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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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CONCRETE WALL SCHEDULE TYPICAL BAR REINFORCEMENT LAP LENGTHS CONCRETE STRENGTH AND COVER SCHEDULE
BAR LAP LENGTH UNO CONCRETE COVER TO H BARS
WALL TYPE T(mm) V-BARS H-BARS U-BARS E-BARS TIES COLUMN TYPE
STRENGTH (f'c) U BARS AND TIES (mm)
12 EACH FACE AT 12 EACH FACE AT N12 LAPPED WITH - - N12 500
CW1 200 CW1 REFER SHEET 1.1 REFER SHEET 1.1
250max crs. . 200max crs. H-BARS N16 650
12 EACH FACE AT 16 EACH FACE AT N16 LAPPED WITH - N20 800 CW2 REFER SHEET 1.1 REFER SHEET 1.1
CW2 300 -
250max crs. 200max crs. H-BARS N24 950 - - -
- - - - -
- - - - -
NOTE:
1. V-BARS IN WALL SHALL BE SPACED EVENLY BETWEEN E-BAR NOTE:
GROUPS WITH A MAXIMUM SPACING AS SCHEDULED CONCRETE STRENGTH AND COVER REQUIREMENTS TO SILLS AND
LINTELS TO BE AS PER ADJACENT WALL.
REFER PLAN
4xE-BARS 2. T-BARS AND B-BARS IN LINTELS AND SILLS ARE TO EXTEND A LAP
STANDARD COGS UNDER
LENGTH BEYOND WALL OPENINGS TYPICAL OR, WHERE THIS IS
SLAB OR R.C BEAM TOP
NOT POSSIBLE, COG VERTICALLY AT END OF WALL. T
REINFORCEMENT
150
3. LIGS IN LINTELS AND SILLS SHALL BE SPACED EVENLY BETWEEN
EDGES OF OPENINGS TYPICAL.
LAP
TERMINATING WALL H-BARS
T
50max.
U-BARS
V-BARS
50max.
SLAB OR R.C BEAM
H-BARS 2xE-BARS, BEND DOWN AT ENDS U-BARS
LAP
REFER PLANS AND
DETAILS AND LAP WITH VERTICAL E-BARS SELECT BARS FOR `TERMINATING
V-BARS V-BARS WALL' FROM WALL SCHEDULE
V-BARS or `U' BAR CLOSERS TO
E-BARS MATCH AND LAP WITH
LAP
V-BARS OR E-BARS
H-BARS, U-BARS OR
T
T
TIES
H-BARS, U-BARS OR TIES
SECTION - WALL TERMINATING V-BARS or E-BARS CONTINUOUS WALL H-BARS
4xE-BARS
PLAN - WALL AT END SELECT BARS FOR `TERMINATING
WALL' FROM WALL SCHEDULE
T
SECTION - WALL NO
-
SLAB OVER PLAN - WALL AT 'T' INTERSECTION
V-BARS or E-BARS T
H-BARS, U-BARS 4xE-BARS.
I.J. ALL ROUND. OR TIES WHERE WALL TYPES DIFFER,
SELECT LARGEST BAR SIZE H-BARS
10 ABELFLEX & SEALANT
(TYPICAL) FROM WALL SCHEDULE
STARTER BARS TO MATCH AND LAP
LAP
WITH V-BARS OR E-BARS TYPICAL U-BARS H-BARS U-BARS
LAP
V-BARS 2xE-BARS
max.
50
T
LAP
T
T
V-BARS V-BARS
LAP
4xE-BARS V-BARS 1
U-BARS
TIES -
FOOTING REFER DETAILS STANDARD COGS OVER
ON FOOTING PLAN FOOTING BOTTOM H-BARS < 1200
(WHERE APPLICABLE) REINFORCEMENT REFER PLAN OR ARCHITECT FOR
DIMENSIONS TYPICAL
T
SECTION - WALL STARTING AT FOOTING PLAN - WALL AT CORNER PLAN - WALL AT 'L' INTERSECTION TERMINATING
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONCRETE WALL DETAILS
2.5
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
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