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Architectural Plans 07.12.21
Plans and drawings
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Log in to see the plans as drawn Timber List - 70mm Frame
Wall Framing T2 Treated - Seasoned Pine
Top Plate
2/70x35 MGP12
(A) 25.6 m2 x 1.4 = 35.84kPa - Load Bearing
(B) 18.1 m2 x 1.4 = 25.34kPa Top Plate
70x35 MGP10
- Non Load Bearing
N
ITIO
IGN
OPENINGS
Bottom Plate NLB 70x35 MGP10
Stud 70x35 MGP10 @ 450 CTRS FOR TRUSS SPAN
- Load Bearing <6.0m
2/70x35 MGP12 @ 600 CTRS FOR TRUSS SPAN
<6.0m
Stud
70x35 MGP10 @ 450 CTRS 3000 MAX. HEIGHT
- Non Load Bearing
Nogging 70x35 MGP10, MAX 1350 CTRS
ENGINEERED DESIGNED ROOF TRUSSES @ 600
Roof Framing CTRS
ENGINEERED DESIGNED ROOF TRUSSES @ 600
Roof Battens CTRS
900 900 Lintels & Beams AS PER FRAME MANUFACTURERS DETAILS
B - 01 B - 02 Dimensions A Main Roof
A - 07
900
Dimensions A Main Roof
Fixing List Sheet roof
Fixing of: Table No: Method:
9.25
A - 01A - 02
Roof Batten 1/75 No. 14 Type Screw into 70x25 Batten
900 900
C
900 9.21 30x0.8 Gal. Looped strap with 4/2.8Ø nails each
Girder Truss
B - 03
B 25.34kN
required Truss to Wall
D
9.21
end
Framing anchor with 4/2.8Ø nails per fixing
Frame B
Lintels/Beams to 9.20 M12 Rod each end
Studs C M12 Bolt to Lintel within 100mm of each Truss
A - 04A - 05
900 900
A - 03
M12 ROD @1200 CTRS MAX. C/C. ALSO ALL
A - 06
9.19
900
900
Top Plate to Floor CORNERS, JAMBS, & ENDS. NB: FOR ALL
C WALL SUPPORTING JACK TRUSSES ONLY
HD BOLT SPACINGS CAN BE INCREASED TO
1800 C/C
900 900
B - 04 B - 05 BRACING LEGEND
ALL BRACING AND TIE DOWN TO COMPLY WITH A.S. 1684.3-2010
TYPE C - GALVANISED STEEL ANGLE BRACE IN ACCORDANCE WITH A.S. 1684.3-2010
MANUAL, TABLE 8.18,
Bracing Plan FIGURE (c) = 1.5kN/M
TYPE H - STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.3-2010
MANUAL, TABLE 8.18,
Scale 1:100 FIGURE (h) = 6.0 kN/M
* PLY BRACING PANELS LESS THAN 900mm LONG TO A MINIMUM WIDTH OF 600mm, TO
A 35.84kN
required
HAVE 1/M12 ROD AT EACH END IN ACCORDANCE WITH A.S. 1684.2010 CLAUSE 8.3.6.5
PLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL
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
D:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2021\LOT 6 #39 GILSONS ROAD, COOTHARABA - 6GIL\CADS\LOT 6 #39 GILSONS ROAD.pln
M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE B = 6.0kN/M
M4(C) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4
PRODUCT MANUAL TYPE H = 9.0kN/M
N3 BRACING SCHEDULE A - RESISTENCE REQUIRED = 35.84kN N3 - BRACING SCHEDULE B - RESISTENCE REQUIRED = 25.34kN DOUBLE SIDED BRACING REQUIRES M16 RODS EACH END
BRACING BRACING VALUE BRACING BRACING VALUE NOTE:
ID LENGTH RESISTANCE ID LENGTH RESISTANCE TIE DOWN AND BRACING TO COMPLY WITH AS1684.3-2010
TYPE ( kN/m ) TYPE ( kN/m ) - PROVIDE 2 STUDS UNDER EACH END OF TG'S & GT'S EDGE NAILING OF PLY BRACING TO
BE AT 50mm CENTRES, PANELS GREATER THAN 600mm WIDE HAVE TIE DOWN RODS.
A - 01 900 Ply Brace 900 6.000 5.400 B - 01 900 Ply Brace 900 6.000 5.400 - M12 RODS TO BRICK PIERS TYPICALLY.
- TYPE C = GALVANISED STEEL ANGLE = 1.5kN / MTR
A - 02 900 Ply Brace 900 6.000 5.400 B - 02 900 Ply Brace 900 6.000 5.400 - TYPE H = STRUCTURAL PINE PLY 7mm OR F27 4mm
A - 03 900 Ply Brace 900 6.000 5.400 B - 03 900 Ply Brace 900 6.000 5.400 WITH ANCHOR BOLTS AND NAILING AT 50mm CENTRES TOP & BOTTOM.
A - 04 900 Ply Brace 900 6.000 5.400 B - 04 900 Ply Brace 900 6.000 5.400 ALL DESIGN CONSTRUCTION & MATERIALS TO BE
A - 05 900 Ply Brace 900 6.000 5.400 B - 05 900 Ply Brace 900 6.000 5.400 IN ACCORDANCE WITH:
A - 06 900 Ply Brace 900 6.000 5.400 27.000 THE NATIONAL CONSTRUCTION CODE (NCC); THE BUILDING CODE OF
AUSTRALIA (BCA); THE QUEENSLAND DEVELOPMENT CODE (QDC);
A - 07 900 Ply Brace 900 6.000 5.400 BUILDING REGULATIONS & LOCAL GOVERNMENT PLANS & POLICIES
CURRENT ISSUES OF AUSTRALIAN STANDARDS
37.800 CURRENT MANUFACTURERS SPECIFICATIONS & INSTALLATION DETAILS
FOR MATERIALS USED
Copyright Notice: All house plans produced by the builder/designer Notes: N
Client Drawing name: Wind class: Flood level: Scale:
Madden Developments Pty Ltd REVISION CONSTRUCTION PLAN SET
and the information contained within these documents are the exclusive
property of the builder/designer. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Joel McInnes Bracing Plan CONSTRUCTION PLAN SET 07/12/21 N3 TBC TBC 1:100@A3
Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
or reproduced, in part or in whole in any form or by any method without
the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise. LOT 6 #39 GILSONS ROAD, CONSTRUTION TBC TBC
Setout dimensions shall be verified on site prior to any
provided by the builder/designer are provided to the customer with a work
107 Sugar Road Maroochydore QLD 4558,
Phone: 07 5444 2521 COOTHARABA, QLD 4565 Plot date: A0.6
limited license to construct one home only.
being carried out. Any problems shall be directed Email: [email protected] Design: MINI TEGO 78 Proj. No. 6GIL
to the builder for clarification & correction 7/12/2021
GSPublisherVersion 0.76.100.100
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