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Operational Works Application OPW17/0039
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Sofitel Noosa Sign 1
SCF477A_a Rev 0
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Wall Mounted
14-16 Hastings
Noosa Q LD 4567
Sign WM(4xO.3x21!
St,
21.Jan.17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the BGA and
relevant 8M. codes (current edition including all amendments)
2. Client is responsible for all dimensions. measurements and other site information
renuired to comolete the enaineerina desian and details.
Steel 1. All work and materials shall be in accordance with the following:
Hal-rolled sleel: AS 4100. 1998
Cold-formed steel: ASINZS 4600 • 2005
Slainiess sleel: AS/NZS 4673 • 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (AS/NZS 3679.' .2010)
RHS & SHS: Grade C450 (AS 1163.2009)
CHS: Grade C350 (AS 1163.2009)
Cold-formed Duragal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed .....,;th3 mm nlate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 -1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plate: Allov. Temoec 5005. H34 (unol
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (rc = 25 MPa @ 28 days), (uno)
3. Concrete shall be compacted using mechanical vibration.
4. Minimum cover to hold-down bolts or other fitments shall be 75 mm.(uno)
5. Concrete shall be cured for 7 days before imoosina anv structural loads.
Welding 1. Welding of structural steel shall be in accordance with AS/NZS 1554.1 - 2011.
2. Welding of cold - formed steel shall be in accordance with AS/NZS 1554.1 - 2011
3. Welding of stainless steel shall be in accordance with AS/NZS 1554.6 - 1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be Cateaorv - GP (uno). done bv a suitablv nualified welder.
Bolts 1. Bolls shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HO-bolts) shalt be M24(4.6/S) galvanised (uno)
3. Stainless sleel bolls shall be Grade 304 or Grade 50 (iSOl
Screws 1. Self-Tapping (self-drilling) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST 4.8 (No.1 0) Dia. =4.8mm
ST5.5 (No.12) Dia. = 5.5mm
ST6.3 (No.14) Dia. = 6.3mm
Corrosion Resistance:
Class - 2 General internal use.
Class - 3 General external use.
Class - 4 External use in severe marine environment.
VHB. Tapes 1. VHB - Tapes (Very High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shall be used to resist dynamic wind loads only.
3. Surfaces to be joined shall be prepared in accordance with manufacture's specifications
and requirements.
4. VHB - Tapes shall be aoolied in accordance with manufacture's specifications and requirements.
Sealant 1. All joints that are not welded and abutting sunaces should be sealed with a structural sealant.
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