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Rabindra Sah-Model2

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0% found this document useful (0 votes)
15 views1 page

Rabindra Sah-Model2

Uploaded by

sanjayshah8380
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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N

1 2 3 For Official Use Only


1 2 3 1 2 3 1 2 3
1 2 3

A A
A A A A A A B1,B2&B3 B1,B2&B3
TB1 TB1 TB2 TB2

B1,B2&B3
C1 C1 C1
F1 F2 F3
A A TB1 TB2
C1 C1 C1 TB1 TB2

B1,B2&B3
TB2 B1,B2&B3

B1,B2&B3
C1
B B
B C1
B B B B B

B1,B2&B3
TB1 TB1 TB2 TB2
C1 C1
F4 F4 B B TB1 TB2
TB1 TB2
B1,B2&B3
TB1 TB1 TB2 TB2 c c
C1 C1 C1 c c c c
c c
C1 C1 C1
CF5 F4 c c

1 2 3
1 2 3 1 2 3 1 2 3
SIZE OFCOL=12"x12" 1 2 3
COLUMN PLAN SIZE OFCOL=12"x12" SIZE OF BEAM TB=10"X10" SIZE OF BEAM B1,B2&B3(BXD)=10"x14"
SCALE 1"=8'-0" COLUMN PLAN PLINTH TIE BEAM LAYOUT SIZE OF BEAM TB=10"X10" BEAM,FIRST,SEC & THIRD FLOOR BEAM
SCALE 1"=8'-0" SCALE 1"=8'-0" PLINTH TIE LAYOUT LAYOUT
SCALE 1"=8'-0" SCALE 1"=8'-0"

12Ø bars @ 5" c/c at bottom 12Ø bars @ 5" c/c at bottom
L both ways L both ways L
1'-0"
l l l

6"

6"

6"
6" 6" 6"

9"

9"
12Ø bars @ 5" c/c at bottom 1'-0" 1'-0"
L X X X X
l

B
b

b
BARSA
'A
'SPER
SCHEDULE

4-16Ø
y y
s
B
b

COMBINED FOOTING PLAN


SCHEDULE
s
'SPER
'A
BARSB

F3 2-12Ø STRAP BEAM DETAIL(F1 - F2-F3) SCALE:1"=4'-0"


SCALE:1"=4'-0"
distance
1'-6"

4-16Ø
10" 10"
COLUMN FOOTING PLAN 10" 10" 10" plinth tie beam 6-16Ø bars plinth tie beam 6-16Ø bars
SCALE:1"=4'-0"
V 8Ø @ 6"c/c
plinth level plinth tie beam plinth tie beam plinth level plinth tie beam plinth level plinth level plinth level
6-16Ø bars 6-16Ø bars 6-16Ø bars

12"
9"
1'-2"

H2
ground level ground level

H2
ground level
1'-0" ground level ground level ground level ground level
V
STRAP BEAM SECTION AT S-S SEE REINF DETAIL
SCALE:1"=1'-0" SEE SECTION DETAIL
plinth level plinth tie beam 8mm Ø ties

H1
6-12Ø bars 8Ø@4"c/c 8Ø @ 5"c/c 8Ø@4"c/c 8Ø@4"c/c @5"c/c
SEE REINF DETAIL

H
9"

H
H2

ground level ground level 2'-6" 2'-6" 2'-6"

H1
S
1'-8"

D
1'-6"
2'-6"
8Ø@4"c/c
H1
H

3" p.c.c (1:3:6)


s foundation tie beam 1 layer flat brick soling 12mmØ bars @5"c/c
9"

2"
(9"x9")
6-12Ø bars
12Ø -5" c/c
2" l 2"
S
2"
12Ø -5" c/c
l 2" 2"
12Ø -5" c/c
l 2"
SECTION AT X-X (CF5) bothways(bottom)
1'-8" 1'-8" L L L SCALE:1"=4'-0"
D1

3"

3" p.c.c (1:3:6)


1 layer flat brick soling

2" l 2"
SECTION AT Y-Y
L SCALE:1"=4'-0"

SECTION AT Y-Y
SCALE:1"=4'-0"

Owner Signature

MRS. Laxam Sah


DESIGNATION

CIVILWORKS CONSULT pvt. ltd.


BUILDING TYPE LOCATION

Residential RAJBIRAJ-1 SAPTARI


PLOT NO. AREA

4/3 & 4/4 1 DHUR 5 KANAI

DESIGN BY DRAWN BY CHECKED BY

DWG. TITLE SHEET NO.


SITE PLAN, FLOOR PLANS,
LOCATION PLAN, ELEVATIONS, SECTION A/1
DATE SCALE N.E.C. REG NO. / CLASS
1" = 8'- 0" 6906 'A'
2076-01-2

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