Original source · versioned page text
Operational Works Application OPW17/0039
Very large file: it may take a few minutes
The original of this document is very large (22.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Sofitel Noosa Sign 2
\(lSTEI(
SCF477A_b RevO
Wall Mounted Sign WM[8x1.2x11]
14-16 Hastings St,
STRlJCTL~t.L I elv _ E"GI\~EPS
24-Jan-17 9
Noosa OLD 4567
GENERAL NOTES:
General: 1. All materials, fabrication and installation shall be in accordance with the BGA and
relevant SAA codes (current edition including all amendments)
2. Client is responsible for all dimensions, measurements and other site information
rel":luired to cornnlete the enoineennn desinn and details.
Steel 1. All work and materials shall be in accordance with the following:
Hot-rolled steel: AS 4100 - 1998
Cold-formed steel: AS/NZS 4600 - 2005
Stainless steel: AS/NZS 4673 - 2001
2. Sections: UB, UC, PFC & Plate: Grade 300 (ASINZS 3679.1 - 2010)
RHS & SHS: Grade C450 (AS 1163 - 2009)
CHS: Grade C350 (AS 1163 - 2009)
Cold.formed Ouragal: 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 nlate.
Aluminium: 1. All work and materials shall be in accordance with ASlNZS 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 imnosinn 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 \Yith ASlNZS 1554.6 -1994.
4. Welding of aluminium shall be in accordance with AS/NZS 1665 - 2004
5. Welds shall be CatenON - GP (uno\, done bv a suitablv nualified welder.
Bolts 1. Bolts shall be M16(4.6/S) 9alvanised (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 lISC\
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:
ST4.8 (No.l0) Dia. = 4.8mm
ST5.5 (No.1 2) 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 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 - Taoes shall be aoolied in accordance with manufacture's soecifications and reauirements.
Sealant 1. All joints that are not v.relded and abutting surfaces should be sealed with a structural sealant.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.