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Architecturals 29.03.23
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
TO SCALE ON A2
N3 BRACING SCHEDULE A - RESISTENCE REQUIRED = 108.22kN
Timber List - 70mm Frame
BRACING BRACING VALUE
ID LENGTH RESISTANCE Wall Framing T2 Treated - Seasoned Pine
TYPE ( kN/m )
A - 01 600 Ply Brace 600 3.400 2.040 Top Plate
2/70x35 MGP12
- Load Bearing
A - 02 1800 Ply Brace 1,800 6.000 10.800
(A) 77.3 m2 x 1.4 = 108.22kPa A - 03 2700 Ply Brace 2,700 6.000 16.200 Top Plate
(B) 48.1 m2 x 1.4 = 67.34kPa - Non Load Bearing
70x35 MGP10
A - 04 1800 Ply Brace 1,800 6.000 10.800
A - 04 900 Ply Brace 900 6.000 5.400
A - 05 900 Ply Brace 900 6.000 5.400 Bottom Plate NLB 70x35 MGP10
A - 06 900 Ply Brace 900 6.000 5.400 Stud 70x35 MGP10 @ 450 CTRS FOR TRUSS SPAN
- Load Bearing <6.0m
A - 07 1800 Ply Brace 1,800 6.000 10.800 2/70x35 MGP12 @ 600 CTRS FOR TRUSS SPAN
<6.0m
A - 08 1800 Ply Brace 1,800 6.000 10.800
A - 09 900 Ply Brace 900 6.000 5.400 Stud
70x35 MGP10 @ 450 CTRS 3000 MAX. HEIGHT
- Non Load Bearing
A - 10 900 Ply Brace 900 6.000 5.400
Nogging 70x35 MGP10, MAX 1350 CTRS
A - 11 900 Ply Brace 900 6.000 5.400
Elevation A Elevation B A - 12 900 Ply Brace 900 6.000 5.400 ENGINEERED DESIGNED ROOF TRUSSES @ 600
Roof Framing CTRS
Scale Scale
A - 13 900 Ply Brace 900 6.000 5.400 ENGINEERED DESIGNED ROOF TRUSSES @ 600
Roof Battens CTRS
A - 14 900 Ply Brace 900 6.000 5.400
110.040 Lintels & Beams AS PER FRAME MANUFACTURERS DETAILS
Dimensions A Main Roof
Dimensions A Main Roof
N3 - BRACING SCHEDULE B - RESISTENCE REQUIRED = 67.34kN Fixing List Sheet roof
BRACING BRACING VALUE
ID LENGTH RESISTANCE Fixing of: Table No: Method:
TYPE ( kN/m )
B - 01 1800 Ply Brace 1,800 6.000 10.800 9.25
Roof Batten 1/75 No. 14 Type Screw into 70x25 Batten
C
B - 02 1800 Ply Brace 1,800 6.000 10.800 9.21 30x0.8 Gal. Looped strap with 4/2.8Ø nails each
Girder Truss end
B - 03 1800 Ply Brace 1,800 6.000 10.800 D
Truss to Wall 9.21
B - 04 900 Ply Brace 900 6.000 5.400 Frame
Framing anchor with 4/2.8Ø nails per fixing
B
B - 05 800 Ply Brace 800 3.400 2.720 Lintels/Beams to 9.20 M12 Rod each end
B - 06 800 Ply Brace 800 3.400 2.720 Studs C M12 Bolt to Lintel within 100mm of each Truss
CEI
LING B - 07 900 Ply Brace 900 6.000 5.400
BRA
CIN B - 08 900 Ply Brace 900 6.000 5.400
G 9.19
M12 ROD @1200 CTRS MAX. C/C. ALSO ALL
1800 B - 09 1800 Ply Brace 1,800 6.000 10.800
Top Plate to Floor CORNERS, JAMBS, & ENDS. NB: FOR ALL
800 800 C WALL SUPPORTING JACK TRUSSES ONLY
B - 01 HD BOLT SPACINGS CAN BE INCREASED TO
B - 06 B - 05 B - 10 1800 Ply Brace 1,800 6.000 10.800 1800 C/C
75.640
GHWS
BRACING LEGEND
900
A - 03
ALL BRACING AND TIE DOWN TO COMPLY WITH A.S. 1684.3-2010
2700
TYPE C - GALVANISED STEEL ANGLE BRACE IN ACCORDANCE WITH A.S. 1684.3-2010
B - 07 MANUAL, TABLE 8.18,
A - 05
FIGURE (c) = 1.5kN/M
900
A - 11
TYPE H - STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.3-2010
900
A - 07
1800
MANUAL, TABLE 8.18,
FIGURE (h) = 6.0 kN/M
* PLY BRACING PANELS LESS THAN 900mm LONG TO A MINIMUM WIDTH OF 600mm, TO
HAVE 1/M12 ROD AT EACH END IN ACCORDANCE WITH A.S. 1684.2010 CLAUSE 8.3.6.5
A - 02
PLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL
1800
BRACING" LIMIT STATE DESIGN MANUAL, TABLE 1: MINIMUM FASTENER SPECIFICATION
BRICK PIERS IN ACCORDANCE WITH "BRICK DEVELOPMENT RESEARCH INSTITUTE" CLAY
BRICK CONSTRUCTION DETAILS. VOLUME No 1, TABLE 12 = 1.5kN/M IN EACH DIRECTION
M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE B = 6.0kN/M
1800 M4(C) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE H = 9.0kN/M
B - 02 DOUBLE SIDED BRACING REQUIRES M16 RODS EACH END
A - 12
NOTE:
900
TIE DOWN AND BRACING TO COMPLY WITH AS1684.3-2010
A - 10
A - 09
- PROVIDE 2 STUDS UNDER EACH END OF TG'S & GT'S EDGE NAILING OF PLY BRACING TO
900
900
BE AT 50mm CENTRES, PANELS GREATER THAN 600mm WIDE HAVE TIE DOWN RODS.
- M12 RODS TO BRICK PIERS TYPICALLY.
- TYPE C = GALVANISED STEEL ANGLE = 1.5kN / MTR
900 - TYPE H = STRUCTURAL PINE PLY 7mm OR F27 4mm
WITH ANCHOR BOLTS AND NAILING AT 50mm CENTRES TOP & BOTTOM.
A - 01
B - 08
600
ALL DESIGN CONSTRUCTION & MATERIALS TO BE
A - 08
A - 04
IN ACCORDANCE WITH:
B 67.34kN
1800
1800
THE NATIONAL CONSTRUCTION CODE (NCC); THE BUILDING CODE OF
A - 06
A - 04
required
900
900
AUSTRALIA (BCA); THE QUEENSLAND DEVELOPMENT CODE (QDC);
BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
CURRENT ISSUES OF AUSTRALIAN STANDARDS
A - 13
C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2023\MAROOCHYDORE\LOT 2 #69 GRADYS LANE, KIN KIN - 2GRADYS\CADS\LOT 2 #69 GRADYS LANE NEW.pln
1800 CURRENT MANUFACTURERS SPECIFICATIONS & INSTALLATION DETAILS
900
900 1800 FOR MATERIALS USED
B - 09 B - 04 B - 03
A - 14
900
A 108.22kN
required
MB
1800
B - 10
Bracing Plan
Scale 1:100
Copyright No ce: All house plans produced by the builder Notes: Madden Developments Pty Ltd Client Drawing name:
REVISION CONSTRUCTION PLAN SET Wind class: Flood level: Scale:
and the informa on contained within these documents are the exclusive
property of the builder. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Katie Baker Bracing Plan CONSTRUCTION PLAN SET 29/03/23 N3 TBC TBC 1:100 @A3
@A2
or reproduced, in part or in whole in any form or by any method without Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
LOT 2 #69 GRADYS LANE, KIN KIN TBC TBC
dimensions are in millimeters unless noted otherwise. 107 Sugar Road Maroochydore QLD 4558,
N
the express wri en consent of the builder. The house plans
provided by the builder are only to be constructed by Stroud Homes. Setout dimensions shall be verified on site prior to any Phone: 07 5444 2521
CONSTRUCTION A0.7
work being carried out. Any problems shall be directed Email: [email protected]
QLD 4571 Design: MONTEGO 287 Proj. No. 2GRADYS
Plot date:
GSPublisherVersion 0.75.100.100
to the builder for clarification & correction 29/03/2023
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