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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
A B C D E F
120
1.2m 1200Hx3600W 1.2m 1.6m 1200Hx2400W 1.6m
6
LOUNGE 4800W Roller Doors 4800W Roller Doors 403.00
BBQ AREA
1200Hx2400W
2500.00
STACKERS DOORS FR
Water Tank 24.5kL
5
PANTRY
Timber Framed Dividing Wall
O
ISLAND BENCH
Timber Infill Framing
KITCHEN
Line of Wall Above
2.4m
OPEN OUTDOOR AREA
3194.00
LIVING AREA
SN
1586.00
4
3.6m
Water Tank 24.5kL
14240.00
1200Hx2400W
STACKERS DOORS
2500.00
SPA
2143.00
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 403
1800.00
Stairs
1200Hx3600W
3 4.8m
497
Timber Infill Framing 4.8m Timber Infill Framing Timber Infill Framing 90.00
600Hx900W
WB
Timber Framed Dividing Wall & Window V Water Tank 24.5kL
Timber Framed Dividing Wall
WM DRY TUB
2.4m
OPEN OUTDOOR AREA OPEN OUTDOOR AREA BEDROOM 3 BATHROOM BEDROOM 2 BEDROOM 1
2
4053.00
BATHROOM
V
3.8m
3.8m
3.8m
3.8m
400Hx600W
WC
SHR WC SHR
986
WB
533
1200Hx2400W 1200Hx2400W 1200Hx2400W
1 0.75m GAS 1.8m 1.2m 2.6m
840.00
HOT WT 1003 502 855
30240.00 120
BRACING SCHEDULE WIND DIRECTION "A" - (Wind Load = 222.0kN)-RESIDENCE
BRACING TYPE BRACING UNITS BRACING QTY TOTAL BRACING A GROUND LEVEL WALL BRACING PLAN
(kN/m) (m) FORCE (kN)
N.T.S
4.5mm HWD Ply Bracing 6.4kN/m 26 26x6.4=166.4
Portal Frame (12kN/ea) 12.0kN/m 6 6x12.0=72.0 BRACING LEGEND
>84.0kN INDICATES M12 TIE DOWN @ 1200 CTS & EITHER SIDE OF OPENINGS/CORNERS; CHEMSET INTO FOUNDATIONS OR BEARERS.
NOTE:
* The bracing capacity values used applies to a 3.8 m high wall B INDICATES M16 TIE DOWN THAT IS FASTENED TO FOUNDATIONS OR LOWER STORY BEARERS.
BRACING SCHEDULE WIND DIRECTION "B" - (Wind Load = 80.0kN)-RESIDENCE WIND DIRECTION INDICATES M16 BOLT
BRACING TYPE BRACING UNITS BRACING QTY TOTAL BRACING 0.9m INDICATES 900mm LENGTH
(kN/m) (m) FORCE (kN) TO ONE SIDE OF STUD WALL, STUDS TO BE AT 600mm CENTERS MAXIMUM. VERTICALLY INSTALLED SHEETING TO BE
NAILED TO TIMBER FRAME WITH 30mm x 2.8-3.15mm
4.5mm HWD Ply Bracing 6.4kN/m 19.2 19.2x6.4=122 AROUND ALL EDGES AND BUTT JOINTS AND AT 300mm CENTERS ALONG INTERMEDIATE STUDS. PROVIDE M12
Portal Frame (12kN/ea) 12kN/m 0 0 CYCLONE ROD WITHIN 50mm OF EACH END OF THE BRACING WALL CONTINUOUS FROM TOP PLATE TO SLAB/FLOOR
NOTE: >28.0kN FRAMING AND M12 BOLTS FROM BOTTOM PLATE TO SLAB/FLOOR FRAMING AT 1200mm CENTERS MAXIMUM IN BETWEEN Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
* The bracing capacity values used applies to a 3.8 m high wall written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 20 of 21
Mobile: 0419140465
Date Issued: Nov 2024
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 695 COLES CREEK ROAD DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COORAN 2024-1079-S20 1
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