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RFI - S25-054 Revised Concept Issue 18.06.2025 updated

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                                                                                                                                210
                                                                                                                                                                                  1                                                                                                  1                                                                                                                                        150
                                                                                                                                   0
                                                                                                                                                                                 400.12                                                                                             400.11
                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                   399                                           1                                              462                                  1                            1                                                                                         1
                                                                                      0                                         400.08
                                                                                                                                                                                   0                              400.06                         400.07                                                                                    400.05



                                                                                                                      site boundary I 43.533 m approx I 90° 00' 00''
                                                                                                                                                                                                                                                                                                                                                                               LEGEND
                                                                                                                                                                                                                                                                                                                                                                               COLUMNS




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                                                                                                                                                                                                                                                 slope greater than 33% past




                                                                                                                                                                                    er li
                                                                                       site LPOD - refer to civil                                                                                                                                this line (based on NGL)
                                                                                                                                                                                                                                                                                                                                                                               SC1 - 89x5.0 (GR 350) SHS STEEL COLUMN




                                                                                                                                                                                  sew
                                                                                       enginnering design
                                                                                                                                                                                                          DENOTES SPEEDBRACE FIXED TO EACH                                                                              ##                                                                        1.5m setback
                                                                                                                                                                                                                                                                                                                                                       L2                      PC1 - 200PFC PORTAL COLUMN
                                                                                                                                                                                                          RAFTER VIA 2/3.05dia NAILS AND line of awning over                                                            ##                            w03
                                                                                                                                                                                                                                                                                                                                                                              2.0m setback
                                                                                                                                                                                                          4/3.05dia NAILS
                                                                                                                                                                                                                        L2 AT ENDS LOOPED OVER
                                                                                                                                                                                                                             w04
                                                                                                                                                                                              planter
                                                                                                                                                                                                                                                                                                                                                                               RAFTERS/PURLINS
                                                                                                                                                                                                                                                                                                                                                                                skylight over
                                                                                                                                                                                                                                                                                                                                                                                                         desk

                                                                                                                                                                                                                                                                                                                   1                                                           R1 - 295x85 GL15c RAFTERS AT 600 CRS. (SPAN > 9m)
                                                                                                                                                                                                                                                                 tv                                              PCbook
                                                                                                                                                                                                        seat                  line of soffit over                                                                                                                              R2 - 295x65 GL15c RAFTERS AT 600 CRS. (SPAN < 9m)
                                                                                                                                                                                                                                                                                                                                                                               R3 - 295x65 GL15s RAFTERS AT 600 CRS (CONTINUOUS SPAN)
                                                                                                                                                                                                                                                                                                                                                    study                                          L2
                                                                                                                                                                                                                                                                                                                                                                                                   w07
                                                                                                                                                                                                                                                                                                                                                                               SYMBOLS
                                                                                                                         outdoor living                                                                                                                   living
                                                                                                                                                                                                                                                                                                                                                                                        - M12 TIE-DOWN RODS AS SHOWN ON ROOF FRAMING PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                        ack
                                                                                                                                  con01                                                                                                                                                                                                              L2




                                                                                                                                                                                                                                                                                                                                                                                                                    setb
                                                                                                                                                                                                                                                                                                                                                                               LBW
                                                                                                                                                                                                                                                                                                                                                    d26         storage                 - INTERNAL LOAD BEARING TIMBER FRAMING




                                                                                                                                                                                                                                                                                                                                                                                                                 6m
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                                                                                                                                                                                                                           R2
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                                                                                                                                                                 L2




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                                                                                                                                                                                                                                                                                                                                                                               FRAMING




                                                                                                                    aw
                                                                                                                                                                 d01                                                                                                                                                                                                          planter




                                                                                                                                                                                                                                                                                                                  line of soffit over
                                                                                                                 of
                                                                                                                                                                                                                                                                                                                                                                                ·




                                                                                                                                                                                                                                                                                                        380PFC
                                                                                                                                                                                                                                                                                                                                                                                         ALL FRAMING, BRACING AND TIE-DOWN ELEMENTS SPECIFIED IN




                                                                                                               e
                                                                                                                             3/35x90 MGP12 TOP PLATE WITH




                                                                                                            lin
                                                                                                                                                                                                                                                                                                                                                                               L2
                                                                                                                             M12 TIEDOWN RODS AT 1200crs                                                                                                                                                                                                                      w01        THESE STRUCTURAL DRAWINGS FORM THE BASIS OF THE
                                                                                                                                                                                                                                                                                                                                         skylight over
                                                                                                                                                                                                                                                                                                                                                                                         STRUCTURAL DESIGN AND CERTIFICATION.
                                                                                                                                                                                                                                                                                                                                                                                        L2
                                                                                                                                                                                                                                                                                                                                                                seat
                                                                                                                                                                                                                                                                                                                                                                                     w11
                                                                                                                                                                                                                                                                                                                                                                               ·        THE STRUCTURAL DESIGN IS A COMPLETE SYSTEM OF
                                                                                                                                                                                                                                                                                                                                                                                        INTERCONNECTED MEMBERS, ELEMENTS, AND MATERIALS, FROM




                                                                                                                                                                       er  ov
                                                                                                                                                                                                                                                                                                                                                                                        THE ROOF SYSTEM, DOWN TO THE FOUNDATIONS. ISOLATED
                                                                                                  outdoor dining                                                                                                                                                                                                                            lift




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                                                                                                                                                                                                                                                                                                                                                                        vnt             MODIFICATION TO THE STRUCTURAL DESIGN MAY COMPROMISE




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                                                                                                                                                                                                                                                                                                                                                                                        THE OVERALL STRUCTURAL INTEGRITY OF THE BUILDING.




                                                                                                                                                             line
                                                                                                                                         R1                                                                                                                                                                                                                            pdr
                                                                                                                                                                                                                                                                                                                                                                                     wc
                                                                                                                                         ##                                                                                                                                                                                                                                    ·          THE DESIGN CONTAINED IN THESE STRUCTURAL DRAWINGS SHALL
                                                                                                  L2
                                                                                                  d02
                                                                                                                                                                                                                                                                                                                                        storage                                           NOT BE MODIFIED, WHOLLY OR PARTIALLY, WITHOUT THE EXPRESS
                                                                                                                                                                                                                                                                                                                                                                                          WRITTEN CONSENT OF THE STRUCTURAL ENGINEER.




                                                                                                                                                                                                                           R1
                                                                                                                                                                                                                                                                                                                                                                 L2
                                                                                                                                                                                                                                                                                                                                                                               ·          ALL EXTERNAL STEEL WORK TO BE HOT DIP GALVANISED.
                                                               er




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                                                                       L2
                                                                                                                                                                                                                                                             1                                 1                                           d24
                                                                                                                                                                                                                  SC
                                                                                                                                                                                                                    1                                     SC                                 SC
                                                            wnin




                                                                       d03
                                                                                                                                                                                                                                                                                                                                                                              L2
                                                                                                                                                                                                                                                                                                                                                                               ·          ALL EXTERNAL TIMBER TO BE H3 TREATED OR DURABILITY 2+
                                                                                                            tv
                                                        of a




                                                                                                                                                                                                                           line of soffit over
                                                                                                                                                                                                                                                           310UC118
                                                                                                                                                                                                                                                                                                     2x wine                                         ##                       w10
                                                                                                                                                                                                                                                                 zip CONT.
                                                                                                                                                                                                                                                                                              bar
                                                       line




                                                                                                                                                                                                        snk                                                            snk
                                                                                                                                                                                                                                                                                                                                                                               ·          ALL DOUBLE TIMBER MEMBERS TO BE NAIL LAMINATED (U.N.O.)
                                                                                                                                                                                                                                                                                                                                                                                                            driveway below




                                                                                                                                                                                                                           R3
                                                                                                                                                                                                                LBW
                                                                                                                                                                                                  kitchen                                                        pantry
                                                                                                                                                                                                                                                                                                                                                      planter
                                                                                                                                                                                                                                                                                                                                                                               ·          SHOP DRAWINGS SHALL BE PROVIDED TO THE STRUCTURAL
                                                                                                                                                                                                                                                                                                     bath                                                                                 ENGINEER PRIOR TO ANY FABRICATION OR INSTALLATION FOR
                                                                                                            master bedroom                                                                                                                                                                                                                                                                REVIEW AND APPROVAL.
                                                                                                                                                      storage                                                        ctp                                    fridge - freezer

                                                                                                                                                                                                                                                                                                       P    C1
                                                                                                   king                                                                                                                                                                                              ensuite
                                                                                                                                                                                                                                                                                                         con01
                                                                                                                                                                                                                                                                                               swr                                                                             WATERPROOFING NOTE:
                                                                                                                                                                                      L2
                                                                                                                                                          L2                          d23                                                                                                                                                                                      A CONTINUOUS WATERPROOFING SYSTEM IS TO BE APPLIED AND
                                                                                                                                                          d22
                                                                                                                                                                                                                                   robes                                                                                                                                       CERTIFIED BY A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED
                                                                                                                                                                  wc                                                                                                                                                                                                           BY THE BUILDER. THE WATERPROOFING SYSTEM IS TO INCLUDE ALL SLAB
                                                                                                                                                                  con01                                                                                                                                                                                                        AND WALL JOINT SEALANTS/WATERSTOPS AS REQUIRED. REFER
                                                                                                                                                                                                                                                                                             vnt            vnt
                                                                                                                                                                                                                                                                      robe                                                                                                     ARCHITECT FOR FURTHER DETAILS.
                                                                                                                                                                                                                                                                             seat




                                                                                                                                                                                                                                                                                                                                                                                                                                       n da
                                                                                             planter
                                                                             L02
                                                                             w05




                                                                                                                                                                                                                                                                                                                                                                                                                                   b ou
                                                                                                                                                                                                           planter                                                           2.0m setback
                                                                                                                                                    L2                            L2                                                                                  L2




                                                                                                                                                                                                                                                                                                                                                                                                                              site
                                                                                                                                                    w06                           w07                                                                                 w08
                                                                                                                                                                                                                                                                             1.5m setback
                                                                        line
                                                                     er
                                                                  sew




                                                                                                        site boundary I 43.533 m approx I 270° 00' 00''




                                                                                                                                                                                                                                                                  ROOF FRAMING PLAN
                                                                                                                                                                                                                                                                       SCALE 1:100



C1    ##.##.####   REVISION NAME                                                                                                                                                         BRISBANE
                                               DESIGNED:                       APPROVED:
                                                                                                                                                                                    T: 07 3852 4333             CONSULTANTS:                                                                           PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT                                                                                              PROJECT NUMBER
                                                                                                                                                                                                                CONSULTANTS NAME                                                                                                                                                                                                                 S24-###
                                                                                                                                     WE S TE R A
                                                                                                                                                                                      GOLD COAST
                                               DRAWN:
                                                                                                                                                                                    T: 07 5571 1599                                                                                                    LOCATION: PROJECT LOCATION
                                                                                                                                                                                  SUNSHINE COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                              SHEET NUMBER
                                               CHECKED:
                                                                                                                                     PART NE RS                                     T: 07 5391 3777
                                                                                                                                                                                   NORTHERN NSW
                                                                                                                                                                                                               USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
                                                                                                                                                                                                               PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
                                                                                                                                                                                                                                                                                                       TITLE:                                 ROOF FRAMING PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                     .
                                               DATE:                                                               STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS                                                    DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
                                                                                                                                                                                    T: 02 6674 8047            THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
                                                                                                                                                                                 CENTRAL VICTORIA
                                                                                                                                                                                                                                                                                                                                              CLIENT NAME                                                                                                 ##
                                                                                                                                                                                                               STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
                                               PAGE SIZE:              A3      For and on behalf of                   www.westerapartners.com.au   ABN 52 097 417 975
                                                                                                                                                                                                               CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS.           CLIENT:                                                                                                                                REVISION
No.    DATE        REVISIONS       DRN   ENG                                   WESTERA PARTNERS PTY. LTD.                                                                           T: 03 5441 0922
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