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Final Ro Compound Wall

The document outlines the structural layout and details for a compound wall as part of the Pickle Ball Academy project, including specifications for materials, dimensions, and reinforcement requirements. It emphasizes the use of M25 concrete, high strength deformed bars, and proper construction practices under supervision. Additionally, it includes notes on seismic design provisions and the necessity for clarity in dimensions and construction methods.

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Sahil Dudakiya
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11 views1 page

Final Ro Compound Wall

The document outlines the structural layout and details for a compound wall as part of the Pickle Ball Academy project, including specifications for materials, dimensions, and reinforcement requirements. It emphasizes the use of M25 concrete, high strength deformed bars, and proper construction practices under supervision. Additionally, it includes notes on seismic design provisions and the necessity for clarity in dimensions and construction methods.

Uploaded by

Sahil Dudakiya
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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Center

L line of wall

8-8Tmm THRU

8Tmm @ 150 C/C

4"
R.C.C. COPING
14"X4" TK.

Max 5'-0"
OUT SIDE
1" EXPANSION JOINT
9" TH. WALL 14" Dia X 9"
14"TK. BRICK COL.
6" 6" DET 'A' Pile (TYP.) @ 8' C/C
IN SIDE
9"TK. BRICK WALL
9"
10' C/C 10" 10' C/C 10' C/C 10' C/C 10' C/C

10" 8T @ 6" C/C

INTERNAL ROAD LVL. 8-8T


82'
X

4"
14"

Max 2'
1" EXPANSION JOINT

1" EXPANSION JOINT 9" 9"


9" TH. WALL 9" X 14" X 18"
75mm diameter weep hole
DET 'A' BRICK COL. (TYP.) 9"X14" BRICK COL.

1'
EXISTING GROUND LEVEL

14"

14"

14"

6"
3-12T+2-10T at TOP
10' C/C 10' C/C 10' C/C 10' C/C 10' C/C

10"
10" Rings 8T @150 c/c 2-8T
82'
4-leg HORI.RINGS

18"
X
5-12T at bottom
6"

6 3"
P.C.C. 1:4:8

1" EXPANSION JOINT

9"
9"

RINGS
8T@6"c/c
14"

MAIN STEEL
10" 6-12T

20'
Pile P1

14" dia

14"Ø PILE P1
MAIN STEEL RINGS
6-12T 8T@6"c/c

3"
7. Not more than half the column bars shall be lapped at a section.
DRAWN BY : PANKAJ
8. All reinforcement shall be placed and maintained in the position shown
1. All Concrete grade shall be M25 and all concrete shoule be machine mixed
in the drawings by providing proper cover block, spacers, supporting bars etc.
STRUCTURAL LAYOUT AND
and vibrated U.N.O.
2. For all general notes refer drawing no.G-01& G-02. 9. Incorporating ductility provisions for seismic design as per is:13920-1993 128, Azad Sociaty,202 Sarthi Apartment, CHECKED BY : M.G.S DETAILS OF COMPOUND WALL
Ambawadi, Ahmedabad-380015
3. Layout dimension to be checked with arch. drg. & if any ambiguity
is there,contact design engineer prior to proceed.
10. Lap length shall be 50 times the diameter of bars in column.
Mobile : 98253 39069 FOR MAXIMUM 2'6" to 4' FILLING
11. Any ambiguty shall be brought to the notice to the designer before APPROVED BY : PANKAJ
6. Reinforcement shall be high strength deformed bars of grade fe : 500 E-mail : mitesh_612@yahoo.com
commencement.
conforming to is : 1786-1985. 12. All construction activities shall be carriedout under the supervision of
site engineer. PROPOSED WORK FOR ISSUED FOR : EXCAVATION DRG. NO. : F-A-02
PICKLE BALL ACADEMY PROJECT
REV. DATE DESCRIPTION COPY SCALE : 1:1OO DATE : 22/05/25 REVISION : R0

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