Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Attachment 1 - Amended Proposal Plans

of 9

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

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                            12360                                                                                                3000
                           75                75                       75                75                    75                                75                 75                   100
                                 2228                   2228                1463              1463                            2228                         2228                  2900


                                                                                                  UP                                                                                                                  C1:    Galv. SHS posts 75x75x5 mm (to Engineers details)
                                                                                                                                                                                                                      C2:    Hwd Posts 100x100 F14 on Pryda PSQ600100/12
                                                                                                                                                                                                                      B1:    Bearers 170x58 Smart LVL 15 H3 Cont/span H3




                                                                                                                                                                                                                                                                                                       150 Min - finished ground
                      C1                C1                       C1                C1                    C1                                C1                     C1                    C2
                                                                                                                                                                                                                      B2:    Bearers 150x75 F14 H3 Cont/Span                                                                                              Joists




                                                                                                                                                                                                               100
         75




                                                                                                                                                                                                      75
                                                                                                                                                                                                                      J1:    Joists 130x42 Smart LVL 15 Cont/Span
                                             B1                                         B2                                                      B1                                                                    DJ1:   Double joists under Outer walls                                                                                    Bearers
                                                                                                                                                                                                                      J2:    Joists 125x50 Uns Hwd F14 Cont/span Single span for 2000 span
               2157




                                                                                                                                                                                               2157
                           DJ1




                                                                      DJ1




                                                                                                               DJ1




                                                                                                                                                                       DJ1
                                                                                         GS




                                                                                                                                                                                                                                                                                                                                                                      400

                                                                                                                                                                                                                                                                                                                                                                            Min
                                                                                                                                                                                                                      GS:    30 mm Gal Straps to joists Between 30°to 60°
                                                                                                                                                                                                                             1/50x3.15 mm hot-dipped Gal flat head deformed nail per joist
                      C1                C1                       C1                C1                    C1                                C1                     C1
         75




                                                                                                                                                                                                      75
                                             B1                                         B2                                                      B1




                                                                                                   J2
               2157




                                                   J1




                                                                                                                                                      J1




                                                                                                                                                                                               2918
                                                                                                                                                                                                                                                                                                                                                   2000
                      C1                C1                       C1                C1                         Dia
                                                                                                                 g   o na
         75




                                                                                                                            l 1
                                                                                                                                  86 5
                                             B1                                         B2               C1                            7   C1                     C1
 10590




                                                                                                                                                                                                          75
                                                                                                                                                                                                      10390
               2157




                                                                                                                                                B1




                                                                                                                                                                                               1395
                                                                               J2


                      C1                C1                       C1                C1                    C1                                C1                     C1                                                                                                                                                                      Subfloor Levels
                                                                                                                                                                                                                                                                                                                                     2
         75




                                                                                                                                                                                                      75
                                             B1                                         B2                                                      B2                                                                                                                                                                                        1 : 30
               1745




                                                                                                                                                                                               1745
                                                                                                                              GS
                      C1                C1                       C1                C1                    C1                                C1                     C1




                                                                                                                                                                                                      75
         75




                                             B1                                         B2                                                      B2
               1900




                                                                                                                                                                                               1900
                                                                                                   J2




                                   GS                     GS
                                                                                                                                                                                                                                                              M10 Bolts - 15kN
                      C2                      C2                       C2                    C2                 C2                                   C2                  C2             C2                                                                    M12 Bolts - 20kN
         100




                                                                                                                                                                                                               100
                                             B2                                         B2                                                      B2

                                                                                    UP
                                                                                                                                                                                                                                                               Double joists or
                                                                                                                                                                                                                                                               450mm long full depth cleat
                                 2190                   2190                1450                  1450                            2190                     2190                                                                                                Nailed to joists with
                           100           100                      100               100                   100                               100                    100                                                                                         6/75x3.15mm nails


                                                                                                                                                                                                                               BRACING WALL TO FLOOR JOISTS
                                                  Sub-Floor Layout                                                                                                                                                           (WALL PERPENDICULAR TO TRUSSES)
                                    1              1 : 100
                                                                                                                                                                                                                                 2/ Framing anchors at
                                                                                                                                                                                                                                 Each end of blocking                  M10 Bolts - 15kN
                                                                                                                                                                                                                                 6/nails per face                      M12 Bolts - 20kN




                                                                                                                                                                                                                                 Solid packer plate to suit               100x50 F14 Hwd. or 120x45 MGP12
                                                                                                                                                                                                                                                                          blocking piece on edge



                                                                                                                                                                                                                                        BRACING WALL TO FLOOR JOISTS
                                                                                                                                                                                                                                         (WALL PARALLEL TO TRUSSES)

                                                                                                                                                                                                                             Bracing Wall - Floor Joists
                                                                                                                                                                                                                     3        1 : 30
Client: Scott Stewart                                          Address: 797 Ringtail Creek Rd. Pomona                                                                        Noosa Shire Council                                                                                                                        Mobile: 0407 693 018                Date      2/02/2022 11:25:22 AM
                                                                                                                                                                                                                     ACCOLADE Building Designs                                                                                                              Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871                                   Site Area : 34073 m²                                                     Wind Classification N3                                                                    Proprietor: Steven Horn                                          Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                                                                         0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                                               QBCC Lic. 54806                                               Issue Date                           02 - FEBRUARY -2022             Sheet No. 5     of   9
Log in to download the original file

Attachment 1 - Amended Proposal Plans.pdf · 271 KB (small file)

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”.