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Schedule of Columns:: Typical Wall Footing Detail Plan

The document contains details for column and wall foundations including: - Column C1 has 10mm diameter vertical bars spaced at 400mm with 10mm diameter ties at 300mm. It has reinforcement bars and ties. - Typical wall footings have 10mm diameter horizontal and vertical bars at 600mm spacing with reinforcement bars and 10mm diameter ties at 300mm. - Hollow concrete blocks are used with gravel fill. Reinforcing details are provided for column and wall foundations.

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100% found this document useful (1 vote)
2K views1 page

Schedule of Columns:: Typical Wall Footing Detail Plan

The document contains details for column and wall foundations including: - Column C1 has 10mm diameter vertical bars spaced at 400mm with 10mm diameter ties at 300mm. It has reinforcement bars and ties. - Typical wall footings have 10mm diameter horizontal and vertical bars at 600mm spacing with reinforcement bars and 10mm diameter ties at 300mm. - Hollow concrete blocks are used with gravel fill. Reinforcing details are provided for column and wall foundations.

Uploaded by

chill chill
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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COLUMN LINE 10MMØ VERT.

BARS
SPACED @ 400MM O.C. SCHEDULE OF COLUMNS:
3000
10MMØ TIES
@ 300MM O.C. CHB C1
NGL 200

10MMØ HOR. & VERT.


BARS @ 600MM O.C.B.W.

300
3-12MMØ RSB CONT. BARS 2-12MMØ
WITH 10MMØ TIES SPACED @ CONT. BARS
300MM O.C.
10MMØ TIES
A @ 300MM O.C.

REBARS:
CHB 4 PCS. - 16MMØ
TIES: 10MMØ
3@50, 4@100, REST
@200
2 PLAN PLAN SECTION
S-2/5 SCALE 1:20 M

LINTEL BEAM 200X150 W/


2 OF 10MMØ HOR. BARS
4 TYPICAL WALL FOOTING DETAIL
S-4/5 NTS
200

HOLLOW BLOCKS
4''X16''X8" NGL NGL

10MMØ VERT.
BARS @ 400 MM O.C.

D
T

T
10MMØ HOR.
BARS @ 600 MM
GRAVEL FILL GRAVEL FILL

SECTION SECTION
3000

2800

16MMØ VERT. BARS


3850

Y
USE 10MMØ TIES
3@50,3@100 REST
@200

10MMØ TIES
@200MM O.C. X X
2-12MMØ RSB CONT. BARS
WITH 10MMØ TIES SPACED PLAN PLAN
NGL
@200 O.C. F1 F2
400

5 FOOTING DETAIL
600

S-5/5 NTS
850

5-12MMØ
200

5-12MMØ

SCHEDULE OF FOOTINGS
250

FOOTING X (MM) Y (MM) T (MM) D (MM) REBARS ALONG X REBARS ALONG Y

F1 900 900 250 850 5 - 12 MM 5 - 12 MM


3 BAY SECTION THRU A"-A" F2 900 900 250 850 5 - 12 MM 5 - 12 MM
A-3/5 SCALE 1:20 M

SHEET CONTENTS SHEET NO.


PROJECT PROPOSED FENCING GIL W. DARIA AS SHOWN

PRC NO: ISSUED ON: 1 / 27 / 2021


S-2/3
PTR NO: ISSUED AT: ZAMBOANGA CITY
ARCHITECT/ENGINEER
LOCATION GOV. CAMINS AVE, ZAMBOANGA CITY, PHILIPPINES 7000 OWNER'S APPROVAL
3 3

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