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                                              3                                           2
         INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES                                            S2.02                                       S2.02
         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,
                                                                                                                                                                                              EXISTING UPPER MASONRY WALL
         MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP
                                                                                                                                                                                              1700(L) TO BE CORE FILLED.
         (OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK                                                                                                                                        N12 - 400 VERTICAL BARS.
         JOISTS & DECK BEARERS TO AGAIN MINIMISE THE
         INGRESS OF MOISTURE.




                                                                                                           C1
                                                                                                                      DJ
         WHERE SMARTLVL 13 OR SMARTLAM GL17 ARE
         USED IN AN LOSP H3 APPLICATION PLEASE REFER
         TILLING DESIGN GUIDES FOR INSTALLATION




                                                                                                                                                                           Min./Max.
         CONSIDERATIONS & RECOMMENDATIONS.




                                                                                                                                                                    1700
                                                                                                                JT1
               ALL TIMBER TO BE                                                                                                                                                               KNOCK OUT FRONT FACE OF EXISTING
               TERMITE RESISTANCE                                                                                          J1                                                                 BLOCK WORK FOR 2/N 12 x 500(L)




                                                                                                                FB1
                                                                                                                                                                                              STARTER BARS EPOXY GROUTED INTO         Check all dimensions before commencement of work.
               H3 TREATED                                                                            A                                                                                        SLAB REFER DETAIL.                      Check Site boundary dimensions from the Title plans.
                                                                                                                                                                                                                                      Check Building Boundary clearances by set out.
                                                                                                   S2.02                                                                                                                              Notwithstanding the information supplied on this drawing, the
                                                                                                                                                                                                                                      location, depth and extent of underground or overhead services
                                                                                                                                                                                                                                      are to be confirmed and protected on site by the contractor prior
                                                                                                                                                                                              EXISTING LOWER LEVEL MASONRY
                                                                                                                                                                                                                                      to commencement of works.
                                                                                                                                                                                              WALL SHOWN HATCHED TO BE




                                                                                                                                WP
                                                                                                                                                                                              CORE FILLED AND REINFORCED.
                                                                                                                                                                                              N12 - 400 VERTICAL BARS
                                                                                                           C1




                                                                                                                                                                                                                                       2    08.02.2023   NOTATION ADDED                                    MS

                                                                                                                                                                                                  EXISTING FLOOR                       1    07.02.2023   FOR CONSTRUCTION                                  MS




                                                                                                                                       xFB
                                                                                                                                                                                                  FRAMING                              P1   22.12.2022   PRELIMINARY                                       MS

                                                                                                                                                                                                                                      Issue Date                       Description                         By
                                                                                                                FB2




                                                      1                                                                                                                                                                               Drawing title -

                                                     S2.02                                                                                                                                                                           UPPER FLOOR FRAMING PLAN
                                                                               ALL EXPOSED STRUCTURAL
                                                                                                           C1




                                                                                                                                                                                              KNOCK OUT FRONT FACE OF EXISTING
                                                                            TIMBER TO BE FULLY ENCASED                                                                                        BLOCK WORK FOR 2/N 12 x 500(L)
                                                                            AND WEATHERED PROOFED, i.e                DJ
                                                                                                                                                                                              STARTER BARS EPOXY GROUTED INTO
                                                                            ALL SURFACES TO BE PAINTED                                                                                        SLAB REFER DETAIL.                      Project -
                                                                               AND CLAD IN F.C SHEETING.
                                                                                                                                                                                                                                      PROPOSED DECK
                                                                                                                                                                                              EXISTING UPPER MASONRY WALL TO
                                                                                                                                                                                              BE DEMO AND RE-BUILT AS PER PLAN.       EXTENSION
                                                                                                                                                                                              N12 - 400 VERTICAL BARS


                                                                                                                                                                    1700
                                                                                                                                                                           Max.
                                                                                                                                                                                              N12 - 400 HORZ. BARS
                                                                                                                                                                                                                                      Client -
                                                                                                                                                             MJ
                                                                                                                                                                                                                                      Paul Cooper Homes


                                                                                                                           EXISTING 190sq MASONRY PIER TO                                                                             Site -
                                                                                                                           BE CORE FILLED AND REINFORCED
                                                                                                                                      WITH 1/N16 VERT BAR.                                                                           24 Attunga Heights,
                                                                                                                                                                                                                                     Noosa Heads
                                                                                                                                                                  UPPER FLOOR FRAMING PLAN
                                                                                                                                                                                             SCALE A1 - 1:50
                                                                                                                                                                                             SCALE A3 - 1:100
                                                                                                                                                                                                                                                                              Consulting Civil &
                                                                                                                                                                    FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
                                                                                                                                                                    DETAILS REFER TO ARCHITECT'S DRAWINGS                                                                     Structural Engineers
                                                                                                                                                                                                                                                                              Project Management
                                                                                                                                                                                                                                       ASSOCIATES PTY LTD
                                                                                                                                                                                 NOTES AND LEGEND                                                                             & Planning
                                                                                                                                                                                  FOR GENERAL NOTES REFER DWG S0.01 & S0.02
             PRIOR TO COMMENCEMENT OF WORKS, ALL                                                                                                                                                                                      124 DUPORTH AVENUE
             STRUCTURAL MEMBERS TO BE FULLY PROPPED AND                                                                                                                           JOISTS:
                                                                                                                                                                                                                                      PO BOX 16 MAROOCHYDORE QLD 4558
             BRACED BEFORE REMOVAL OF SUPPORTING WALLS                                                                                                                            J1 -         150 x 45 (LVL)13 JOISTS @ 450ctrs
                                                                                                                                                                                                                                      E-MAIL: [email protected]
             AND COLUMNS.                                                                                                                                                         DJ -         DOUBLE JOIST, NAIL LAMINATED or
                                                                                                                                                                                               150 x 63 (LVL)13 SINGLE END JOIST.     Ph (07) 5443 7777         Fax (07) 5443 7577
                                                                                                                                                                                  JOIST TRIMMER:                                      Approved:
                                                                                                                                                                                  JT1 -          150 x 45 (LVL)13 JOIST TRIMMER
                WALL LEGEND                                                                                                                                                       BEARERS:                                            KEVIN COVEY             BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
                   EXISTING INTERNAL LOAD BEARING STUD FRAMING OVER                                                                                                               FB1 -        200PFC STEEL BEARER (Galv.)            CHRIS CAMP              BEng(Hons), MIEAust, RPEQ4944
                                                                                                                                                                                  FB2 -        200 x 45 (LVL) 13
                   EXISTING REINFORCED MASONRY WALLS OVER.                                                                                                                        xFB -        200 x 75 HDWD EXISTING BEARER          Checked :          MC      Design :     SC        Drawn :    MS

                   EXISTING INTERNAL STUD FRAMING UNDER                                                                                                                           POSTS:                                              Scales :      AS SHOWN
                                                                                                                                                                                  C1 -         89 x 89 x 3.5 SHS COLUMN (Galv.)
                   EXISTING REINFORCED MASONRY WALLS UNDER.                                                                                                                       xC -         EXISTING HDWD COLUMN
                                                                                                                                                                                                                                      Document Stage :                   CONSTRUCTION
                                                                                                                                                                                  ARTICULATION JOINT:                                 Project :     223315           Sheet No.            S2.01
                   190 REINFORCED BLOCK WALL OVER
                                                                                                                                                                                  MJ -           BLOCK WORK ARTICULATION JOINT,
                   EXISTING 190 LOWER LEVEL BLOCK WALL TO BE CORE
                                                                                                                                                                                  WALL PLATE:
                                                                                                                                                                                                 REFER DETAIL                         Digital Ref : 223315 - STRUC                   Issue :      1
                   FILLED AND REINFORCED WITH N12 - 400 VERT.
                                                                                                                                                                                  WP -           200 x 75 HDWD                        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