Appendix E - Structural Engineering Drawings (Issue 1 - Dated 07-02-2023) · EXE23/0035

         ANY EXTERNAL TIMBER TO BE ABOVE GROUND
         CLASS 1 DURABILITY OR H3 TREATED.
         ALL EXTERNAL TIMBER TO BE PAINTED.




         ANY EXTERNAL ABOVE GROUND TIMBER MUST BE
         SEALED IN ACCORDANCE WITH AS1684 BEFORE IT IS
                                                                                                                        1
         INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES                                                                S3.02
         MUST BE SEALED BEFORE INSTALLATION TO
         MINIMISE THE INGRESS OF MOISTURE.
         CUTS TO BE TREATED WITH H3 ENSEAL OR SIMILAR.

         IT IS FURTHER RECOMMENDED THAT ONCE SEALED,
         MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP
         (OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK
         JOISTS & DECK BEARERS TO AGAIN MINIMISE THE
         INGRESS OF MOISTURE.




                                                                                     xC
         WHERE SMARTLVL 13 OR SMARTLAM GL17 ARE
         USED IN AN LOSP H3 APPLICATION PLEASE REFER
         TILLING DESIGN GUIDES FOR INSTALLATION
         CONSIDERATIONS & RECOMMENDATIONS.




               ALL TIMBER TO BE




                                                                                     xC
               TERMITE RESISTANCE                                                                      A                                                                                            Check all dimensions before commencement of work.
               H3 TREATED                                                                             S3.02                                                                                         Check Site boundary dimensions from the Title plans.
                                                                                                                                                                                                    Check Building Boundary clearances by set out.
                                                                                                                                                                                                    Notwithstanding the information supplied on this drawing, the
                                                                                                                                                                                                    location, depth and extent of underground or overhead services
                                                                                                              EC                                                                                    are to be confirmed and protected on site by the contractor prior
                                                                                                                                                                                                    to commencement of works.




                                                                                          xRB
                                                                                     xC
                                                                                                                                                                            xR1
                                                                                                                                   xR1                                                               1    07.02.2023   FOR CONSTRUCTION                                  MS




                                                                                                               RB1
                                                                                                xR1
                                                                                                                                                                                                     P1   22.12.2022   PRELIMINARY                                       MS

                                                                                                                                                                                                    Issue Date                       Description                         By

                                                                                                       B                                                                                            Drawing title -
                                                                                                      S3.02   EC
                                                                                                                                                                                                   ROOF FRAMING PLAN
                                                                                     xC




                                                                                                                                                                                                    Project -

                                                                                                                                                                                                    PROPOSED DECK
                                                                                                                                                                                                    EXTENSION

                                                                                                                                                                                                    Client -
                                                                                     xC




                                                                                                                                                                                                    Paul Cooper Homes


                                                                                                                                                                                                    Site -

                                                                                                                                                                                                   24 Attunga Heights,
                                                                                                                                                                                                   Noosa Heads
                                                                                                                     ROOF FRAMING PLAN                                            EXISTING ROOF
             EXTERNAL FASTENERS:                                                                                                      SCALE A1 - 1:50                             TRUSSES OVER
             ALL EXTERNAL METAL FASTENERS / BRACKETS INCLUDING                                                                        SCALE A3 - 1:100                                                                                      Consulting Civil &
             JOIST HANGERS, FRAMING ANCHORS, AND STRAPS WITHIN
             2.0Km OF THE COAST LINE TO BE MARINE GRADE (316)                                                                                                                                                                               Structural Engineers
             STAINLESS STEEL.                                                                                      FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
                                                                                                                   DETAILS REFER TO ARCHITECT'S DRAWINGS
                                                                                                                                                                                                                                            Project Management
                                                                                                                                                                                                     ASSOCIATES PTY LTD
                                                                                                                                                                                                                                            & Planning

             PRIOR TO COMMENCEMENT OF WORKS, ALL                                                                                                                                                    124 DUPORTH AVENUE
             STRUCTURAL MEMBERS TO BE FULLY PROPPED AND                                                                 NOTES AND LEGEND
                                                                                                                                                                                                    PO BOX 16 MAROOCHYDORE QLD 4558
             BRACED BEFORE REMOVAL OF SUPPORTING WALLS                                                                  FOR GENERAL NOTES REFER DWG S0.01 & S0.02
                                                                                                                                                                                                    E-MAIL: [email protected]
             AND COLUMNS.
                                                                                                                                                                                                    Ph (07) 5443 7777         Fax (07) 5443 7577
                                                                                                                        RAFTERS:
                                                                                                                                                                                                    Approved:
                                                                                                                        xR1 -           EXISTING TIMBER RAFTERS @ 900ctrs
                                                                                                                        ROOF BEAMS:                                                                 KEVIN COVEY             BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
                                                                                                                        RB1 -           310UB 40 STEEL ROOF BEAM                                    CHRIS CAMP              BEng(Hons), MIEAust, RPEQ4944
                                                                                                                        xRB -           EXISTING TIMBER ROOF BEAM
                                                                                                                                                                                                    Checked :          MC      Design :     SC        Drawn :    MS
                                                                                                                        POSTS:
                                                                                                                        C1 -            89 x 89 x 3.5 SHS COLUMN (Galv.)                            Scales :      AS SHOWN
                                                                                                                        xC -            EXISTING HDWD COLUMN
               WALL LEGEND                                                                                                                                                                          Document Stage :                   CONSTRUCTION
                                                                                                                        CLEATS:
                  EXISTING INTERNAL STUD FRAMING UNDER                                                                  EC -            DENOTES ELONGATED CLEATS AT THIRD                           Project :     223315           Sheet No.            S3.01
                                                                                                                                        POINTS, REFER SECTION.
                  EXISTING REINFORCED MASONRY WALLS UNDER.                                                                                                                                          Digital Ref : 223315 - STRUC                   Issue :      1
                                                                                                                                                                                                    This document is copyright and shall not be copied without written
                                                                                                                                                                                                    approval, nor shall it be used except for the development and the
                                                                                                                                                                                                    site specified.
c:\12dS\data\12DSERVER\223315_2620\DWG Covey\Struc\Uncontrolled\223315 - STRUC.dwg                                                                                                                Plot 08 Feb, 2023 - 08:34