Appendix A - Proposal Plans

                                                                35 r
                                                                     oof
                                                                                                                                C15019 purlin




                                                                                                                            H
                                                                                                                        60 T
                                                                            250
                                                                                                                                150x100x4 rafter




                                                                                to
                                                                               US
                                        60 T
                                                                                                       60mm Tophat section under




                                                                                  TH
                                                                                                       C purlins 10mmCeiling




                                            H
                                                                                                       TBA ???




                                                                                                             Fix 150 RHS
                     2                 Colorbond `Custom-Orb'                                                Rafters with M12
                                                                                                             bolts thru 8mm tk
                                                                                                                                                        1
                                       metal roof sheeting.
                                                                                                             end plates.                                                                     Colorbond metal
                                                                                                                                                                                             fascia and gutter.
Fix 150 RHS Rafter
to SHS post with                                                                                                                                             635
M12 bolts thru 8mm
tk top plate.                                                                          Fix 150 purlins to
                                                                                       cleat cfw to top of
                                                           HS
                                                       x4 R                            RHS Rafter.
                                                x100
                                         150



                                                                                                                                                                                               Ground Floor Plate
                                                                                                                                                                                                         137650


                                                  06/24 oxxo                                         06/24 oxxo                                                                         100PFC mid height in RHS
                                                                                                                                                                                        and in line with face of SHS
                                                                                                                                                                                        C purlin bottom flange to
                                                Fix ext wall cladding                                                                                                                   clear the post - rafter fixing
            2550




                                                to C150 purlin in
           2400




                                                plane with RHS                                                                                                                          3250 stud height
                                                Rafter.                                                                                                                                 90 SHS Post
                                                Fix FC soffit lining
                                                to top hat sections
                                                                                                                                                                                        100x50 F7 Cypress stud                            Framing - Garage Roof
                                                                                                                                                                                        frame between SHS posts                           1 : 100
                                                fixed to underside
                          20                    of C150 purlins.
                         Step                                                                                                                                            NSL            Ground Floor - Proposed
                                                                                                                                                                                  FSL                    135100
                                Fill




                                                                                                                                                                                                           STRUCTURAL TIMBER
                                                   200 series built up blockwork or "Risewall"                                                  Slab & footings to Engineers details                       Abnormally green, split, warped or otherwise unsuitable timber shall be rejected. Timber
                                                   to Engineers details (shown indicatively).                                                   (shown indicatively).
                                                                                                                                                                                                           at joints must be free of defects.
                                                                                                                                                                                                           It shall be the responsibility of the Contractor, during construction, to ensure that the
                                                                                                                                                                                                           condition of the timber is not impaired in any way due to weather and such elements.
                                                                                                                                                                                                           All exposed hardwood timber shall be of durability class 2 or better. Exposed softwood
                                                  Section 2 - Garage                                                                                                                                       shall be L.O.S.P. treated to H3 level.
                                                                                                                                                                                                           All plywood is to be stamped with 'PAA Tested Structural' stamp.
                                                   1 : 50                                                                                                                                                  All bolts in contact with CCA Preservative treated timber shall be coated in grease prior
                                                                                                                                                                                                           to erection, otherwise, insulated from the preservative treated timber to the satisfaction
                                                                                                                                                                                                           of the Supervising Officer.
                                                                                                                                                                                                           Details shall comply with AS 1684.3 - Timber Framing Code, when no details are
                                                                                                                                                                                                           specified.




                                                                                                                                                                                                                                plans2go
 Proposed Residences and Garage Job No                                                                                                                                                        PETER COOKE                                concept to                                 Postal Address :
                                                                           2355                                                      Design           PC                                                                                                                              28 Kawanna St
                                                                           G03                                                                                                                BUILDING DESIGNER
 Mark Graystone and Lee Coleman                             Sht. no                                                                                                                           QBSA Lic : 81626                                                                        Mudjimba 4564
                                                            Date           04-12-23                                                 Rev    A                                                                                                                                         Email Address :
 11 Lawnville Rd                                                                                                                                                                                                                                                          [email protected]
                                                            Drawn          PC                                                                                                                 Plans2go Pty Ltd
 Cooroy - 'THE BUNYA HOUSE'                                                                                                         Status Concept                                            0428 842316                           building application                  www.plans2go.blogspot.com