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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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INDICATES TYPICAL BRACING WALL INDIC
CONNECTION TO TRUSS BOTTOM 100 MAX. 1200 MAX. 100 MAX. CONN
INDICATES TYPICAL BRACING
100 MAX. 1200 MAX. 100 MAX. CHORD, BLOCKING OR JOIST. REFER CHOR
WALL CONNECTION TO TRUSS 50 MAX.
DETAILS. (EXTEND TIE DOWN ROD DETA
x x
MIN.
BOTTOM CHORD, BLOCKING OR 50 MAX.
x
10
THROUGH BLOCKING AS REQUIRED). THRO
MIN.
x x x
10
JOIST. REFER DETAILS.
50 MAX. FOR M12 GRADE 4.6 RODS WITH FULL
50 MAX. FOR
HORIZONTAL STRENGTH COUPLER TO END
HORIZONTAL
BUTT JOINTS BOLTS/ANCHORS ONLY AS SHOWN.
BUTT JOINTS
BUTT JOINTS
BUTT JOINTS
FOR VERT.
150 MAX.
FOR VERT.
150 MAX.
150 MAX.
150 MAX.
150 MAX.
150 MAX.
10 MIN.
10 MIN.
10 MIN.
10 MIN.
STRUCTURAL PLYWOOD
STRUCTURAL PLYWOOD SHEET BRACING FIXED 10 MIN.
10 MIN.
300 MAX.
300 MAX.
SHEET BRACING FIXED TO STUDS WITH
300 MAX.
300 MAX.
TO STUDS WITH 30x2.8mm GALV M.S.
30x2.8mm GALV M.S. FLATHEAD NAILS
FLATHEAD NAILS
100 MAX. 100 MAX.
10 MIN.
B2 BOTTOM PLATE TO BE
10 MIN.
100 MAX. 100 MAX.
90x45 OR 2/90x35
M12 BOLTS/ANCHORS 50 MAX.
50 MAX.
TO ENDS OF SHEETED 150
M12 BOLTS/ANCHORS M12 BOLTS/ANCHORS AT 900 WALLS. ADDITIONAL BOLTS AT SLAB EDGES.
TO ENDS OF SHEETED 150 M12 BOLTS/ANCHORS AT 900
MAX. INTERMEDIATE CENTRES REFER TYPICAL B2 TO SLAB EDGE
WALLS. ADDITIONAL BOLTS AT MAX. INTERMEDIATE CENTRES DETAILS.
900 MIN. SLAB EDGES. REFER TYPICAL
B2 TO SLAB EDGE DETAILS. 600 MIN.
B1 = 5.2 kN/m (SHEETED ONE SIDE) NOTE FOR ENGINEER B2 = 9.0 kN/m (SHEETED BOTH SIDES) NOTE FOR ENGINEER
BASED ON:
BASED ON:
JD5 TIMBER FRAME
STRUCTURAL PLYWOOD SHEET BRACING WALLS
STRESS THICKNESS OF PLYWOOD FOR WALL HEIGHT FACTOR TIMBER GROUP FACTOR
GRADE STUD CRS. IN mm WALL HEIGHT (m) FACTOR JD4 1.125
450 600 3.0 0.9 JD5 1.0
F8 7 9
3.3 0.8
F11 6 7 3.6 0.75
F14 4 6 3.9 0.7
F27 4 4.5 4.2 0.64
NOTE - THESE CAPACITIES ARE BASED ON A MAXIMUM
BRACING WALL HEIGHT OF 2.7m. FOR WALL HEIGHTS ALL ANCHORS TO BE GRADE 5.8/S RAMSET
GREATER THAN 2.7m, REFER TO THE WALL HEIGHT REO 502 CHEMSET WITH 50mm WASHERS U.N.O
FACTOR TABLE.
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: BRACING DETAILS
7.1
.
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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