A B C D

1

2

3

4

20'-0"

E

20'-0" 20'-0" 20'-0"

14'-0

"

5

14'-0

"14

'-0"

14'-0

"

128 SQ.FT.124 SQ.FT.

245 SQ.FT.

539 SQ.FT.

789 SQ.FT.

98 SQ.FT.

+0'-0"

+4'-6"

713 SQ.FT.

354 SQ.FT.

106 SQ.FT.97 SQ.FT.

81'-2"

56'-9

"

13'-1

0 1/

2"

40'-0"

RAMP UPSLOPE 1:12

METAL TRUSS/FABRIC ABOVEAS PER CONTRACTOR

WAY TOSECONDARYSCHOOL

UP

2'-0" WIDECHAJJA

7'-0" HIGHGLASS WALL

2'-0" WIDECHAJJA

8'-6" HIGHJAALI WALL

+3'-0"

SLOPING ROOFLINE ABOVE

SLOPING ROOFLINES ABOVE

SLOPING ROOFLINE ABOVE

STACKS AREA

2A3

3A3

1A3

493 SQ.FT.

5'-0" HIGHWALL

5'-0" HIGHWALL

1'-10" 2'-0" 2'-0"

1'-0" 1'-5 1/2"

2'-0"

4 1/2"1'-10"

2'-0"

1'-0

"

1'-0

"

9"3'

-3"

3"

2'-4"3'-1"

5'-0

"2'

-0"

14'-8"

11'-0

"

3'-0"2'-0"

9'-1

0 1/

2"

9'-0" 9'-10 1/2"

9'-10 1/2"

19'-3"

20'-7

1/2

"

10'-9

"

2'-0

"

2'-0

"

2'-0

"2'

-0"

2'-0

"2'

-0"

2'-0

"

2'-0"

1'-10"

9"

1'-10"2'-7 1/2"

13'-0

"

1'-0"

2'-0"

1'-10"4'-0"

9'-10 1/2"

2'-0

"2'

-0"

2'-0"

1'-10"2'-0" 1'-10"2'-0

"

2'-0

"2'

-0"

2'-0

"2'

-0"

3'-3

"

9'-0

"4'

-0"

9'-0"

19'-3"

41'-0

"

19'-3"

28'-0

"6'

-0"

19'-8"

36'-3

"

2'-3

"

9"

6'-0

"

41'-2"

43'-0

"

61'-2"

13'-9

"43

'-0"

20'-0"

D1

D2

D2

D1

D1

D3

W1 W1W3 W3

W2

W2

W2

W5W5W3

W1W1

W2

W5

W2

W5

W5

W4W4 2'-0"12'-0"

W5

4'-0

" 1'-0

"

1'-0

"

6'-0

"

4A3

1 A4

3 A4

4 A4

2 A4

W2

+4'-6"

+3'-6" +2'-0"

+0'-0"

+3'-6"

MOVABLE BENCHESAS NEEDED

RAMP DNSLOPE 1:12

3'-3" 18'-7 1/2"

15'-0"

3'-3

"

6'-1

0 1/

2"4 1/

2"

4 1/2"

+3'

-3"

+2'-0"

UP

6" K

ER

B

AS PER EXISTINGCOLUMN WIDTH

6'-0

"

6" KERB

6'-0

"

2'-7

1/2

"

2'-7 1/2"

2'-7

1/2

"

2'-7 1/2"

4 1/

2"

9"

9"

UP

UP

7'-6" HIGHWALL

+1'-6"

+1'-6"

+0'-0"+0'-0"

6" K

ER

B6"

KE

RB

6" K

ER

B6"

KE

RB

UP

+4'-6"

4" Ø RAIN WATERDOWNPIPE

4" Ø RAINWATER

DOWNPIPE

1 1/8"=1'-0" FLOOR AREA: 3748 SQ.FT.

1/8"

= 1

'-0"

010

'20

'1'

5'

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

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DOOR SCHEDULE

CALL WIDTH (in) HEIGHT (in) TYPE

D1 60 84 DOUBLE STEEL DOOR

D2 48 84 DOUBLE STEEL DOOR

D3 36 84 SINGLE STEEL DOOR

WINDOW SCHEDULE

CALL WIDTH (in) HEIGHT (in) SILL HEIGHT (in) TYPE

W1 180 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W2 108 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W3 72 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W4 60 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W5 36 48 36 AFF CASEMENT (SIDE HUNG)

1. AFF - ABOVE FINISH FLOOR

EXTERIOR WALL WITH 9in DOUBLE BRICK WALLINTERIOR WALL WITH 4.5in SINGLE BRICK WALLLOW / PARTIAL HEIGHT WALL

MB

ACK 23.09.16

NORTH

A B C D

1

2

3

4

20'-0"

E

14'-0

"

20'-0" 20'-0" 20'-0"

14'-0

"14

'-0"

5

14'-0

"

SLOPING ROOF LINE

BUILDING LINEBELOWSLOPES THIS WAY

SLOPES THIS WAY

2A3

3A3

1A3

4A3

1 A4

3 A4

4 A4

2 A4

5" Ø GUTTER

5" Ø GUTTER

4" Ø RAIN WATERDOWNPIPE

4" Ø RAIN WATERDOWNPIPE

1 1/8"=1'-0"

1/8"

= 1

'-0"

010

'20

'1'

5'

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

DRAWN BY :

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ACK 23.09.16

DOOR SCHEDULE

CALL WIDTH (in) HEIGHT (in) TYPE

D1 60 84 DOUBLE STEEL DOOR

D2 48 84 DOUBLE STEEL DOOR

D3 36 84 SINGLE STEEL DOOR

WINDOW SCHEDULE

CALL WIDTH (in) HEIGHT (in) SILL HEIGHT (in) TYPE

W1 180 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W2 108 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W3 72 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W4 60 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W5 36 48 36 AFF CASEMENT (SIDE HUNG)

1. AFF - ABOVE FINISH FLOOR

NORTH

STACKS PRIMARY READING ROOM

COMPUTER LAB

MAIN ENTRY

WALKWAY

SECONDARYREADING ROOM

OUTDOOR AREA

6'-0" WIDE CORRIDOR COMPUTER LABSECONDARY

READING ROOM

ISSUE/RETURN

DIGITALPRIMARY READING ROOM

SECTION THROUGH STACKS

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

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A3

SA

MA

RT

HA

SA

XE

NA

ME

MO

RIA

L L

EA

RN

ING

RE

SO

UR

CE

CE

NT

RE

SE

CT

ION

S

SECTION THROUGH OUTDOOR AREA

SECTION THROUGH COMPUTER LAB SECTION THROUGH CORRIDOR

D1 W5W5W3W1W1

ROOF LVL.+16'-6"

GROUND LVL.+0'-0"

GROUND FLOOR (GF) LVL.+4'-6"

GF LINTEL LVL.+11'-6"

RIDGE LVL.+21'-6"

GF CILL LVL.+7'-6"

DA B C E

21'-6

"

4'-6

"12

'-0"

5'-0

"

3'-0

"4'

-0"

5'-0

"

WALKWAY LVL.+2'-0"

2'-0

"

6" K

ER

B

2'-0

"

W1W1 W3W3

ROOF LVL.+16'-6"

GROUND LVL.+0'-0"

GROUND FLOOR (GF) LVL.+4'-6"

GF LINTEL LVL.+11'-6"

RIDGE LVL.+21'-6"

GF CILL LVL.+7'-6"

D ABCE

21'-6

"

4'-6

"12

'-0"

5'-0

"

3'-0

"4'

-0"

5'-0

"

1 1/8"=1'-0"

1/8"

= 1

'-0"

010

'20

'1'

5'

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

DRAWN BY :

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ACK 23.09.16

2 1/8"=1'-0"

DOOR SCHEDULE

CALL WIDTH (in) HEIGHT (in) TYPE

D1 60 84 DOUBLE STEEL DOOR

D2 48 84 DOUBLE STEEL DOOR

D3 36 84 SINGLE STEEL DOOR

WINDOW SCHEDULE

CALL WIDTH (in) HEIGHT (in) SILL HEIGHT (in) TYPE

W1 180 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W2 108 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W3 72 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W4 60 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W5 36 48 36 AFF CASEMENT (SIDE HUNG)

1. AFF - ABOVE FINISH FLOOR

W2W2W2W2

4'-6

"12

'-0"

5'-0

"

3'-0

"4'

-0"

5'-0

"

ROOF LVL.+16'-6"

GROUND LVL.+0'-0"

GROUND FLOOR (GF) LVL.+4'-6"

GF LINTEL LVL.+11'-6"

RIDGE LVL.+21'-6"

GF CILL LVL.+7'-6"

25 4 3 1

WALKWAY LVL.+2'-0"

21'-6

"

2'-0

"

6" K

ER

B

2'-0

"

W2W4W5 W2

ROOF LVL.+16'-6"

GROUND LVL.+0'-0"

GROUND FLOOR (GF) LVL.+4'-6"

GF LINTEL LVL.+11'-6"

RIDGE LVL.+21'-6"

GF CILL LVL.+7'-6"

2 5431

21'-6

"

4'-6

"12

'-0"

5'-0

"

3'-0

"4'

-0"

5'-0

"2'

-0"

6" K

ER

B

2'-0

"

WALKWAY LVL.+2'-0"

1/8"

= 1

'-0"

010

'20

'1'

5'

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

DRAWN BY :

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ACK 23.09.16

3 1/8"=1'-0"

4 1/8"=1'-0"

DOOR SCHEDULE

CALL WIDTH (in) HEIGHT (in) TYPE

D1 60 84 DOUBLE STEEL DOOR

D2 48 84 DOUBLE STEEL DOOR

D3 36 84 SINGLE STEEL DOOR

WINDOW SCHEDULE

CALL WIDTH (in) HEIGHT (in) SILL HEIGHT (in) TYPE

W1 180 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W2 108 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W3 72 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W4 60 48 36 AFF FIXED + CASEMENT (SIDE HUNG)

W5 36 48 36 AFF CASEMENT (SIDE HUNG)

1. AFF - ABOVE FINISH FLOOR

44'-7

" 57'-2"

72'-4"

A B C D

1

2

3

4

20'-0"

E

14'-0

"

20'-0" 20'-0" 20'-0"

14'-0

"14

'-0"

5

14'-0

"

20'-7"

7"

6"

1'-2"

1'-0

"

73'-3"

97'-8"

11'-6

"

39'-1

"

24'-5"

22'-4"

A

START POINT AEXISTINGBUILDINGCORNER

BSTART POINT B

EXISTINGBUILDINGCORNER

43'-5

"

16'-9"

46'-3

"

63'-8

"

42'-5"

58'-0"

46'-2

"

65'-2

"

124'-8"

88'-5"

110'-4"

104'

-5"

C

D

START POINT DEDGE OF EXISTING

ELECTRIC POLE

START POINT CEDGE OF EXISTING

ELECTRIC POLE

E

START POINT EEDGE OF EXISTING

ELECTRIC POLE

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

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DATE :

PROJECT NO. :

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1 1/16"=1'-0"

40'

1/16

" =

1'-0

"

05'

10'

20'

A B C D

1

2

3

4

20'-0"

E

20'-0" 20'-0" 20'-0"

14'-0

"

5

14'-0

"14

'-0"

14'-0

"

F1

C1

F1

F1

F1

F1 F2

F1

F1 F1

F1

F1

F1

F2

F2

F2 F2 F2

F2 F2

F2

F2 F2

PB

PB

PBPB

PB

PB

PB PB

PB

PB

PB

PB

PB

PB

PB PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

8'-10"

8'-6

"

9'-8

"

5'-0

"

3'-0"

10'-3

"

40'-0"

BS1

13'-1

0 1/

2"

18'-7 1/2"21'-4 1/2"

1'-2"

1 1/4" CLEAR ON ALL SIDES

8mmØ CLOSED HOOPSSEE DETAIL E/S1 FOR SPACING

(8) 16mmØ BARS

1'-0

"

3.4 CONCRETE SPECIFICATION: - GRADE M20 - MINIMUM 20 N/mm² (2900 PSI) COMPRESSIVE STRENGTH AFTER 28-DAYS - PROPORTIONS PER 50 KG BAG OF CEMENT (1:1.5:3): 53 LITRES DRY SAND (88KG) 105 LITRES DRY GRAVEL (185KG) MAXIMUM 30.0 LITRES, CLEAN WATER

NOTE: WATER SHALL BE ADDED UP TO THE MAXIMUM AMOUNT ALLOWED TO MAKE A WORKABLE MIX THAT CAN BE PROPERLY PLACED AND CONSOLIDATED.

3. CONCRETE

3.5 ALL CONCRETE SHALL BE MIXED BY AMECHANICAL MIXER AND QUICKLY PLACED INPOSITION. AFTER PLACING, CONCRETE SHALLBE WELL CONSOLIDATED BY RODDING,TAMPING, OR BY VIBRATING (PREFERABLE).

3.1 CLEAR CONCRETE COVER OVER ALLREINFORCEMENT SHALL BE AS FOLLOWS:

FOOTINGS................................. 2" (50mm)COLUMNS & BEAMS.................11

4" (30mm)FLOOR SLABS........................... 3

4" (20mm)

3.2 CEMENT USED SHALL BE FRESHORDINARY PORTLAND CEMENT (43 OPC).CEMENT STORED ON SITE SHALL BE KEPT IN ADRY CONDITION. CEMENT WHICH HAS BEENSTORED FOR OVER 6 MONTHS SHALL NOT BEUSED.

3.2 SAND SHALL BE DRY AND FREE OFIMPURITIES SUCH AS CLAY, SILTS, SALTS,MICA, AND ORGANIC MATTER.

3.3 MAXIMUM AGGREGATE (GRAVEL) SIZE TOBE USED IN CONCRETE MIX SHALL BE 20mm(3/4").

2.3 ALL REINFORCING STEEL SHALL BESUPPORTED AND SECURED AGAINSTMOVEMENT DURING PLACEMENT OFCONCRETE BY THE USE OF 'CHAIR' SPACERSOR EQUIVALENT METHODS.

2.4 SPLICING OF RODS SHALL BE AVOIDED ASMUCH AS POSSIBLE THROUGH USE OF FULLBAR LENGTHS. WHERE REQUIRED, THEFOLLOWING LAP LENGTHS FOR ROD SPLICINGSHALL BE USED:

ROD SIZE SPLICE LENGTH 10mm 12" 12mm 12" 16mm 16" 20mm 24" 22mm 30"

REFER TO COLUMN ELEVATION & BEAMELEVATION DETAILS FOR ALL SPLICELOCATIONS.

1.1 THIS STRUCTURE IS LOCATED IN AN AREAOF EARTHQUAKE HAZARD ZONE IV (SEVEREDAMAGE RISK ZONE) AS PER VULNERABILITYATLAS OF INDIA (1997).

1.2 REINFORCED CONCRETE STRUCTURALDESIGN IS IN ACCORDANCE WITH APPLICABLEINDIAN STANDARD (IS) CODES INCLUDINGIS456:2000,IS1893 AND IS13920:2008 FOREARTHQUAKE (LATERAL) DESIGN CRITERIA &DETAILING OF MEMBERS.

1.3 FOUNDATIONS ARE DESIGNED FOR ANALLOWABLE BEARING PRESSURE (SBC) OF 96kN/m² OR 2,000 POUNDS PER SQUARE FOOT(PSF).

1.4 CAREFULLY LAY OUT COLUMN AND WALLFOUNDATION LOCATIONS ACCORDING TO THEDIMENSIONS SHOWN ON THE FOUNDATIONPLAN STARTING WITH THE LAYOUTDIMENSIONS SHOWN.

1.5 PLACE FOOTINGS ON 3" SAND LEVELINGBASE PLACED ABOVE DRY, NATURAL SOILSAND REMOVE ANY LOOSE SOIL OR GARBAGEFROM EXCAVATION.

1.6 REMOVE ALL TOPSOIL AND ORGANICMATERIAL PRIOR TO PLACING FLOOR BASESOIL. FLOOR BASE SOIL LAYER SHALL BE AMINIMUM OF 6" THICK AND SHALL BE A SANDAND GRAVEL MATERIAL. COMPACT FLOORBASE TO PROVIDE STABLE BASE FOR GROUNDFLOOR SLAB.

1.7 PROPERLY CURE CONCRETE WORK BYMAINTAINING IT IN A WET OR DAMP CONDITIONPER LOCAL METHODS AND PRACTICES.

1.8 CONSTRUCTION DOCUMENTS ARE THEPROPERTY OF eMi², AND ARE INTENDED FORUSE ON THIS SITE ONLY.

1.9 ANY CONFLICT OR DISCREPANCYBETWEEN DRAWINGS OR EXISTINGCONDITIONS SHOULD BE BROUGHT TO THEATTENTION OF eMi² BEFORE PROCEEDINGWITH WORK.

2. STEEL

2.1 ALL REINFORCING STEEL RODS SHALL BEMILD STEEL DEFORMED RIBBED BARS WITH AYIELD STRENGTH OF 250 N/mm² (40,000 PSI).USE TORSTEEL RODS OR EQUIVALENT.

2.2 ALL BEAM AND COLUMN HOOPREINFORCEMENT SHALL BE CLOSED HOOPS.ALL HOOPS, HOOKS, AND BENDS ARE AS PERDETAIL D/S1.

1. GENERAL NOTES

8" THICK x 1'4" WIDE PCC CONCRETE WALL FOOTING

(NO REINFORCEMENT REQUIRED)

COMPACTED SAND ANDGRAVEL FLOOR BASE

4" CONCRETEFLOOR

PB 9"x9" PLINTH BEAM8mm CLOSED HOOPS@ 8" C/C WITH (4) 16mm BARS

1 1/

4" C

LEA

RA

LL S

IDE

S

9"

T.O. PLINTH BEAM+4'-2"

EXISTING GROUND LEVEL+0'-0"

BOT. OF FOOTING-3'-0"

T.O. GR. FLOOR+4'-6"

4" CONCRETE FLOOR, 8mm BARS@ 18" ON CENTER, EACH WAY,

CENTERED IN SLAB

1" DEEP MAXIMUM CONTROL JOINT

CONTROL JOINT

10"

2" C

LEA

R

FOOTING REINFORCEMENTPLACE FOOTING ON NATURAL,

DRY SOIL BASE

HOOPS @ 6" c/c

+16'-6"

+4'-2"

F1 6'-6" x 6'-6" 11 Nos. (6) bars 16mm EACH WAY

COLUMN FOOTING SIZE & REINFORCEMENT

F2 5'-0" x 5'-0" 11 Nos. (5) bars 16mm EACH WAY

8"

-3'-0"

+0'-0"

3'-6

"

T.O. ROOF

T.O. PLINTH BEAM

EXISTING GROUND LEVEL

BOT. OF FOOTING

1'-6

"

BEND COLUMN REINFORCEMNT INROOF WITH 12" MIN EXTENSION

2'-0

"2'

-0"

2'-0

"1'

-0"

VA

RIE

S

HOOPS @ 4" c/c

COLUMN BARS ARE TOBE AS PER A/S1

HOOPS @ 4" c/c

HOOPS @ 4" c/c

HOOPS @ 4" c/c

EQUALLY SPACED INEACH DIRECTION

BEND COLUMN REINFORCEMENT IN FOOTINGWITH 12" MIN. EXTENTION

45° HOOKS

"U" HOOP

HOOKPIECE

CLOSED HOOPHOOK PIECE"U" HOOP

CLEAR COVER,SEE NOTE 3.1

90° HOOK

45° HOOK

NOTE: ALL HOOKS AND BENDS IN REINFORCINGSTEEL SHALL CONFORM TO THAT SHOWN ABOVE

45° HOOK

90° HOOK

CONCRETE FORM

STEEL 'CHAIR' SPACERSTO SUPPORT AND SECUREREINFORCEMENT, SEENOTE 2.3 ABOVE

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

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DATE :

PROJECT NO. :

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1 1/8"=1'-0"

A 1"=1'-0"

E 1/4"=1'0"

B 3/8"=1'-0"

C 3/8"=1'-0"

D 1/4"=1'-0"

A B C D

1

2

3

4

20'-0"

E

14'-0

"

20'-0" 20'-0" 20'-0"

14'-0

"14

'-0"

5

14'-0

"

+16'-6"

B2

B1 B1 B1 B1

B1 B1 B1

B1 B1 B1 B1

B1 B1

B1 B1 B1 B1

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

AS2

BS2

3'-0"6' 6'

20'-0"

CB

8mm @ 12" C/C(3 bars total)

8mm @ 12" C/C

12 mm @ 10" C/C12mm @ 10" C/C 5"

SLA

B

4"

8mm @ 10" C/C

8mm @ 16" C/C(10 bars total)

+16'-6"

B2B2

9" EMBEDMENT,TYPICAL

2'-0" SPLICE

EQUAL EQUAL

VARIES

FIRST HOOP 2" FROMCOLUMN FACE, TYPICAL

VARIES

2'-0" SPLICE

1'-0"

BEAM TOP REINF12" HOOKS,TYPICAL

TRANSVERSE BEAM

TRANSVERSE BEAM

HOOPS 6" O.C. (TYPICAL)

COLUMN

X X X

9 HOOPS@4" O.C.(TYPICAL)

COLUMN

B1 0'-9" x 1'-3"

1'-3

"

8mmØ CLOSED HOOPSAT VARIABLE SPACING

1 1/4" CLEAR ON ALL SIDES

SLAB(CAST INTEGRALLY

WITH BEAM)

(3) 16mmØ BARS TOP

9"(3) 16mmØ BARS BOT

B2 0'-9" x 1'-0"

8mmØ CLOSED HOOPSAT VARIABLE SPACING

1 1/4" CLEAR ON ALL SIDES

SLAB(CAST INTEGRALLY

WITH BEAM)

(2) 16mmØ BARS TOP

9" (3) 16mmØ BARS BOT

1'-0

"

B1 B1

1

14'

2

3'-0"4'-8" 4'-8"

8mm @ 12" C/C(3 bars total)

8mm @ 12" C/C

12 mm @ 10" C/C12mm @ 10" C/C

8mm @ 10" C/C

8mm @ 16" C/C(8 bars total)5"

SLA

B

4"

+16'-6"

SEP 2016

ISSUE DATE:

C H E C K E D :

REVISION :

D A T E :

DATE :

PROJECT NO. :

DRAWN BY :

GO

OD

SH

EP

HE

RD

AG

RIC

UL

TU

RA

L M

ISS

ION

IN-0266

BA

NB

AS

A,

UT

TA

RA

KH

AN

D,

IND

IA

india.emiworld.org

SR

ACK 23.09.16

1 1/8"=1'-0"

A 1/2"=1'-0"

C 1/4"=1'-0"

D 3/4"=1'0"

B 1/2"=1'-0"