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A B C A B C: (Sub Structure)

The document contains detailed structural drawings and specifications for a building's substructure, including dimensions and materials for various components like beams, floors, and bars. It outlines the arrangement of reinforcement bars and their placements, as well as the scale for construction. The document serves as a technical reference for construction and engineering purposes.

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Titan Aethel
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46 views1 page

A B C A B C: (Sub Structure)

The document contains detailed structural drawings and specifications for a building's substructure, including dimensions and materials for various components like beams, floors, and bars. It outlines the arrangement of reinforcement bars and their placements, as well as the scale for construction. The document serves as a technical reference for construction and engineering purposes.

Uploaded by

Titan Aethel
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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(Sub Structure)

TOP BAR
TOP BAR
A B C
A B C 13'-2" 18'-10"

7"
13'-2" 18'-10"
CHAIR

3"
7"

CHAIR
3"

2 TM T 1 6 Ø[TH.]
2 TM T 1 6 Ø[TH.]
L vl . 38 '-10"
2 TM T 1 6 Ø[TH.]
BOTTOM BAR
2 TM T 1 6 Ø[TH.] TOP
BOTTOM BAR CL

3"
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] FL OOR
L vl . 38 '-10" BEAM
TOP
3"

3"
FL OOR 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
BEAM

9"x12" Upper Lvl


3"

2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]


8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C

Tie Beam

Condition
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C
4 '-0"
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
4 '-0"
2 TM T 1 6 Ø[TH.]
5 '-7"
2 TM T 1 6 Ø[TH.]
2 TM T 1 6 Ø[TH.] 5 '-7"
2 TM T 1 6 Ø[TH.] CHAIR DETAIL CHAIR DETAIL
4 '-0"
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
4 '-0"
2 TM T 1 6 Ø[TH.]
5 '-7"
2 TM T 1 6 Ø[TH.]
2 TM T 1 6 Ø[TH.] 5 '-7"
2 TM T 1 6 Ø[TH.]
L vl . 29 '-6"
TH IRD
FL OOR
1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.]
CHAIR DETAIL CHAIR DETAIL SCALE:1"=2'0"
L vl . 29 '-6" 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] BEAM
TH IRD
FL OOR
BEAM
2 TM T 1 6 Ø[TH.]
1 TM T 1 2 Ø[EX.]
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
1 TM T 1 2 Ø[EX.]
2 TM T 1 6 Ø[TH.]
1 TM T 1 2 Ø[EX.]
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
1 TM T 1 2 Ø[EX.] SCALE:1"=2'0"
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.]

MAIN BAR
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C

8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C
4 '-0" 4 '-0" 5 '-7" 2 TM T 1 6 Ø[TH.] 5 '-7" MAIN BAR

Ø
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
L vl . 20 '-2" 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.]
9"
GL.
4 '-0" 4 '-0"
Ø

5 '-7" 5 '-7"
2 TM T 1 6 Ø[TH.] S EC OND
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
FL OOR
L vl . 20 '-2" 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] BEAM
S EC OND 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.]
FL OOR
BEAM
3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.]
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C

m h ic
Tie Beam

in h
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C
4 '-0" 4 '-0"

(w
5 '-7"

80 m h r is
5 '-7" 2 TM T 1 6 Ø[TH.]

im ev
m h ic

2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]


in h

L vl . 10 '-10" 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.]

u e
or oo gre
1 TM T 1 6 Ø[EX.]
(w

80 m h r is

4 '-0" 4 '-0" 5 '-7"


5 '-7"
im ev

2 TM T 1 6 Ø[TH.] FIR ST

10 k le ate
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] FL OOR
u e
or oo gre

L vl . 10 '-10" 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] 1 TM T 1 6 Ø[EX.] BEAM

Ø n r)
3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.]
10 k le ate

FIR ST
FL OOR
Ø n r)

BEAM

STIRRUP
3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.] 3 TM T 1 6 Ø[TH.]

gth
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C

STIRRUP
gth

8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C
4 '-0" 4 '-0" 5 '-7"
5 '-7"
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]

One Layer Flat Brick Soling


2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.]
L vl. 1' -6" 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.]
4 '-0" 4 '-0" 5 '-7"
5 '-7" FOOTING
2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] 2 TM T 1 6 Ø[TH.] P L INTH

(Sub Structure)
L vl. 1' -6" 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] 1 TM T 1 2 Ø[EX.] BEAM
FOOTING
P L INTH 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.]
DETAIL A-135°HOOK DETAIL END HOOKS OF STIRRUPS ARE
DETAIL A-135°HOOK DETAIL
BEAM

3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.] 3 TM T 1 2 Ø[TH.]


8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C
END HOOKS OF STIRRUPS ARE FOR STIRRUPS & TIES LOCATED ALTERNATELY AT TOP
8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C 8Ø-4" C/C 2 LE GGE D 8Ø-6" C/C 8Ø-4" C/C

FOR STIRRUPS & TIES LOCATED ALTERNATELY AT TOP CORNER BAR OF THE SECTION
A B C CORNER BAR OF THE SECTION SCALE=NTS
A B C SCALE=NTS

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