C-105
C-101 C-102 C-103 C-104
C-106 C-107 C-108
C-109 C-110 C-111 C-112 C-113 C-114
C-115 C-116
C-117
C-118 C-119
C-120
C-121 C-122
C-123
C-124
C-125 C-126
C-127 C-128
C-129 C-130
C-131 C-132
C-133 C-134 C-135 C-136 C-137 C-138
C-139C-140
C-141 C-142
C-143C-144 C-145 C-146
C-157 C-158 C-159
C-160
C-161C-162
C-163 C-164
W-1
01W
-102
W-1
04W
-103
W-105 W-106
W-107
C-147C-148
C-149
C-150 C-151
C-152C-153 C-154 C-155
C-156
STAIR - CASE
LIFT
B-1A(24"X18") B-1B(24"X18") B-1C(24"X18") B-1D(24"X18")
B-2A(18"X18") B-2B(18"X18") B-2C(18"X18") B-2D(18"X18") B-2E(18"X18") B-2F(18"X18") B-2G(18"X18")
B-3A(12"X18") B-3B(12"X18") B-3C(12"X18") B-3D(12"X18") B-3E(12"X18") B-3F(12"X18") B-3G(12"X18")
B-4A(9"X18") B-4B(9"X18") B-4C(9"X18")
B-5A(9"X18") B-5B(9"X18") B-5A(9"X18")B-5B(9"X18")
B-6A(9"X18") B-6B(9"X18") B-6C(9"X18")
B-7A(9"X18") B-7B(9"X18") B-7C(9"X18") B-7D(9"X18") B-7E(9"X18") B-7F(9"X18") B-7G(9"X18")
B-8A(9"X18") B-8B(9"X18") B-8C(9"X18") B-8D(9"X18")
B-9A(12"X18") B-9B(12"X18") B-9C(12"X18") B-9A(12"X18")B-9B(12"X18")B-9C(12"X18")
B-10A(18"X24") B-10B(18"X24") B-10C(18"X24") B-10D(18"X24") B-10E(18"X24") B-10F(18"X24") B-10G(18"X24")
B-11A(12"X18") B-11B(12"X18") B-11C(12"X18") B-11D(12"X18")
B-12A(24"X24") B-12B(24"X24") B-12C(24"X24") B-12D(24"X24")
B-13A(12"X18") B-13B(12"X18") B-13C(12"X18") B-13D(12"X18")
B-14
A(18
"X24
")B-
14B(
18"X
24")
B-14
C(9"
X18"
)B-
14D(
9"X1
8")
B-14
E(9"
X18"
)B-
14F(
9"X1
8")
B-14
G(9"
X18"
)B-
14H(
9"X1
8")
B-14
I(9"X
18")
B-14
J(18
"X18
")B-
14K(
18"X
18")
B-15
A(12
"X18
")B-
15B(
12"X
18")
B-16
A(12
"X18
")B-
25B(
12"X
18")
B-25
A(12
"X18
")
B-17
A(18
"X24
")B-
17B(
18"X
24")
B-18
A(18
"X18
")B-
18B(
18"X
18")
B-18
A(18
"X18
")B-
18B(
18"X
18")
B-18
A(18
"X18
")B-
18B(
18"X
18")
B-19
A(12
"X18
")B-
19B(
12"X
18")
B-19
C(12
"X18
")B-
19D(
12"X
18")
B-19
E(12
"X18
")B-
19F(
12"X
18")
B-20
A(18
"X24
")B2
0B(1
8"X2
4")
B-21
A(18
"X18
")B-
21B(
18"X
18")
B-20
A(18
"X24
")B2
0B(1
8"X2
4")
B-17
A(18
"X24
")
B-17
B(18
"X24
")
B-17
A(18
"X24
")B-
17B(
18"X
24")
B-15
A(12
"X18
")B-
15B(
12"X
18")
B-16
A(12
"X18
")
B-19
A(12
"X18
")B-
19B(
12"X
18")
B-19
C(12
"X18
")
B-19
D(12
"X18
")
B-19
E(12
"X18
")B-
19F(
12"X
18")
B-21
A(18
"X18
")B-
21B(
18"X
18")
B-22
A(9"
X18"
)B-
22B(
9"X1
8")
B-22
C(9"
X18"
)
B-22
D(9"
X18"
)
B-22
E(9"
X18"
)
B-22
A(9"
X18"
)B-
22B(
9"X1
8")
B-22
C(9"
X18"
)B-
22D(
9"X1
8")
B-22
E(9"
X18"
)
B-23
A(9"
X18"
)B-
23B(
9"X1
8")
B-23
A(9"
X18"
)B-
23B(
9"X1
8")
B-24
A(12
"X18
")B-
24B(
12"X
18")
B-24
C(12
"X18
")B-
24D(
12"X
18")
B-24
A(12
"X18
")B-
24B(
12"X
18")
B-24
C(12
"X18
")B-
24D(
12"X
18")
B-14
A(18
"X24
")B-
14B(
18"X
24")
B-14
C(9"
X18"
)B-
14D(
9"X1
8")
B-14
E(9"
X18"
)B-
14F(
9"X1
8")
B-14
G(9"
X18"
)B-
14H(
9"X1
8")
B-14
I(9"X
18")
B-14
J(18
"X18
")B-
14K(
18"X
18")
B-15
C(12
"X18
")
B-15
C(12
"X18
")B-
25B(
12"X
18")
B-25
A(12
"X18
")
DRAW
ING.
NO.
S-25
PRIM
E TE
CH D
ESIG
N CO
NSUL
TANT
SLO
WER
BAS
EMEN
T (R
OOF)
LVL
. FRA
MIN
G PL
ANB-
1, A
SHOK
VIH
AR, N
EAR
SEC.
- 11,
MAL
VIYA
NAG
AR, J
AIPU
R-17
MOB
ILE:
941
42 9
7788
SCAL
E-: N
.T.S
.
DRAW
ING
TITL
E:
PROJ
ECT:
SPAC
E GR
IDC-
49, V
IDYA
APA
RTM
ENT,
BAP
U NA
GAR,
JAI
PUR
STRU
CTUR
AL C
ONS.
ARCH
ITEC
TS:
CADD
DEV
ELOP
EDDA
TE:
FEB.
13/2
015
PROP
OSED
APA
RTM
ENT
"CAP
ITAL
RID
GE"
SITA
RAM
AT P
RATA
P NA
GAR,
JAI
PUR.
(BLO
CK-B
)
#10@4"C/C
#10
@4"
C/C
S-2D-6"
#10@8"C/C
#10
@8"
C/C
S-6D-6"
#10@8"C/C
#8@
8"C/
C
S-3D-6"
#8@7"C/C
#10
@7"
C/C S-10
D-6"S-11D-6"
#8@6"C/C
#10
@5"
C/C
#10@7"C/C
#10
@5"
C/C
S-12D-6"
S-1
LONGER SLABTHICKNESSSPAN
SHORTERSPAN
SLAB No.
S-2
S-3
S-4 #10@6"C/C #10@8"C/C
S-5
#10@5"C/C #10@5"C/C
S-6
S-7
#8@8"C/C #8@8"C/C
SLAB REINFORCEMENT SCHEDULE
S-8
#8@6"C/C #8@8"C/C
6"
6"
6"
6"
#10@4"C/C #10@4"C/C
#10@8"C/C #10@8"C/C
6"
S-9
S-10
6"#10@6"C/C #8@6"C/C
6"#10@7"C/C #8@7"C/C
6"
6"
6"
#10@8"C/C #8@8"C/C
#10@7"C/C #8@8"C/C
S-12 6"#10@5"C/C #10@7"C/C
S-11 6"#8@6"C/C#10@5"C/C
#10@5"C/C
#10
@5"
C/C
S-8D-6"
S-11D-6"
S-11D-6"
S-11D-6"S-10
D-6"
S-10D-6" S-10
D-6"
S-10D-6"
S-10D-6"
S-10D-6"
S-10D-6"
#8@8"C/C
#8@8"C/C
S-1D-6"
S-1D-6"
S-1D-6"
S-1D-6"S-1
D-6"S-1D-6"
S-1D-6"
S-1D-6"
#10@8"C/C
#10
@6"
C/C
S-4D-6"
S-2D-6"
#10@7"C/C
#8@
8"C/
C
S-7D-6"
#8@8"C/C
#8@
6"C/
C
S-5D-6"
S-5D-6"
S-5D-6" S-5
D-6"
S-6D-6"
S-6D-6"
S-6D-6"
S-6D-6"
#8@6"C/C
#10
@6"
C/C
S-9D-6"
S-5D-6"
S-5D-6"
S-12D-6"
S-12D-6" S-12
D-6"
S-1D-6"
S-9D-6"
S-9D-6"S-8
D-6"S-8D-6"S-3
D-6"S-3D-6"
S-3D-6"
S-7D-6" S-7
D-6" S-7D-6"
S-7D-6"S-7
D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-7D-6"
S-1D-6"
S-6D-6"
S-3D-6"
S-3D-6"S-3
D-6"S-3D-6"
S-4D-6"
S-4D-6"
S-4D-6"
S-4D-6"
S-4D-6" S-6
D-6"S-6D-6"
S-6D-6"
S-8D-6"
S-9D-6"
CONC. GRADE:- M-30STEEL GRADE:- Fe-500 D
SIMPLIFIED RULES FOR CURTAILMENT OF BARS IN SLAB USING BENT- UP BARS
L
AT TOP (MIN. TWO BAR)DISTRIBUTION BAR
0.5 A S
EDGE
1
1
P A S1
0.15L
P/2
0.5 A S
1
1
>0.1L
>0.15L1 >0.15L2
P/2
0.25L110.5A S
INTERMEDIATE BEAM P
2
0.3L10.3L
2
A S 2
2
0.25L2
L
BEAM
BUILDING DESIGNED FOR AAC BLOCKS
B-26
A(9"
X18"
)
B-26A(9"X18")
B-1A(24"X18")B-1B(24"X18")
B-1C(24"X18")B-1D(24"X18")
1
R-4
24"
18"
+3#
324#
20
SEC.B-1A(1-1)
1R-44'
R-44'R-6
R-45'R-45'
R-6
4#20CONT
+2#
20EXT4#
20CONT+
3#25EXT
4#20CONT
+3#
32EXT6'-9"5'
4#20CONT
R-45'R-45'
R-6
4#20CONT
+3#
25EXTR-44'
R-44'R-6
4#20CONT
+3#
32EXT6'-9"6'-9"
4#20CONT
+3#
32EXT5'
6'-9"
4#20CONT
6#20
4#20CONT
+2#
20EXT
B-2A(18"X18")B-2B(18"X18")
B-2C(18"X18")B-2D(18"X18")
B-2E(18"X18")B-2F(18"X18")
B-2G(18"X18")
1
R-4
18"
18"
+3#
254#
16
SEC.B-2E(1-1)
1
R-5R-44'
R-44'R-6
4#16CONT
4#16CONT
+1#
16EXT4'-6"
3'
4#16CONT
R-43'R-43'
R-6R-5
4#16CONT
4'4'-6"
4#16CONT
4'-6"4'
4#16CONT
+2#
25EXT3'
4'+
3#25EXT
+3#
25EXT
4#16CONT
+2#
25EXT4#
16CONTR-43'
R-43'R-5
+2#
254#
16R-43'
R-43'R-5
4#16CONT
R-44'R-44'
R-6
4#16CONT
+2#
25EXT4#
16CONT+
1#20EXT
4#16CONT
4#16CONT
4'4'-6"
+2#
25EXT4#
16CONT
3'3'
+1#
16EXT
B-3A(12"X18")B-3B(12"X18")
B-3C(12"X18")B-3D(12"X18")
B-3E(12"X18")B-3F(12"X18")
B-3G(12"X18")
1
R-1
12"
18"
+2#
202#
16
SEC.B-3E(1-1)
1R-14'
R-14'R-3
R-13'R-13'
R-3
2#16CONT
+2#
16EXT
2#16CONT
+2#
20EXT4'-6"
4'-6"
R-13'R-13'
R-3R-13'
R-13'R-2
2#16CONT
3'-6"4'-6"
2#16CONT
3'3'
2#16CONT
+2#
20EXT3'-6"
3'-6"+
2#20EXT
+1#
16EXT
2#16CONT
+2#
16EXTR-13'
R-13'R-3
4#16
2#16CONT
+1#
16EXT2#
16CONT2#
16CONTR-13'
R-13'R-3
R-13'R-13'
R-2
2#16CONT
4'-6"3'-6"
+2#
20EXT2#
16CONT
3'3'
+1#
16EXT
B-4A(9"X18")B-4B(9"X18")
B-4C(9"X18")
1
R-1
9"
18"
SEC.B-4A(1-1)
1R-14'
R-14'
2#16CONT
+2#
16EXT
4'-6"
2#16CONT
+2#
20EXT3'-6"
R-1B-4A'(9"X6")
4#16
4'-6"
2#16CONT
+2#
20EXT3'-6"
R-1B-4A'(9"X6")
+2#
202#
16
R-3R-14'
R-14'R-3
R-13'R-13'
R-3
2#16CONT
+2#
16EXT2#
16CONT+
1#16EXT
2#16CONT
4'-6"3'-6"
+2#
20EXT2#
16CONT
3'-6"4'-6"
+2#
20EXT
B-5A(9"X18")B-5B(9"X18")
1
R-1
9"
18"
3#16
SEC.B-5B(1-1)
1
R-3R-13'
R-13'R-2
2#16CONT
3'3'
2#16CONT
+1#
16EXT
3#16
R-13'R-13'
2#16CONT
+1#
16EXT
B-6A(9"X18")B-6B(9"X18")
B-6C(9"X18")
1
R-1
9"
18"
SEC.B-6A(1-1)
1R-13'
R-13'
2#16CONT
+1#
20EXT
4'-6"
2#16CONT
+2#
20EXT3'-6"
R-1B-6A'(9"X6")
3'-6"
2#16CONT
+2#
20EXT3'-6"
+2#
252#
16
R-3R-14'
R-14'R-3
R-3
2#16CONT
+2#
20EXT2#
16CONT
2#16CONT
3'-6"3'-6"
+2#
20EXT2#
16CONT
4'4'-6"
+2#
25EXT
B-7A(9"X18")B-7B(9"X18")
B-7C(9"X18")B-7D(9"X18")
B-7E(9"X18")B-7F(9"X18")
B-7G(9"X18")
1
R-1
9"
18"
SEC.B-7E(1-1)
1R-14'
R-14'R-3
R-13'R-13'
R-3
2#16CONT
+2#
16EXT
2#16CONT
+2#
20EXT4'-6"
4'-6"
R-13'R-13'
R-3R-13'
R-13'R-2
2#16CONT
3'4'-6"
2#16CONT
3'-6"3'-6"
2#16CONT
+2#
20EXT3'-6"
3'-6"+
1#16EXT
+2#
20EXT
2#16CONT
+2#
16EXT2#
16CONT+
1#16EXT
R-13'R-13'
R-34#
162#
16CONT+
1#16EXT
2#16CONT
+1#
16EXT2#
16CONT+
1#16EXT
2#16CONT
+1#
16EXTR-13'
R-13'R-3
R-13'R-13'
R-2
2#16CONT
4'-6"3'
+1#
16EXT2#
16CONT
3'-6"3'-6"
+2#
20EXTB-8A(9"X18")B-8B(9"X18")
B-8C(9"X18")B-8D(9"X18")
1
R-1
9"
18"SEC.B-8A(1-1)
1R-14'
R-14'
2#20CONT
+1#
20EXT
4'-6"
2#20CONT
+2#
16EXT3'
R-1B-8A'(9"X6")
3#20
4'-6"
2#20CONT
+2#
16EXT3'R-1
B-8D'(9"X6")R-3
R-14'R-14'
R-3R-3
R-3
2#20CONT
+1#
20EXT2#
20CONT
2#20CONT
4'-6"3'-6"
+1#
20EXT2#
20CONT
3'-6"4'-6"
+1#
20EXT
2#20CONT
B-9A(12"X18")B-9B(12"X18")
B-9C(12"X18")
1
R-1
12"
18"
SEC.B-9C(1-1)
1R-14'
R-14'
2#16CONT
+2#
16EXT4#
16
4'-6"
2#16CONT
+2#
20EXT3'-6"
R-1B-9C'(12"X6")
+2#
202#
16
R-3R-13'
R-13'R-2
2#16CONT
2#16CONT
4'-6"3'-6"
+2#
20EXT2#
16CONT
3'3'
+1#
16EXT
R-13'R-3
R-13'
B-10A(18"X24")B-10B(18"X24")
B-10C(18"X24")B-10D(18"X24")
B-10E(18"X24")B-10F(18"X24")
B-10G(18"X24")
1
R-4
18"
24"
+3#
254#
16
SEC.B-10C(1-1)
1
+2#
25R-5
R-44'R-44'
R-6
4#16CONT
+2#
25EXT
4#16CONT
+1#
16EXT3'
3'
4#16CONT
R-6
4#16CONT
R-5
4#16CONT
+2#
25EXT4#
16CONT+
1#16EXT
3'3'
4#16
4#16CONT
4#16CONT
+2#
25EXT4'-6"
4'
4#16CONT
+3#
25EXT4'
4'-6"
4#16CONT
+3#
25EXT4'-6"
4'4'
4'-6"
4#16CONT
+1#
20EXT4#
16CONT+
2#25EXT
4#16CONT
R-44'R-44'
R-6R-44'
R-44'R-6
R-6
SEC.B-20B(1-1)
DRAWING. NO.
S-26
PRIME TECH DESIGN CONSULTANTS
LOWER BASEM
ENT (ROOF) LVL. BEAM DETAIL
B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17
MOBILE: 94142 97788
SCALE-: N.T.S.
DRAWING TITLE:
PROJECT:
SPACE GRIDC-49, VIDYA APARTM
ENT, BAPU NAGAR, JAIPUR
STRUCTURAL CONS.
ARCHITECTS:
CADD DEVELOPEDDATE:
FEB.13/2015
PROPOSED APARTMENT "CAPITAL RIDGE"
PARVINDER
AT PRATAP NAGAR, JAIPUR.(BLOCK-B)
3'-0"3'-0"
12"12"
TYPICAL SLEEVE DETAIL FOR BEAM
2#16
2#16
#8@
4"C/C RINGS
2. FOR BEAMS TERM
INATING ON COLUMN, TOP EXTRA BARS SHALL
3. MAXIM
UM NO. OF BARS IN A SINGLE LAYER SHALL BE 3 FOR 9", 4 FOR 12" W
IDE BEAM
4. THE GAP BETWEEN TW
O LAYER OF BARS EITHER ON TOP OR BOTTOM SHALL BE 1"
NOTES1. M
IX OF CONCRETE SHALL BE M-30
BE PROVIDED BEFORE LOWERING DOW
N THE BEAM
==R-1R-2
#8@
4"C/C#
8@8"C/C
RINGS DETAIL
=R-3
#8@
6"C/C==
R-4R-5
4-L#8@
4"C/C4-L#
8@8"C/C
=R-6
4-L#8@
6"C/C==
R-7R-8
4-L#10@
4"C/C4-L#
10@8"C/C
=R-9
4-L#10@
6"C/C
CONC. GRADE:- M-30
STEEL GRADE:- Fe-500 DCLEAR SPANTOP BARS AS PER DRG.
EFFECTIVE SPAN L1
L
0.15L10.15L
20.1L1
2END SUPPORT(RESTAINED)
INTERMEDIATE SUPPORT
SIMPLIFIED CURTAILM
ENT RULES FOR CONTINUOUS BEAM
BOTTOM BARS
4'-9"
3'-6"
4#20CONT
+1#
20EXT4'-9"
3'-6"
4#20CONT
+1#
20EXT
2#16CONT
2#16CONT
2#16CONT
2#16CONT
2#16CONT
2#16CONT
R-3+
2#20
2#16
+2#
202#
16
2#20CONT
2#20CONT
3#20
2#16CONT
4#16CONT
4#16CONT
B-14A(18"X24")B-14B(18"X24")
B-14C(9"X18")B-14D(9"X18")
B-14E(9"X18")B-14F(9"X18")
B-14G(9"X18")B-14H(9"X18")
B-14I(9"X18")B-14J(18"X18")
B-14K(18"X18")
11R-13'
R-13'R-2
R-13'R-13'
R-3
2#20CONT
2#20CONT
2#20CONT
R-45'R-45'
R-5
4#20CONT
+1#
20EXTR-43'
R-43'R-5
4#20CONT
+1#
20EXT4'-6"
3'-9"
4#20CONT
+1#
20EXT3'-6"
4'-6"
4#20CONT
R-3R-44'
R-44'R-6
R-44'R-44'
R-6R-3
R-13'R-13'
R-3R-13'
R-13'R-2
R-3
2#20CONT
2#20CONT
4#20CONT
+2#
20EXT4#
20CONT+
2#20EXT
2#20CONT
2#20CONT
+1#
20EXT2#
20CONT2#
20CONT+
2#25EXT
4'5'-6"
4#20CONT
+2#
25EXT5'-6"
4'-9"
4#20CONT
+2#
25EXT
2#20CONT
2#20CONT
2#20CONT
2#20CONT
B-25B(12"X18")B-25A(12"X18")
1
R-1
12"
18"
SEC.B-25A(1-1)
1R-13'
R-13'
2#20CONT
4#20
3'
2#16CONT
+1#
16EXT3'R-1B-25B'(12"X6")
+2#
252#
16
R-2
2#16CONT
4'4'-9"
+2#
25EXT
R-14'R-3
R-14'
2#20CONT
+2#
20EXT
2#16CONT
B-23A(9"X18")B-23B(9"X18")
1
R-1
9"
18"
+2#
20
SEC.B-23A(1-1)
1
R-3
3'-6"3'-6"
2#16CONT
+2#
20EXT
2#16
2#16CONT
R-1
2#16CONT
B-24A(12"X18")B-24B(12"X18")
B-24C(12"X18")B-24D(12"X18")
1
R-1
12"
18"
SEC.B-24A(1-1)
13#
16
2#16CONT
4#16
R-3R-14'
R-14'R-3
2#16CONT
+1#
16EXT
2#16CONT
2#16CONT
3'4'-6"
+2#
16EXT
R-3
2#16CONT
R-3
2#16CONT
R-3
2#16CONT
2#16
SEC.B-14B(1-1)
R-4
18"
24"
+2#
254#
20
6#20
B-11A(12"X18")B-11B(12"X18")
B-11C(12"X18")B-11D(12"X18")
1
R-1
12"
18"
SEC.B-11A(1-1)
1R-14'
R-14'
2#20CONT
+2#
25EXT
+3#
252#
20
R-3R-15'
R-15'R-3
2#20CONT
+2#
20EXT
2#20CONT
4'-9"6'-9"
+3#
25EXT2#
20CONT6'-9"6'-9"
+3#
25EXT
R-15'R-3
R-15'
2#20CONT
+2#
20EXTR-14'
R-14'
2#20CONT
+2#
25EXTR-3
2#20CONT6'-9"
4'-9"+
3#25EXT
2#20CONT
2#20CONT
2#20CONT
2#20CONT
B-12A(24"X24")B-12B(24"X24")
B-12C(24"X24")B-12D(24"X24")
1
R-7
24"
24"
+4#
326#
25
SEC.B-12B(1-1)
1
+4#
32R-44'
R-44'R-6
R-75'R-75'
R-9
4#25CONT
4#25CONT
+4#
32EXT
4#25CONT
4#25CONT
+4#
32EXT6'-9"4'-9"
4#25CONT
R-75'R-75'
R-9
4#25CONT
+4#
32EXTR-44'
R-44'R-6
4#25CONT
+4#
32+2#
25EXT6'-9"
6'-9"
4#25CONT
+4#
32EXT4'-9"
6'-9"
4#25CONT
4#25
4#25CONT
B-13A(12"X18")B-13B(12"X18")
B-13C(12"X18")B-13D(12"X18")
1
R-1
12"
18"
SEC.B-13A(1-1)
1R-14'
R-14'
2#20CONT
+2#
25EXT
+3#
252#
20
R-3R-13'
R-13'R-3
2#20CONT
+2#
20EXT
2#20CONT
4'-9"4'
+3#
25EXT2#
20CONT
4'4'
+3#
25EXT
R-13'R-3
R-13'
2#20CONT
+2#
20EXTR-14'
R-14'
2#20CONT
+2#
25EXTR-3
2#20CONT
4'4'-9"
+3#
25EXT2#
20CONT2#
20CONT2#
20CONT2#
20CONT
B-15A(12"X18")B-15B(12"X18")
B-15C(12"X18")
1
#10@
4"C/C
12"
18"
SEC.B-15A(1-1)
1R-14'
R-14'
2#20CONT
+2#
20EXT
2#20CONT
+3#
252#
20
R-3#
10@4"C/C
4'#
10@4"C/C
4'#
10@6"C/C
2#20CONT
+2#
25EXT
2#20CONT
4'-9"4'
+2#
25EXT2#
20CONT
4'5'-3"
+3#
25EXT
R-13'R-2
R-13'
2#20CONT
2#20CONT
B-16A(12"X18")
11R-14'
R-14'
2#20CONT
+2#
25EXT
5'-6"
2#20CONT
+2#
20EXT3'-6"
R-1B-16A'(12"X6")
5'-6"
2#20CONT
+2#
20EXT3'-6"
R-1B-16A'(12"X6")
R-3
R-1
12"
18"
SEC.B-16A(1-1)B-17A(18"X24")
B-17B(18"X24")SEC.B-17B(1-1)
1
R-7
18"
24"
+5#
322#
25+2#
20
1
8#25
5'-9"5'
R-74'R-74'
R-9
2#25+
2#20CONT
+5#
32EXT
R-74'R-74'
R-9
6#25CONT
+2#
25EXT
2#25+
2#20CONT
6#25CONT
B-18A(18"X18")B-18B(18"X18")
SEC.B-18A(1-1)
1
R-4
18"
18"
+4#
254#
20
1 4'-3"4'
R-44'R-44'
R-5
4#20CONT
+4#
25EXT
R-43'R-43'
R-5
4#20CONT
+2#
25EXT
4#20CONT
4#20CONT
B-19A(12"X18")B-19B(12"X18")
B-19C(12"X18")B-19D(12"X18")
B-19E(12"X18")B-19F(12"X18")
1
#10@
4"C/C
12"
18"
SEC.B-19C(1-1)
1R-14'
R-14'
2#20CONT
+3#
252#
20
R-2R-3
R-3
2#20CONT
3'-6"3'-6"
+1#
20EXT2#
20CONT
#10@
4"C/C5'
#10@
4"C/C5'
#10@
6"C/C
2#20CONT
+2#
25EXTR-13'
R-13'R-3
R-3
2#20CONT
2#20CONT4'
6'-3"+
3#25EXT
2#20CONT
6'-3"4'
+3#
25EXT2#
20CONT
3'-6"+
1#20EXT
B-20A(18"X24")B-20B(18"X24")
1
R-7
18"
24"
+3#
254#
20
1 5'-6"4'-6"
R-74'R-74'
R-9
4#20CONT
+3#
25EXT
R-74'R-74'
R-9
4#20CONT
+4#
25EXT
4#20CONT
4#20CONT
+2#
25EXTB-21A(18"X18")
B-21B(18"X18")SEC.B-21A(1-1)
1
R-4
18"
18"
+3#
254#
20
1 4'-3"4'
R-44'R-44'
R-5
4#20CONT
+3#
25EXT
R-44'R-44'
R-5
4#20CONT
+2#
25EXT4#
20CONT
B-22A(9"X18")B-22B(9"X18")
B-22C(9"X18")B-22D(9"X18")
1
R-1
9"
18"
SEC.B-22D(1-1)
1R-13'
R-13'
2#16CONT
+2#
25EXT
2#16CONT
+2#
252#
16
R-3R-3
R-3
2#16CONT
4'4'
+2#
25EXT2#
16CONT
R-3
2#16CONT
2#16CONT
+2#
252#
20
4#25CONT
+1#
32EXT
4#25CONT
R-13'R-13'
R-3
2#20CONT
+2#
20EXTR-13'
R-3R-13'
2#20CONT
+2#
20EXT
B-13E(12"X18")B-13E(12"X18")
+2#
252#
20
R-3+
2#25
2#20
2#20CONT
+2#
252#
20
4#20
4#20CONT
+2#
254#
20R-3
R-3
2#20CONT
2#20CONT
2#20CONT
2#20CONT
2#20CONT
R-13'R-13'
+3#
252#
20
4#20CONT
+4#
254#
20
4#20CONT
+2#
254#
202#
16CONT2#
16CONT
3'-6"
2#16CONT
+2#
20EXT3'-6"
B-22D'(9"X6")R-1
+2#
252#
16
4#16CONT
2#16CONT
2#16CONT
2#16CONT
4#16CONT
4#16CONT
4#20CONT
2#20CONT
3'-6"
2#20CONT
2#20CONT
4#20CONT
2#20CONT
3'-6"
2#25+
2#20CONT
2#16CONT
2#16CONT
BUILDING DESIGNED FOR AAC BLOCKS
DIA.W
EIGHT (kg)8101620
1000011000
29008200
2523400
322200
TOTAL58200
12500
BEAM &
SLAB STEEL QUANTITY
R-3
9"
18"
SEC.B-26A(9"X18")
2#16
2#16
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
290'-112 "
103'-412"
5'
5'
5'
5'
5'
3'-1012 "
4'-1012 "
2'2'
6'3'-6"
#16@7"C/C(EXT. AT TOP)
#20@7"C/C(EXT. AT TOP)#16@7"C/C
(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
4'-1012 "
3'-1012 "
RAFT TOP EXTRA REINFORCEMENT PLAN (X-DIRECTION)
3'-1012 "
4'-1012 "
2'2'
6'3'-6"
#16@7"C/C(EXT. AT TOP)#20@7"C/C
(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
4'-1012 "
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
290'-112 "
103'-412"
5'
5'
5'
5'
5'
RAFT TOP EXTRA REINFORCEMENT PLAN (Y-DIRECTION)
4'-3"
3'-6"
4'-3"
3'-6"
4'
4'
#12@
7"C/C(EXT. AT TOP)
#12@
7"C/C(EXT. AT TOP)
#12@
7"C/C(EXT. AT TOP)
#16@
7"C/C(EXT. AT TOP)
#16@
7"C/C(EXT. AT TOP)
4' 4'
1'
1'
1' 1'1' 1'
3'-9"
3'-6"
1' 1' 1'
1'
3'-9"
3'-6"#12@
7"C/C(EXT. AT TOP)
3'-6"3'-9"
3'4'
2'-6"2'-6"
4'-3"
3'-6"
4'-3"
3'-6"
4'
4'
#12@
7"C/C(EXT. AT TOP)
#12@
7"C/C(EXT. AT TOP)
#12@
7"C/C(EXT. AT TOP)
#16@
7"C/C(EXT. AT TOP)
#16@
7"C/C(EXT. AT TOP)
4' 4'
1'
1'
1'
1'1'
1'
3'-9"
3'-6"
1'
1'
1'
1'
3'-9"
3'-6"
#12@
7"C/C(EXT. AT TOP)3'-6"
3'-9"
3'4'
2'-6"2'-6"
2'-9"
2'-6"
2'-9"
2'-6"
3'3'
3'2'
#16@
7"C/C(EXT. AT TOP)
#20@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
4'
2'
4'
3'3'
4'4'
1'
#20@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
#16@7"C/C(EXT. AT TOP)
4'
2'
4'
3'3'
4'4'
1'
3'-3"
3'-3"3'-3"
5'-412"
3'-3"
3'-3"3'-3"
5'-412"
CADD DEVELOPED
SCALE-: N.T.S.
SITARAM
PROPOSED FLATS FOR "CAPITAL RIDGE"
REVISED RAFT FOOTING LAYOUT PLAN & DETAIL
PROJECT:
DRAWING TITLE:
B-1,ASHOK VIAHR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17
C-49,B-6 ,VIDYA APPARTMENT,PARAS MARG, NEAR JANTA STORE,BAPU NAGAR
PRIME TECH DESIGN CONSULTANTS
MOBILE: 94142 97788
STRUCTURAL CONS.
ARCHITECTS
SPACE GRID
JAN. 13/2015
DRAWING. NO.DATE:
AT PLOT N0-1, SECTORE-8, ZONE-82 PRATAP NAGAR, SANGANER, JAIPUR
S-06 (R-1)
RAFT TOP EXTRA REINFORCEMENT PLAN
Y
XDIRECTION SYM
BOL
C-105
C-101C-1
C-2C-3
C-4
C-5C-6
C-7
C-8C-9
C-10
C-11
C-12C-13
C-14
C-16C-17
C-18
C-19C-20
C-21
C-22
C-23C-24
C-25
C-26
C-27C-28
C-29
C-15
C-102C-103
C-104
C-106C-107
C-108
C-109C-110
C-111C-112
C-113C-114
C-115
C-116
C-117
C-118C-119
C-120
C-121
C-122
C-123
C-124
C-125
C-126
C-127C-128
C-129C-130
C-131C-132
C-133C-134
C-135C-136
C-137C-138
C-139C-140
C-141C-142
C-143C-144
C-145C-146
C-157C-158
C-159
C-160
C-161C-162
C-163C-164
C-201C-202
C-203
C-204
C-205
C-6C-207
C-208C-209
C-210
C-211
C-212C-213
C-214
C-216C-217
C-218
C-219
C-220
C-221
C-222
C-223C-224
C-225
C-226
C-227C-228
C-229
C-43C-44
C-49C-50
C-47
C-42
C-45C-46
C-48C-51
C-56
C-52C-53C-57
C-58C-59
C-54C-55
C-60
C-243C-244
C-249C-250
C-245C-246
C-251
C-256
C-252C-253
C-257C-258
C-254C-255
C-259
C-215
C-247
C-248
C-242
C-260
W-1
W-2
W-3
W-4
W-5
W-5
W-5
W-5
W-6
W-7
W-8
W-9
W-201
W-202
W-204
W-203
W-205
W-205
W-205
W-205
W-207
W-208
W-209
W-101W-102
W-104 W-103
W-105
W-106
W-107
C-105
C-101C-1
C-2C-3
C-4
C-5
C-6C-7
C-8C-9
C-10
C-11
C-12C-13
C-14
C-16C-17
C-18
C-19C-20
C-21
C-22
C-23C-24
C-25
C-26
C-27C-28
C-29
C-15
C-102C-103
C-104
C-106C-107
C-108
C-109C-110
C-111C-112
C-113C-114
C-115
C-116
C-117
C-118C-119
C-120
C-121
C-122
C-123
C-124
C-125
C-126
C-127C-128
C-129C-130
C-131C-132
C-133C-134
C-135C-136
C-137C-138
C-139C-140
C-141C-142
C-143C-144
C-145C-146
C-157C-158
C-159
C-160
C-161C-162
C-163C-164
C-201C-202
C-203
C-204
C-205 C-6
C-207
C-208C-209
C-210
C-211
C-212C-213
C-214
C-216C-217
C-218
C-219
C-220
C-221
C-222
C-223C-224
C-225
C-226
C-227C-228
C-229
C-43C-44
C-49C-50
C-47
C-42
C-45C-46
C-48C-51
C-56
C-52C-53C-57
C-58C-59
C-54C-55
C-60
C-243C-244
C-249C-250
C-245C-246
C-251
C-256
C-252C-253
C-257C-258
C-254C-255
C-259
C-215
C-247
C-248
C-242
C-260
W-1
W-2
W-3
W-4
W-5
W-5
W-5
W-5
W-6
W-7
W-8
W-9
W-201
W-202
W-204
W-203
W-205
W-205
W-205
W-205
W-207
W-208
W-209
W-101W-102
W-104 W-103
W-105
W-106
W-107
C-105
C-101C-1
C-2C-3
C-4
C-5C-6
C-7
C-8C-9
C-10
C-11
C-12C-13
C-14
C-16C-17
C-18
C-19C-20
C-21
C-22
C-23C-24
C-25
C-26
C-27C-28
C-29
C-15
C-102C-103
C-104
C-106C-107
C-108
C-109C-110
C-111C-112
C-113C-114
C-115
C-116
C-117
C-118C-119
C-120
C-121
C-122
C-123
C-124
C-125
C-126
C-127C-128
C-129C-130
C-131C-132
C-133C-134
C-135C-136
C-137C-138
C-139C-140
C-141C-142
C-143C-144
C-145C-146
C-157C-158
C-159
C-160
C-161C-162
C-163C-164
C-201C-202
C-203
C-204
C-205
C-6C-207
C-208C-209
C-210
C-211
C-212C-213
C-214
C-216C-217
C-218
C-219
C-220
C-221
C-222
C-223C-224
C-225
C-226
C-227C-228
C-229
C-43C-44
C-49C-50
C-47
C-42
C-45C-46
C-48C-51
C-56
C-52C-53C-57
C-58C-59
C-54C-55
C-60
C-243C-244
C-249C-250
C-245C-246
C-251
C-256
C-252C-253
C-257C-258
C-254C-255
C-259
C-215
C-247
C-248
C-242
C-260
6'-3"
5'
4'
3'
3'-6"
5'-3"
5'
5'-6"
5'-3"4'-6"
3'
3'
6'-6"
5'
4'
3'
6'-6"
3'3'3'
6'-6"4'
3'
6'
3'
5'-6"
5'
4'
4'
3'
3'
4'-6"
5'-6"
4'-6"
4'5'-3"
3'
3'
6'-3"4'
3'
5'-6"
5'
6'-3"
3'
4'
5' 3'
6'-3"4'
3'
5'-1012 "
3'
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
20@7"C/C
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
3'
4'
( EXT. AT BOTT.)#
25@7"C/C
(B/W EXT. AT BOTT.)
#16@
7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
(B/W EXT. AT BOTT.)
#16@
7"C/C
(B/W EXT. AT BOTT.)
#12@
7"C/C
( EXT. AT BOTT.)#
12@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
(B/W EXT. AT BOTT.)#
12@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
D-39"
D-39"
D-39"D-39"
D-39"
D-45"
D-45"
#12@
7"C/C (B/W
EXT. AT BOTT.)
4'
3'-3"
3'-3"
3'-3"
RR
S S
TT
QQ
P P
M M
QQ
6'-3"
5'
4'
3'
3'-6"
5'-3"
5'
5'-6"
5'-3"4'-6"
3'
3'
6'-6"
5'
4'
3'
6'-6"
3'3'3'
6'-6"4'
3'
2'
6'
3'
5'-6"
5'
4'
4'
3'
3'
4'-6"
5'-6"
4'-6"
4'5'-3"
3'
3'
6'-3"4'
3'
5'-6"
5'
6'-3"
3'
4'
5' 3'
6'-3"4'
3'
2'
5'-1012 "
3'
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
20@7"C/C
( EXT. AT BOTT.)#
25@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
3'
4'
( EXT. AT BOTT.)#
25@7"C/C
(B/W EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
(B/W EXT. AT BOTT.)#
16@7"C/C
(B/W EXT. AT BOTT.)#
12@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
(B/W EXT. AT BOTT.)
#12@
7"C/C
( EXT. AT BOTT.)#
16@7"C/C
( EXT. AT BOTT.)#
12@7"C/C
D-39"
D-39" D-39"D-39"
D-39"
D-45"
D-45"
#12@
7"C/C (B/W
EXT. AT BOTT.)
4'
QQ
P P
M M
QQ
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
3'-3"
RR
S S
TT
W-1
W-2
W-3
W-4
W-5
W-5
W-5
W-5
W-6
W-7
W-8
W-9
W-201
W-202
W-204
W-203
W-205
W-205
W-205
W-205
W-207
W-208
W-209
W-101W-102
W-104 W-103
W-105
W-106
W-107 290'-1
12 "
103'-412"
5'
5'
5'
5'
5'
RAFT BOTTOM EXTRA REINFORCEM
ENT PLAN
#12@
7"C/C (B/W
EXT. AT BOTT.)
4'-6"
3'
4'-6"
( EXT. AT BOTT.)#
20@7"C/C
#16@
7"C/C (EXT. AT BOTT.)
5'4'
4'-6"
3'-6"
4'-3"
4'
5'
3'#
20@7"C/C
(EXT. AT BOTT.)
4'-3"
4'
3'
5'4'
4'-6"
3'-6"
3'-3"
3'-3"3'-3"
5'-412"
#25@
7"C/C (EXT. AT BOTT.)
( EXT. AT BOTT.)#
25@7"C/C
4'-6"4'-6"
3'9'
4'-6"3'
3'
3'3'4'-6"
(B/W EXT. AT BOTT.)#
12@7"C/C
D-39"
D-39"
D-39"
D-39"
UU
V V
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
30"
RAFT
SECTION AT U-U
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
39"EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C
R.C.C. WALL
AS/DETAILR.C.C. W
ALLAS/DETAIL
LIFT PIT
#32@
5"C/C
9"9"
#16@
7"C/C BOTH W
AYS
R.C.C. WALL
AS/DETAIL9"
#20@
4"C/C
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
30"
RAFT
SECTION AT M-M
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
39"EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C BOTH W
AYS
#16@
7"C/C
R.C.C. WALL
AS/DETAILR.C.C. W
ALLAS/DETAIL
UP TO
BASEMEN
T FLOOR LVL.
LIFT PITLIFT PIT
#32@
5"C/C BOTH W
AYS
9"
9"9"
9"
#16@
7"C/C BOTH W
AYS
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
30"
RAFT
SECTION AT V-V
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
5'-412 "
EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C BOTH W
AYS
#16@
7"C/C
R.C.C. WALL
AS/DETAIL
UP TO
BASEMEN
T FLOOR LVL.
LIFT PIT
#32@
5"C/C BOTH W
AYS
9"
9"
#20@
4"C/C
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
30"
RAFT
SECTION AT P-P
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
39"EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
#32@
5"C/C
30"
RAFT
SECTION AT Q-Q
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C39"
BOTH WAYS
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
39"EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C BOTH W
AYS
R.C.C. WALL
#16@
7"C/C
#16@
7"C/C BOTH W
AYS
30"
BRICK LINING
4"
39"
P.C.C. 1:4:8
30"
RAFT
SECTION AT S-S
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"
30"
30"
RAFT
30"
BOTH WAYS
#16@
7"C/C
39"
39"EARTH SIDE
PLUM CONCERETE
PLUM CONCERETE
#16@
7"C/C BOTH W
AYS
#16@
7"C/C
#16@
7"C/C BOTH W
AYS
30"
BRICK LINING
4"
P.C.C. 1:4:8
30"
RAFT
SECTION AT R-R
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
PIT SIDE
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"PLUM
CONCERETE
#16@
7"C/C BOTH W
AYS
CONC. GRADE:- M-30
STEEL GRADE:- Fe-500 D
39"
#16@
7"C/C BOTH W
AYS
30"
BRICK LINING
4"
P.C.C. 1:4:8
30"
RAFT
SECTION AT T-T
30"
#16@
7"C/CBOTH W
AYS#
16@7"C/C
EARTH SIDE
BOTH WAYS
#16@
7"C/C
39"
39"PLUM
CONCERETE
#16@
7"C/C BOTH W
AYS
39"
UP TO
BASEMEN
T FLOOR LVL.
AS/DETAILR.C.C. W
ALLAS/DETAIL
R.C.C. WALL
AS/DETAILR.C.C. W
ALLAS/DETAIL
R.C.C. WALL
AS/DETAIL
R.C.C. WALL
AS/DETAIL
UP TO
BASEMEN
T FLOOR LVL.
LIFT PIT
LIFT PITLIFT PIT
LIFT PITLIFT PIT
LIFT PITLIFT PIT
R.C.C. WALL
AS/DETAILR.C.C. W
ALLAS/DETAIL
LIFT PIT
R.C.C. WALL
AS/DETAILR.C.C. W
ALLAS/DETAIL
#32@
5"C/C BOTH W
AYS
#25@
5"C/C BOTH W
AYS
#25@
5"C/C BOTH W
AYS#
25@5"C/C
BOTH WAYS
9"9"
9"
9"9"
9"9"
9"9"
9"9"
9"
9"9"
9"9"
3'-9"
9"9"
#16@
7"C/C BOTH W
AYS
BUILDING DESIGNED FOR AAC BLOCKS
SECTION AT 1-1
MAIN REINFORCEM
ENT SHOWN ONLY
AT TOP #
16@7"C/C B/W
AT BOTTOM
#16@
7"C/C B/WP.C.C. 1:4:8
AT BOTTOM
#16@
7"C/C B/W
AT TOP #
16@7"C/C B/W
39"4"
RAFT TOP OUTER BARSPARALLEL TO Y- DIRECTION
RAFT BOTTOM OUTER BARS
PARALLEL TO Y- DIRECTION
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
AT BOTTOM
#16@
7"C/C B/W
AT TOP #
16@7"C/C B/W
11
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
AT TOP #
16@7"C/C B/W
AT TOP #
16@7"C/C B/W
AT TOP #
16@7"C/C B/W
AT TOP #
16@7"C/C B/W
AT BOTTOM
#16@
7"C/C B/WAT BOTTOM
#
16@7"C/C B/W
AT BOTTOM
#16@
7"C/C B/WAT BOTTOM
#
16@7"C/C B/W
RAFT TOP OUTER BARSPARALLEL TO Y- DIRECTION
RAFT TOP OUTER BARSPARALLEL TO Y- DIRECTION
RAFT BOTTOM OUTER BARS
PARALLEL TO Y- DIRECTIONRAFT BOTTOM
OUTER BARSPARALLEL TO Y- DIRECTION
39"
39"
39"
SECTION AT 1-1
MAIN REINFORCEM
ENT SHOWN ONLY
MAIN REINFORCEM
ENT SHOWN ONLY
MAIN REINFORCEM
ENT SHOWN ONLY
2. COLUMN LAYOUT SHALL BE DONE FROM
ARCHITECTURAL DRAWING
1. CONCRETE MIX SHALL BE M
-30 & STEEL GRADE SHALL BE Fe-500 DNOTE***:
45ØM
-30* W
ALL, COL & VERTICAL FACE OF ALL M
EMBERS
GIVEN BELOW UNLESS OTHERW
ISE STATED.
2. SPACER BARS:- SHALL BE 20MM
DIA AT MAX.
* REMOVAL OF PORPS UNDER SLAB----7 DAYS.
MENTIONED.
24 TO 48 HOURS.
4'-0"(1200 mm
) INTERVALS
SHALL BE PROVIDED OF 8Ø@8"C/C UNLESS OTHERW
ISE5. TIES OR DISTRIBUTION REINFORCEM
ENT IN THE SLAB
SPAN OVER TO 6.0 METER----21 DAYS.
SPAN UP TO 4.5 METER-----14 DAYS.
* BEAM SOFFITS (PROPS LEFT)-------7 DAYS.
* SLABS (PROPS LEFT UNDER)-------3 DAYS. 1 1/2"(40MM
.)
1 1/2"(40MM
.)
WHERE APPLICABLE
1 1/2"(40MM
.)(ON EARTH SIDE)
1"(25MM
.)ON W
ATER FACE
1"(25MM
.)
1. REMOVAL OF SHUTTERING:- THIS SHALL BE AS
GATE SHALL BE 3/4" UNLESS OTHERWISE STATED.
3. CLEAR COVER OF CONCRETE IN INCHES TO THE MAIN
2. GRADE OF CONCRETE SHALL BE M-30 CONFORM
ING
REINFORCEMENT UNLESS SPECIFIED OTHERW
ISE SHALL BE :-
1. NOMINAL SIZE OF CRUSHED STONE GRADED AGGR-
TO NOTICE
DIMENSION ONLY.
49Ø
57ØLdt
M-25
M-20
CONC.GRADE
MISCELLANEOUS
WITH RELEVANT ARCHITECTURAL AND SERVICE DRAW
INGANY DISCREPANCY SHOULD BE IM
MEDIATELY BROUGHT.
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION
1. ALL DIMENSION AND LEVEL ARE IN FEET,INCHES, AND M
M2. D0 NOT SCALE THIS DRAW
ING FOLLOW W
RITTEN
OTHER WALLS SHALL BE STOPPED 1/2" BELOW
4. ONLY LOAD BEARING W
ALLS ARE SHOWN IN PLAN
GENERAL NOTES:-
2AS Ø W
ITH CHARACTERISTIC STRENGTH 500 N/MM
CEMENT M
ORTER UNLESS OTHERWISE SHOW
N
CONFORMING TO IS 1786-1985, SHALL BE USED.
TO SUPPORT FOR TOP BARS SHALL BE AVOIDED.CLOSE TO M
ID SPAN FOR BOTTOM BARS &
CLOSE
1/3 OF BARS SHALL BE LAPPED AT ANY SECTION
2. LAP IN SLAB & BEAM
S OF SUPER STRUCTURE
REINFORCEMENT DETAILS
1. HIGH YIELD STRENGTH DEFORMED BARS M
ARKED
BARS SHALL BE AS FOLLOW. W
HERE Ø IS DIA OF BARS.
3. LAP SHALL BE STAGGERED SO THAT NO MORE THAN
4. LAP LENGTH FOR HEIGH YIELD STRENGTH DEFORMED
CONCRETE DETAILS
IN ARCHITECTURAL DRAWING.
SOFFIT OF BEAM/SLAB AND GAP FILLED W
ITH LEAN
BOTTOM
2"(50MM
.)
3/4"(20MM
.)
1"(25MM
.)
PRTICULAR
FOOTING
SLAB
COLUMNS
WATER TANK.
RETAINING WALL
SLAB & ROOF
SLAB OF
WALLS,FLOOR
BEAMS, LINTEL
TO IS 456-2000 UNLESS OTHERWISE NOTED.
TOP
1"(25MM
.)
2"(50MM
.)
1"(25MM
.)
2/3"(15MM
.)
SIDES
2"(50MM
.)
(IN SIDE)3/4"(20M
M.)
(EARTH SIDE)
LAP LENGTH FOR HYSD Fe500 D & M
30
8 mm
12 mm
16 mm
20 mm
25 mm
32 mm
10 mm
BAR DIA.Ldt+
10ØLdt
Column "L"
in Footing
Df = 39"
22"
12"
12"12"
15"18"
22"27"
29"35"
36"44"
45"55"
58"70"
18"22"
12"12"
12"
RAFT CONTINUES(MAIN) REINFORCEM
ENT DETAILS:1. RAFT BOTTOM
OUTER BARS PARALLEL TO Y- DIRECTION= #
16@7"C/C
2. RAFT BOTTOM INNER BARS PARALLEL TO X- DIRECTION=
#16@
7"C/C3. RAFT TOP OUTER BARS PARALLEL TO Y- DIRECTION=
#16@
7"C/C4. RAFT TOP INNER BARS PARALLEL TO X- DIRECTION=
#16@
7"C/C
RAFT THICKNESS = D-39" UNLESS SPECIFIED
40ØM
-35
TYPICAL DETAIL OF PADESTAL
4"
X=6"
4" 39"
PIT SIZE =AS M
ARKED IN DRAWING
P.C.C. 1:4:8
RAFT
P.C.C. 1:4:8
COLUMN RINGS #
8@4"C/C
AS/ COLUMN SCHEDULE
Y
XDIRECTION SYM
BOL
P.C.C. 1:4:8P.C.C. 1:4:8
P.C.C. 1:4:8
CADD DEVELOPED
SCALE-: N.T.S.
SITARAM
PROPOSED FLATS FOR "CAPITAL RIDGE"
REVISED RAFT FOOTING LAYOUT PLAN & DETAIL
PROJECT:
DRAWING TITLE:
B-1,ASHOK VIAHR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17
C-49,B-6 ,VIDYA APPARTMENT,PARAS M
ARG, NEAR JANTA STORE,BAPU NAGAR
PRIME TECH DESIGN CONSULTANTS
MOBILE: 94142 97788
STRUCTURAL CONS.
ARCHITECTS
SPACE GRID
JAN. 13/2015
DRAWING. NO.
DATE:
AT PLOT N0-1, SECTORE-8, ZONE-82 PRATAP NAGAR, SANGANER, JAIPUR
S-05 (R-1)
RAFT BOTTOM EXTRA REINFORCEM
ENT PLAN
( EXT. AT BOTT.)#
16@7"C/C
5'
5'
#20@
7"C/C (EXT. AT BOTT.)
#20@
7"C/C (B/W
EXT. AT BOTT.)
5'
#16@
7"C/C (EXT. AT BOTT.)
4'-9"
4'
4'
D-45"
( EXT. AT BOTT.)#
20@7"C/C
#16@
7"C/C (EXT. AT BOTT.)
5'
4'-9"
4'
4'
D-45"
D-45"
4'-6"4'
5'
(B/W EXT. AT BOTT.)
5'
4'-6"4'
#20@
7"C/C D-45"
4'-3" 4'-3"
4'-3"
D-45"
4'-3"
#20@
7"C/C (EXT. AT BOTT.)
#16@
7"C/C (EXT. AT BOTT.)
4'-3" 4'-3"
4'-3"
D-45"
PINS
SEC. AT (X-X)
#16@
7"C/C
45" XX
3'-6"
3'-6"3'-6"
3'-6"
TYPICAL SHEAR PINS DETAILS ATCOLUM
N C-123,C-124
PINS#
16@7"C/C
SHEAR PINS
D-45"
4'-6" 4'-6"
2' 2'
#16@
7"C/C (EXT. AT BOTT.)
#16@
7"C/C (EXT. AT BOTT.)
( EXT. AT BOTT.)#
16@7"C/C
(B/W EXT. AT BOTT.)
#12@
7"C/C
4'4'4'
(B/W EXT. AT BOTT.)#
12@7"C/C 4'
4'4'4'
(B/W EXT. AT BOTT.)#
12@7"C/C 4'
4'4'4'
(B/W EXT. AT BOTT.)#
12@7"C/C 4'
4'4'4'
(B/W EXT. AT BOTT.)#
12@7"C/C 4'
4'
4'-6"
( EXT. AT BOTT.)#
16@7"C/C
#20@
7"C/C (EXT. AT BOTT.)
SHEAR PINS
4'-6"
4'-6"
D-45"
![Assessing the Potential Benefits and Limits of Electric ...€¦ · have already been experiencing elevated levels of curtailment [2]. It is projected that the curtailment level will](https://static.documents.pub/doc/80x56/5f09d80a7e708231d428c301/assessing-the-potential-benefits-and-limits-of-electric-have-already-been-experiencing.jpg)