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Updated Minor chnage plans(2)
Plans and drawings
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Log in to see the plans as drawnGUTTER: GQ
WIND CLASS = N2-W33N CCBUILDER PLAN (engineered with 'eXact Design' technology) Cpb, Pu, Pwu = 0.7, 0.96, 0.655 kPa
SIDES BLOCKED = 1 fDL(90%), fserv = 0.0168 kPa, 0.423
PLAN AREA = 24.0 SQ.M Max Sheet SPAN = 5400
PERIMETER = 20.0 M Max Truss/Frame Spacing = 6000
ATTACHED = 6.0 M
Minor Change Plans - 9/5/2022 Weight (ex.conc.) = 524 kg
MODEL = 1 (customised)
SOIL TYPE = CLAY
ROOFING: RS9IN50
DP90 x7
(TO_GROUND)
A1
D2 <EDGE_4
1332: A1
<EDGE_1
EDGE_3>
1105: P1,2 EDGE_2>
D1 P1 P2
DP90 PS90 PS90
(TO_GROUND)
1087F: P1,2 200
L E F T I N F I L L R I G H T I N F I L L
( N O I N F I L L ) ( N O I N F I L L )
Beam BS150 lengths (net) Beam BS150 lengths (net)
Rafter = 2047 Rafter = 2047
Collar Tie = 1738 Collar Tie = 1738
GL
1027: D1,2
File = 25_GARNETTST_COOROY
0 1 2 3 4 5 6 7 8 9 10m
SW=8.7.1a, KB=8.5.8, DB=7apr21(QLD), QLD948 SCALE (Metres) Page of
This document is intended solely for the named I / We Have Read and Clearly Job No: For:
addressee. It is confidential and may be subject
to legal or other professional privilege. Understand this Document
This document is also subject to copyright and Delivery Date: Address:
remains the property of Bluescope Steel Ltd.
No part of it should be reproduced, Client Signature:________________________
Model 1 (Roof=RS9IN50) Proposed: Pitched awning/carport (attached)
adapted or communicated without the written
consent of the copyright owner.
(c) Copyright Bluescope Steel Ltd July 2019 Client Signature:________________________ Plot Date: 21-Mar-2022 Sales Consultant:
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