Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville

DRAWING SIZE - A2

 NOTE:
 BUILDERS TO REFER DRAWING S1.1 FOR SITE
 INSPECTION REQUIREMENTS.

                                                                                                                                                                                                                                                                           ROOF FRAMING SCHEDULE
                                                                                                                                                                                                                                                                    MARK              SIZE/GRADE______________
                                                                                                                                                                                                                                                                     R1         150 x 45 (E13) LVL RAFTER 0 900 CTRS
                                                                                                                                                                                                                                                                     RB1        200 RFC STEEL BEAM
                                                                                                                                                                                                                                                                     TR         TRUSSES 8 900 CTRS
                                                                                                                                                                                                                                                                     RWP        150 x 45 (E13) LVL WALL PLATE
                                                                                                                                                                                                                                                                       *        INDICATES MEMBER WITHIN ROOF DEPTH.
                                                                                                                                                                                                                                                                    - All exposed tinber to be H3 treated.
                                                                                                                                                                                                                                                                    - All exposed laminated Umbers to be service doss 3 or better
                                                                                                                                                                                                                                                                    with ai end grohs sealed
                                                                                                                                                                                                                                                                    - Miere trusses a rafters spaced at 900ctrs provide battens at
                                                                                                                                                                                                                                                                    300ctrs to satisfy Health & Safety Regulations otherwise epace
                                                                                                                                                                                                                                                                    trusses and rafters at BOOctrs
                                                                                                                                                                             i                                                                                      - (CONT.) Indkxrtes Continuous over 2 spans or more. Spans to
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                                                                                                                                                                                                              i'                                                    be no more a less th<r 20% greater than adjacent span for
                                                                                                                                                                             ksi                                                                                    continuity.
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                                                                                                                                                                                                                                                                                TIE-DOWN SCHEDULE
                                                                                                                                                                                                                                                                    MEMBERS___________                 REQUIREMENT_______
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                                                                                                           R1
                                                                                                                                                                                                                           j                                       Battens - Trusses                  1 /Batten Screw

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                                                                                                                                                                                                                              i                                    Truss - Top Plate
                                                                                                                                                                                                                                                                   Rafter - Top Plate
                                                                                                                                                                                                                                                                                                      2/Fromlng Anchors
                                                                                                                                                                                                                                                                                                      2/Framing Anchors




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                                                                                                                                                                                                                                                                   Top Plate - Slab                   M12 Rods, 1800 ctrs max.
                                                                                                                II      TR                                  IR                           TR                 II                'I
                                                                                                                Il­                                                                                     u                     II                                   Rafter - Roof Beam                 2/Framing Anchors
                                                                                                                li                                                                                                            i <pu)                               Wall Plate - Stud Wall             2/100mm Batten screws
                                                                                                                II                                                                                                         --‘y                                    Wall Plate - Block Wall            M12 Bolts, 600 ctrs
                                                                                                                 U                                                                                                                                                                                    2/M16 Bolts
                                                                                                      (EP)       U                                   RWP                                                 I
                                                                                                                                                                                                                                                                   Roof Beam - Posts
                                                                                                                J—                                                                                      Tl                                                         Posts - Bearers                    2/Ml6 Bolts U.N.O.
                                                                                                                                                                                                                                                                   Non L/B Ext Wall                   1/ConCrete Noil - 1200
                                                                                                                                                     RWP                                                                                                            Comments:



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                                                           DENOTES ’TECO SPEEDBRACE’            II

                                                                                            -k                                                                                                                             “ItPU)                                   Batten Screw- No.14 Tjpe 17 Screw, provide 43mm min.
                                                           TENSIONED h FIXED TO RAFTERS                                                                                                                                                                             penetration into receiviig member.
                                                           AND LOOPED AT ENDS.                                                                                                                                                                                      Maximum truss width 6.0m
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                                                                                                                                                                     ---- 11        I”              3 I!J>
                                                                                                                                                                                                                              ii                                    All framing anchors and straps to have 4/2.8mm0 nois
                                                                                                                                                                                                                                                                    each end.
                                                                                                                                                                                                                                                                    Roof truss design, bracing and girder truss tie-down by




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                                                                                                                                                                                                                                                                    truss manufacturer.
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                                                                                             E'l           R1                                                                                                                                                       All Umber bolt holes are to have 80mm min. end clearance.

                                                                                             a: Il                                                                                                            [“rT                                                  Any timber connections not nominated within these plans
                                                                                                                                                                                                                                                                    shall be in strict accordance with AS1684.2-2010:
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                                                                                                                                                       F!- R1<>                                                                                                     Residential timber-framed construction.

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                                                                                                                                     ROOF FRAMING PLAN

                                                                                                                                                                                                                                                                                     THIS DRAWING AND ASSOCIATED DETAILS
                                                                                                                                                                                                                                                                                     MUST BE READ IN CONJUNCTION WITH
                                                                                                                                                                                                                                                                                     THE NOTES CONTAINED ON 32038-N.
                                                                                                                             AU BRACING WAUS TO BE
                  LEGEND                                                                                                     ENGAGED TO ROOF/FLOOR                ANY CONNECTION DETAIL NOT NOMINATED
                                                                                    ALL BOLTED DMBER CONNECTIONS ARE          VIA SHEAR BLOCKING AS               SHAU BE IN STRICT ACCORDANCE WITH
            l/b   indicates load bearing wall under.
                                                                                    TO HAVE 5 x D MIN. END CLEARANCE.         DETAILED ON STANDARD                AS1684.2 RESIDENTIAL TIMBER FRAMED
                                                                                    WHERE D = BOLT DIAMETER.                   BRACING SHEETS FD1.1               CONSTRUCTION.                                                                                                        Revision        Description                                        Date

            (PU) INDICATES SUPPORT POST UNDER REFER WALL                                                                                                                                                                                                                                     Issue:
                 FRAMING PLAN FOR SIZE.                                                                                                                                                                                                                                                                PRELIMINARY
            (LU) INDICATES UNTEL UNDER REFER LOWER WALL
                                                                                                                                                                                                                                                                                                                                     Unit 1/11 Project Ave,
                 FRAMING & BRACING PLAN FOR HPE/SIZE.                                                                                                                                                                                                                                                                                Noosa Heads
                                                                                                                                                                                                                                                                                                                                     Ph (07) 5455 5604
                                                                                                                                                                                                                                                                                                                                     emal:[email protected]
                                                                                                                                                                                                                                                                                                               CONSULTING            web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                                               ENGINEERS             ABN 40 098 481 899


                                                                                                                                                                                                                                                                                    Title:
                                                                                                                                                                                                                                                                                               ROOF FRAMING PLAN

                                                                                                                                                                                                                                                                                    Project
                                                                                                                                                                                                                                                                                                31 Edward St
                                                                                                                                                                                                                                                                                                Noosaville
                                                                                                                                                                                                                                       0       2
                                                                                                                                                                                                                                           1       3   4   j5m1:100 © A2        s Date:                             Drg No.                                      Rev.

                                                                                                                                                                                                                                                                                £             Oct 2023                        32038              -S6.1