR ZONE IV a V)

2TORt2(FORZONEIV&V) 1TOR10(FORZONEIII) lei-SOd I

ZTORto (FORZDNEIII) \. 1 - LONGITUDINAL REINFORCEMENTS



6 MM DIA. AT 150 MM ClC


ONE BAR OF 10 MM DIAIN ZONE III

ONE BAR OF 12 MM DIAIN ZONE IV & V

1\ TTrl'VDETAILOFBANDAT A

~2 TOR 12 (FOR ZONE IV & V)


~ TIII1


2 TOR 1 0 (FOR ZONE III)FOUR ROOM SCHOOL

BUILDING

GENERALNO'reSALLDlMEN8ION1ARE1jI~.

R.C C NOTES'.t. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED



2. CEMENT CONCRETE a.IX SHALL BE M-2O UNLESS NOTED

3. REINFORCEMENT SHALl CONFORM TO 1.8:1788. LATEST

& SHALL HAVE CLEAR CONCRETE COVER (EXCLUSIVE OF

IT1\VERnCALBAR1~

MMCtSOCIC it:

JtVLDETAIL OF BAND AT B

R.C.C. BAND

DWG. NO.-DRM/SC4IIVNI3SHEET TITLE

DETAILS DATE:. 17THJULY. 2006

f9t

1 1

BAND

I//~/ 77

WINDOW

//

~

x.JJ

REINFORCING DETAILS AT JAMBS

R~~~

\~~

:~34

L 112L L L L,, '" -- - " - --,,---OJ

1 1 112112

~~Wtill I ~ L-{112114

1

J;k

d1~LLL L

ll2L L L., " If "., ., II

112 112 112 112 tI4 112

(b)lAb

1%Y.%:I

(8)Altemate courses in one brick wallOne brick lengthHalf brick lengthQUIr1Brofa brick lengthThree quar1B11Iof a brick lengthVertical reinforcement bal1lwith COna8te/morlar filling inpocket of M20 grade (1:1%:3 nominalmix)

TYPICAL DETAIL OF PROVIDING VERTIr.AI


P1.ASTER OR OTHER DECORATIVE FINISHES) AS FOLLONS

8) BEAM .25 MM. b) SLAB. 20 MM

.. LAPIOEVELOPMENT LENGTH (Ld) FOR MAIN

REINFORCEMENT BARS SHALL BE AS FOLLOWS:

0) FOR CONCRETE"X M. 20. 50 D (DoCIA. OF BAR)

5. R.C.C JAMBS TO BE CASTED WITH TOOTHINO IN WAU.S

8. C.C BLOCKS UseD FOR MASON{y TO HAVE MINIMUM 28

OAYS COMPRESSIVE STRENGTH OF 50 ~crn.

7. BRICKS TO HAVE MIN. CRUSHINO STRENGTH OF l5QkW8q.an,

PREPARED & CHECKED BY:.

ANKUSH_ALT_DfIIcor,GoI-UNDPDiNoIorRloI<M PIog<onvno

APPROVED BY:-

DR. ANAND S. NffA

Ndon81 Set8mlc AdIII8or. Gof.UNOP

DInItw RI. M8I'Ieo-neni ProgI'8tnl'M

I , , I 'r300

I --I""Tti

DOOR .

I

,ENTUP) II II ,11

II IIII IIII IIII IIII IIII IIII . . II

8 MIA CIA. BARS 0 230 MIA CIC (BOTTOM)

8 MM CIA. BARS 0 230 MIA CIC (TOP)

8 MIAClA.IIlARSO '5OMM

CIC II

CIC (BENT UP) II

II

CLAs+IROOM.2II

8 MM CIA. BARS 0150 MM CIC (BENT UP)

8 MIA CIA. BARS 0150 MM CIC

8 MM CIA. BARS 0150 MIACIC (BENT UP)

8 MIACIA. BARS 0 150MMCICCIA. BARS 0 230 MIA CIC (BENT UP)

D r---tieam;~~;~-;;;nd lI I

J L_________SLAB REINFORCEMENT DETAIL PLAN

b;IdENLARGED DETAIL AT E

230 MM THK. BRICK WALL

o10....

8 MIA CIA. BARS 0 150 MIA CIC (BENT UP)

8 MIACIA. BARS 0 ,5OMMCIC

I 230 I8 MM CIA. BARS 0 230 MIA CIC (TOP)

8 MM CIA. BARS 0 230 MIA CIC (BOTTOM)

~+-~it

I==I==f,,+

ltol,,.~+JI

III,

~+-~-II

~~

r<'.I':

~~

VENLARGED PLAN AT DETAIL F


GENERAL NOTES



FOUR ROOM SCHOOLBUILDING

R C.C NOTES'.

,. ONlY WRITTEN DIMENSIONS ARE TO BE FOLLaNED


OIMENS*ONS 8CALED FROM THE DRAYVINO

2.CEMENT CONCRETE MX SHALL BE M-2O UNLE88 NOTED

3.REINFORCEMENT SHALL. CONFORM TO 1.8:1788 .LATEST

. SHAlL HAVE C1EAR CONCRETE CCVER (EXCLUSIVE Of'

PIASTER OR OTHER DECORATIVE FINISHES) AS FOLLON

8) BEAM. 25 MM. b) SlAB. 20 fAt

4. LAPIDEVE1.OPMENT L£NOTH (LeI)FOR MAIN

RElflFORCEMENT BARS SHALL BE AS FOLI..ONS:

8) FOR CONCRETE MX M. 20 .50 D (0-01" OF BAR)

5. R.C.C JAMBS TO BE CASTED WITH TOOTHNO IN WALLS

e. c.c aOCKS USED FOR IM90NRY TO HAVE MINIMUM 28

DAYS COMPRESSNE STRENGTH OF 5O cm.

7. BRICKS TO HAVE MIN. CRUSHNQ STRENGTH OF 5CIkgf8q.an,

ALL DIMEH1tOH8 ARlit MLI.NETRES.

DWG. NO.-DRMISCIIIV-VI4SHEET TITLE

DETAILS DATE:- 17TH JULY, 2006


ANKUSHNJNmI>LT8Chn1c81omc., QoI.UO'018.. AltkM~t Progrwnme

APPROVED BY:-

DR AfW'«) 8. NfVA

N8Ion8I S8I8mIc Mvtt«, GoHJNDP

Oint AIMM"lgerMnt ~

----

Prepared by:

Professor Anand S. Al)'a and Ankush Agarwalunder the Gol-UNDP Disaster Risk Management Programme

- - ~ i!mail: anl:)nd.s.arva@unt/o;org;-,[email protected] - _ __ _ _NATIONAL DISASTER MANAGEMENT DIVISION

Ministry of Home Affairs, North Block, New DelhiTel:91-11-23093178; Tele/fax:23094019, Email:[email protected];Website:www.ndmindia.nic.in

model school designs for construction in various …gbpihedenvis.nic.in/pdfs/disaster...

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