Post on 14-Mar-2020
transcript
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:
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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. :
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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 :
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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. :
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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. :
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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:
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ACK 23.09.16
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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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"