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Operational Works Application OPW17/0039
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Sofitel Noosa Sign 1
SCF477A_a Rev 0
\(ISTEI(
STl<l.CTLP,l.l' CIV'_ EII.G I\:£F"S
Wall
Noosa
Mounted
14-16 Hastings
OLD 4567
Sign WMI4xO.3x21]
St,
21-Jan-17 9
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the SGA and
relevant 8M codes (current edition including all amendments)
2. Client is responsible for all dimensions, measurements and other site information
reauired to comolete the enaineering desian and details.
Steel 1. All work and materials shall be in accordance with the following:
Hot-rolled steel: AS 4100 - 1998
Cold-formed steel: ASINZS 4600 - 2005
Stainless steel: ASJNZS 4673 • 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (AS/NZS 3679.1 - 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 with 3 mm olate.
Aluminium: 1. All work and malerials shall be in accordance with AS/NZS 1664 - 1997.
2. Structural sections: Alloy - Temper: 6060 - T5 (uno)
3. Plate: Allov - Temner. 5005 - H34 (uno)
Concrete: 1. All work and materials shall be in accordance with AS 3600 - 2009.
2. Concrete shall be Grade N25 (fc = 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 imnosina anv structural loads.
Welding 1. Welding of structural steel shall be in accordance \\lith ASINZS 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 Catenorv - GP (uno), done bv a suitablv qualified welder.
Bolts 1. Bnlts shall be M16(4.6/S) galvanised (uno).
2. Hold-down bolts (HD-bolts) shall be M24(4.6/S) galvanised (uno)
3. Stainless steel bolts shall be Grade 304 or Grade 50 (ISOl
Screws 1. Self-Tapping (self-drilling) metal screws shalf be in accordance with AS 3566 Parts 1 & 2.
2. Screw size designation shall be as follows:
ST4.8 (No.10) 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 every 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 - Tanes shall be annlied in accordance with manufacture's soecifications and renuirements.
Sealant 1. All joints that are not welded and abutting surfaces should be sealed with a structural sealant.
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