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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
125
C15024 Plate & 35 27
2M16 Galv. Bolts 1 C20019 Joists
M12 Galv. Bolts
C15024 Rafter M16 Galv. G8.8 Bolts
5
65
3
45 130 130 45
C35030 Lintel Beam
65
5 27 35
1 95
250x80x10mm PL M12 Galv. Bolts 1 1
E41, 6mm CFW to SHS 1
3328 to Base
STD Purlin "L" Bracket 75x4.0mm SHS 250x80x10mm PL
& Backing Plate END VIEW - DETAIL 6 E41, 6mm CFW to SHS
Not to Scale Conc.
C35030 Post STD Bracket 250x125x10mm PL
M12 Chemset 35 E41, 6mm CFW to SHS M16 Galv. Gr8.8 Bolts
Bolts-125 Embed. 100x4.0mm SHS 37
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts 250
ROOF RAFTER C-PURLIN - DETAIL 6 STAIR SHS POST C-PURLIN - DETAIL GRID B C-PURLIN LINTEL/BEAM TO POST CONNECTION-DETAIL 7
Not to Scale Not to Scale Not to Scale
45
GENERAL PURPOSE STANDARD "L" BRACKET
310
C35030 Post C-Purlin Size A B C D E H C20024 Mullion
1 310x165x6mm "L" Bracket 4 5
C100 60 110 70 40 50 20x17
25 130 130 100mm Base; 6xM16 Galv. Bolts STD Purlin "L" Bracket
C150 60 125 110 65 65 30x17 Post/Mullion to Conc.
40 M16 Galv. G8.8 Bolts M12 Galv. Bolts
C200 60 135 160 110 75 30x17 Conc.
C250 60 135 210 160 75 30x17
95
165
Conc. C300 80 165 260 105 95 30x17 M12 Chemset
35
C350 100 165 310 130 95 30x17 Bolts-125 Embed.
Note: All Connection Bolts - M12 Galv. Gr8.8 Bolts
D* - For C300 & C350 Members & 3mm Plate Minimum
3xM16 Chemset D
H
TYP. C-PURLIN to CONC. BASE CONNECTION
Bolts-200 Embed. Not to Scale
130 130
Note: All Connection Bolts - M16 Galv. Gr8.8 Bolts D*
E
E
B
MAIN C-PURLIN POST CONNECTION - DETAIL 1
Not to Scale
35
35
C 35
D A
35
A
H
D* Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
C Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
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. 13 of 21
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED
Date Issued: Nov 2024
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-S13 1
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