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.



                                                                                                                                       2
         ANY EXTERNAL ABOVE GROUND TIMBER MUST BE
                                                                                                                                      S1.02
         SEALED IN ACCORDANCE WITH AS1684 BEFORE IT IS
         INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES
         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 SUB FLOOR                                  ASSUMED EXISTING
         MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP                                                                                                                     REINFORCED 200 SERIES                               FOUNDATION
         (OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK                                                                                                                    MASONRY WALLS                                       ALIGNMENT.
         JOISTS & DECK BEARERS TO AGAIN MINIMISE THE




                                                                                                              C1
         INGRESS OF MOISTURE.                                                                                             PF1

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




                                                                                                                         EXISTING LOWER       4N16 x 500(L) (Galv.) DOWEL BARS
                                                                                                                           DECK OVER
               ALL TIMBER TO BE                                                                                                               (2 TOP, 2BTM)
                                                                                                                                              EPOXY GROUTED INTO EXISTING
               TERMITE RESISTANCE                                                                                                             FOOTING, 150mm EMB'T DEPTH.




                                                                                                                   SF1
                                                                                                                                                                                                                                                                                                          Check all dimensions before commencement of work.
               H3 TREATED                                                                                                       SF1                                                                                                                                                                       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
                                                                                                                                                                                                                                                                                                          are to be confirmed and protected on site by the contractor prior
                                                                                                                                                                                                                                                                                                          to commencement of works.



               BASE OF FOOTING TO BE TESTED BY GEOTECH
               ENGINEER FOR SOIL CAPACITIES PRIOR TO                                                                     PF1
                                                                                                               C1




               PLACEMENT OF CONCRETE.                                                                                                                                                        EXISTING CONCRETE                                                                                             2    08.02.2023   NATATION UPDATED                                  MS

               BUILDER TO CONTACT COVEY ENGINEERS FOR SITE                                                                                                                                   FLOOR SLAB OVER FILL                                                                                          1    07.02.2023   FOR CONSTRUCTION                                  MS
                                                                                                                                                                                                                                                                                                           P1   22.12.2022   PRELIMINARY                                       MS
               ASSESSMENT DURING EXCAVATION. FURTHER SITE
               INSTRUCTIONS TO BE GIVEN TO DETERMINE                                                                            SF1                                                                                                                                                                       Issue Date                       Description                         By
                                                                                               EXISTING PAD
               FOUNDING DEPTH.
                                                                                                                   SF1




                                                                                                    FOOTING                                                                                                                                                                                               Drawing title -

                                                                                                                                                                                                                                                                                                         FOUNDATION AND
                                                                                                                         PF1     SF1                                                                                                                                                                     FRAMING PLAN
                                                                                                               C1




                                                                                                                                                                                                                                                                                                          Project -
                                                                                      1                                                                                                                                                                                                                   PROPOSED DECK
                                                                                     S1.02
                                                                                                                                                                                                                            EXISTING REINFORCED                                                           EXTENSION
                                                                                                                                                                                                                            200 SERIES MASONRY
                                                                                               EXISTING PAD                                                                                                                 WALLS WHERE RETAINED.
                                                                                                    FOOTING                                                                                                                                                                                               Client -

                                                                                                                                                                                                                                                                                                          Paul Cooper Homes


                                                                                                                                                                                                                                                                                                          Site -

                                                                                                                                                                                                                                                                                                         24 Attunga Heights,
                                                                                                                                                                                                                                                                                                         Noosa Heads
                                                                                                                                                                                                                                                     PRIOR TO COMMENCEMENT OF WORKS, ALL
                                                                                                                                                                 FOUNDATION AND FRAMING PLAN                                                         STRUCTURAL MEMBERS TO BE FULLY PROPPED AND
                                                                                                                                                                                                                                                     BRACED BEFORE REMOVAL OF SUPPORTING WALLS
                                                                                                                                                                                         SCALE A1 - 1:50                                             AND COLUMNS.
                                                                                                                                                                                         SCALE A3 - 1:100                                                                                                                                         Consulting Civil &
                                                                                                                                                                                                                                                                                                                                                  Structural Engineers
                                                                                                                                                                       FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
                                                                                                                                                                       DETAILS REFER TO ARCHITECT'S DRAWINGS                                        FOUNDING MATERIAL:                                                                            Project Management
                                                                                                                                                                                                                                                    ALL FOOTINGS TO BE FOUNDED 300 INTO NATURAL SILTY      ASSOCIATES PTY LTD
                                                                                                                                                                                                                                                                                                                                                  & Planning
                                                                                                                                                                                                                                                    SANDS, WITH A Min 50Kpa BEARING CAPACITY TO BE
                                                                                                                                                                                                                                                    CONFIRMED BY GEOTECH.
                                                                                                                                                                                                                                                                                                          124 DUPORTH AVENUE
                                                                                                                                                                             NOTES AND LEGEND
                                                                                                                                                                                                                                                                                                          PO BOX 16 MAROOCHYDORE QLD 4558
                                                                                                                                                                             FOR GENERAL NOTES REFER DWG S0.01 & S0.02
                                                                                                                                                                                                                                                                                                          E-MAIL: [email protected]
                                                                                                                                                                                                                                                    FOOTING EXCAVATIONS:
                                                                                                                                                                                                                                                                                                          Ph (07) 5443 7777         Fax (07) 5443 7577
                                                                                                                                                                             FOOTINGS:                                                              THIS SITE CONSIST OF LOOSE TO MEDIUM DENSE SILTY
                                                                                                                                                                             SF1 -         300(w) x 400(d) STRIP FOOTING.                           SANDS. ANY FOOTINGS CONSTRUCTED IN THE UPPER          Approved:
                                                                                                                                                                             PF1 -         600(sq) x 450(d)Min. PAD FOOTING                         PROFILE OF THE SITE MAY EXPERIENCE SHIFTING SANDS
                                                                                                                                                                                                                                                    AND COLLAPSING OF FOOTINGS. THEREFORE THE
                                                                                                                                                                                                                                                                                                          KEVIN COVEY             BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
                                                                                                                                                                                                                                                    BUILDER SHOULD ALLOW FOR ADDITIONAL VOLUMES OF
                                                                                                                                                                             POSTS:                                                                                                                       CHRIS CAMP              BEng(Hons), MIEAust, RPEQ4944
                                                                                                                                                                                                                                                    CONCRETE TO ENSURE SUFFICIENT QUANTITIES.
                                                                                                                                                                             C1 -          89 x 89 x 3.5 SHS POST (Galv.)
                                                                                                                                                                                                                                                                                                          Checked :          MC      Design :     SC        Drawn :    MS
                                                                                                                                                                                                                                                                                                          Scales :      AS SHOWN
                                                                                                                                                                                                                                                    EPOXY GROUTED SPECIFICATIONS:
                                                                                                                                                                                                                                                    ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING       Document Stage :                   CONSTRUCTION
               WALL LEGEND                                                                                                                                                                                                                          RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS
                                                                                                                                                                                                                                                    PER MANUFACTURERS SPECIFICATION.
                  EXISTING INTERNAL LOAD BEARING STUD FRAMING OVER                                                                                                                                                                                                                                        Project :     223315           Sheet No.            S1.01
                  EXISTING REINFORCED MASONRY WALLS.                                                                                                                                                                                                                                                      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