Skip to the record
Beware of cheap imitations.

Original source · versioned page text

Operational Works Application OPW17/0039

of 81

Page text shows just the words. Original shows the document exactly as it was published.

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
                                                                                                                   SCF477A_b        RevO

        \fISTEI(
        fiT~\,(;TLRAI   + r.IVll   n,CII,~FRS
                                                   Wall Mounted Sign WM[8x1.2x11]
                                                   14-16 Hastings St,
                                                                                                                     24-Jan-17        2
                                                   Noosa OLD 4567

         INTRODUCTION:

         SCOPE:                    Engineering     design and details for wall mounted sign.
                        1.         Design loads:
                                      Dl           Sign dead load [self weight]
                                     Wl            Wind load [Region & Terrain Category]
                                      El           Earthquake   load [where applicable)
                        2.         Design and detail letter structural arrangement
                        3.         Design and detail support frame structure
                        4.         Design and detail fixings to existing wall structure.
                                   NB: Existing     wall structure   by others


          REGULATIONS               & CODES:
                                   BCA - 2016: Building Code of Australia - 2016
                                   ASINZS 1170.0 - 2002: Structural design actions Part 0: General principles.
                                   AS/NZS 1170.1 - 2002: Structural design actions Part 1: Permanent,            imposed & other actions.
                                   AS/NZS 1170.2 - 2011: Structural design actions Part 2: Wind actions.
                                   AS 1170.4 - 2007: Structural design actions Part 4: Earthquake           actions in Australia.
                                   AS/NZS 1664.1 - 1997: Aluminium          structures Part 1: Limit state design.
                                   AS 3566 - 2002: Self-drilling     screws for the building and construction     industries ies.
                                   AS 3600 - 2009: Concrete structures
                                   AS 4100 - 1998: Steel structures.
                                   AS/NZS 4600 - 2005: Cold-formed          steel structures.




          MATERIALS:                                                                                                  fy (Mpa)      fu (MPa)

          Hot Rolled               UB, UC, PFC: Grade 300 (AS/NZS 3679.1 - 2010)                                         300          440
                                   Plate: Grade 250 (AS/NZS 3678 - 2011)                                                 250          410

          Cold Formed              SHS: Grade C450 (AS1163 - 2009)                                                       450          500
                                   RHS: Grade C450 (AS 1163 - 2009)                                                      450          500

                                   CHS: Grade C350 (AS 1163 - 2009)                                                      350          430
                                   CA: Cold-formed      angle (Duragal)                                                  350          400
                                   CC: Cold formed channels (Duragal)                                                    400          450

                                   CF: Cold-formed      flats (Duragal)                                                  350          400

           Bolts                   Bolts (4.6/S)    - [Commercial)                                                       240          400
                                   Bolts (8.8/S)    - [High Strength Structural)                                         660          830

          Welds                    Welding      - Category: General Purpose                                              GP           410
                                     100% Visual scanning,       10% Visual examination         (Table 6.2.2 AS/NZS 1554.1: 2014)
                                   Welding      - Category: Structural    Purpose                                        SP           410
                                      100% Visual scanning,      10% Visual examination         (Table 6.2.2 AS/NZS 1554.1: 2014)
           Concrete:               Grade N25        [fc @ 28 days]                                                        25          MPa

           REFERENCES:
                                    Duragal Easy Welding Guide.
                                    Duragal Easy Painting & Corrosion        Protection Guide.
Log in to download the original file

Operational Works Application OPW17_0039.pdf · 22.3 MB (very large 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.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.