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Operational Works Application OPW17/0039
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Sofitei Noosa Sign 2
SCF477A_b Rev 0
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Wall Mounted
14-16 Hastings
Noosa OLD 4567
Sign WM(8x1.2x11]
St.
24-Jan-17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance INith the SeA and
relevant 8M codes (current edition induding all amendments)
2. Client is responsible for all dimensions. measurements and other site information
reauired to comnlele the enaineerina desian and details.
Steel 1. All work and materials shall be in accordance with the following:
HoHolled steel: AS 4100 -1998
Cold-formed steel: AS/NZS 4600 - 2005
Siainiess steel: ASINZS 4673 - 2001
2. Sections: UB, UC. PFC & Plate: Grade 300 (ASlNZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold-fonned DUTagal: CA = Equal Angle, CC = Channel, CF = Flat
Stainless steel Grade 304 or Grade 316 (uno).
3. Ends of all hollow sections shall be sealed with 3 mm olate.
Aluminium: 1. All work and materials shall be in accordance with AS/NZS 1664 -1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plale: Allov - Temner: 5005 - H34 (uno\
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Conerele shall be Grade N25 (fe = 25 MPa @ 26 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 davs before imnosino any 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 Cateoorv - GP (uno), done bv a suitabtv qualified welder.
Bolts 1. Bolls shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HD-bolls) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolls shall be Grade 304 or Grade 50 (ISO)
Screws 1. Self-Tapping (self-dril1ing) metal screws shall be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST 4.6 (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 CVery High Bond - Tapes) shall be either 3M or Biolink.
2. VHB - Tapes shan 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. VH8 - Taoes shall be aoolied in accordance with manufacture's soecifications and reauirements.
Sealant 1. All jOints that are not welded and abutting surfaces should be sealed with a structural sealant.
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