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

                                                                                                                                                                                      EXISTING RAFTERS
                                                        8mm WEB STIFFENER                                                                                                              TO HAVE DOUBLE                                 EXISTING RAFTERS                                              EXISTING RAFTERS
                                                                                                                                                                                     FRAMING ANCHORS.                                                                              600
                                                         EITHER SIDE OF WEB
                                                                   5.0 C.F.W.                                                         EXISTING RAFTERS
                                                                                                                                      TO HAVE DOUBLE
                        EXISTING POLE                                                                                                 FRAMING ANCHORS.
                   PLATE TO BE BOLTED
                   TO NEW STEEL ROOF
                       BEAM, M12-600                                                                      400
                                                                                                       BEARING




                                                                                                                                                                                                                             EXISTING POLE                                                          ELONGATED 8mm THK
                                                                                                                               WALL                                                                                          PLATE TO BE BOLTED          8mm THK WEB                                CLEAT @ THIRD POINTS.
                                                                                                                               REINFORCEMENT                                                                                 TO NEW STEEL ROOF             STIFFENERS                               4/M12 BOLTS.
                                                      RB1-UB                                                                   AS SPECIFIED                                                                                  BEAM, M12-600

                                                                                                                                                                                                                 RB1-UB                                                            RB1-UB

                                                                                                                               40Mpa NON
                                                                                                                               SHRINK GROUT
                                              4/M16 BOLTS WITH LEVELING
                                               NUTS. 400mm CAST IN BOLT
                                                           WITH 50 COG
                                                                                                                                                                                                           SECTION            A                                         SECTION              B
                                                                                                                                                                                                           SCALE A1 - 1:10   S3.01                                      SCALE A1 - 1:10     S3.01
                                                                                                                               EXISTING 190 BLOCK                                                                                                                                                                             Check all dimensions before commencement of work.
                                                                                                                                                                                                           SCALE A3 - 1:20                                              SCALE A3 - 1:20
                                                                                                                               WORK TO BE CORE                                                                                                                                                                                Check Site boundary dimensions from the Title plans.
                                                        2/N12 VERTICAL BAR                                                     FILLED AND REINFORCED.                                                                                                                                                                         Check Building Boundary clearances by set out.
                                                        PLACED AT OPENING.                                                     N12-400 VERTICAL BARS                                                                                                                                                                          Notwithstanding the information supplied on this drawing, the
                      EXISTING UPPER
                                                               (one each pot)                                                                                                                                                                                                                                                 location, depth and extent of underground or overhead services
                      FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                              are to be confirmed and protected on site by the contractor prior
                                                                                                                                                                                                                                                                                                                              to commencement of works.




                                                                                                                                                                                                                                                                                                                               1    07.02.2023   FOR CONSTRUCTION                                  MS
                                                                                                                                                                                                                                                                                                                               P1   22.12.2022   PRELIMINARY                                       MS

                                                                                                                                                                                                                                                                                                                              Issue Date                       Description                         By

                                                                                                                                                                                                                                                                                                                              Drawing title -
                                                                                                                                                         EPOXY GROUTED SPECIFICATIONS:
                                                                                                                                                         ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING                                                                                                                     ROOF FRAMING DETAILS
                                                                                                                                                         RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS
                                                                                                    N12




                                                                                                                  N12




                                                                                                                         N12




                                                                                                                                                         PER MANUFACTURERS SPECIFICATION.


                                                                                                                                                                                                                                                                                                                              Project -

                                                                                                                                                                                                                                                                                                                              PROPOSED DECK
                                                       DOWN STAIRS                                                             EXISTING 190 BLOCK
                                                                                                                               WORK TO BE CORE
                                                                                                                                                                                                                                                                                                                              EXTENSION
                                                       DOOR OPENING
                                                                                                                               FILLED AND REINFORCED.
                                                                                                                               N12-400 VERTICAL BARS
                                                                                                                                                                                                                                                                                                                              Client -

                                                                                                                                                                                                                                                                                                                              Paul Cooper Homes
                                                        CUT FRONT FACE OF
                                                         BTM COURSES FOR
                                                       ANCHORING ACCESS.
                                                                                                                                                                                                                                                                                                                              Site -
                                                                                                                                    2N12 x 500(L) STARTER BARS
                                                                                                                                    EPOXY GROUTED 100mm INTO                                                                                                                                                                 24 Attunga Heights,
                                                                                                                                    EXISTING SLAB
                                                                                                                                                                                                                                                                                                                             Noosa Heads
                                                                                           LAP
                                                                                     400




                      EXISTING LOWER
                      FLOOR LEVEL

                                                                                                                                                                                                                                                                                                                                                                      Consulting Civil &
                                                                                            EMB'T
                                                                                             Min.
                                                                                     100




                                                                                                                                                                                                                                                                                                                                                                      Structural Engineers
                                                                                                                                                                                                                                                                                                                                                                      Project Management
                                                                                                                                                                                                                                                                                                                               ASSOCIATES PTY LTD
                                                                                                                                                                                                                                                                                                                                                                      & Planning

                                                                                UB / BLOCK WORK CONNECTION                                                                                                                                                                                                                    124 DUPORTH AVENUE
                                                                                                                                                                                                                                                                                                                              PO BOX 16 MAROOCHYDORE QLD 4558
                                                                                                                                                                                                                                                                                                                              E-MAIL: [email protected]

                                                                                     DETAIL                       1                                                                                                                                                                                                           Ph (07) 5443 7777         Fax (07) 5443 7577

                                                                                     SCALE A1 - 1:10                                                                                                                                                                                                                          Approved:
                                                                                                                 S3.01
                                                                                     SCALE A3 - 1:20
                                                                                                                                                                                                                                                                                                                              KEVIN COVEY             BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
                                                                                                                                                                                                                                                                                                                              CHRIS CAMP              BEng(Hons), MIEAust, RPEQ4944


                                                                                                                                                                                                                                                                                                                              Checked :          MC      Design :     SC        Drawn :    MS
                                                                                                                                                                                                                                                                                                                              Scales :      AS SHOWN

                                                                                                                                                                                                                                                                                                                              Document Stage :                   CONSTRUCTION

                                                                                                                                                                                                                                                                                                                              Project :     223315           Sheet No.            S3.02
                                                                                                                                                                                                                                                                                                                              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