Attachment 3 - Amended Building Approval · RAL20/0005

                                                                                                                                                                                                                                                                                     REFER ENGINEERS DOCUMENTATION FOR ALL FRAMING SIZES
                                                                                                                                                                                                                                                                                     REFER TRUSS MANUFACTURERS DOCUMENTATION FOR POINT LOADS
                                                                                                                                                                                                                                                                                     ALL BEARERS TO BE CONCEALED IN FLOOR CAVITY. (UNO) ALL JOIST TO BUTT JOIN INTO BEARERS. (UNO)
                                                                                                                                                                                                                                                                                     ENGINEERS DESIGN AND SPECIFICATION TO TAKE PRECEDENCE
                                                                                                                                                                                                                                                                                     CML      - Concrete Masonry Lintel
                                                                                                                                                                                                                                                                                     PT LOAD  - Point Load
                                                                                                                                                                                                                                                                                     LBW      - Load Bearing Wall
                                                                                                                                                                                                                                                                                     TL       - Denotes Timber Lintel To Eng. Specs
                                                                                                                                                                                                                                                                                     TL/GML   - Timber Lintel/Galvanized Masonry Lintel                           LEGEND
                                                                                                                                                                                                                                                                                     CB       - Concealed Beam To Eng. Specs. & Details
                                                                                                        A                                                      B                                                            C                                                            D
                                                                                                                                                                                                                                                                                     BEARER   - Floor Bearer To Engineers Specifications     E                           FLOOR BEARER
                                                                                                                                                                                                                                                                                     DECK     - Deck Bearer To Engineers Specifications
                                                                                                                                                                                                                                                                                     BEARER                                                                              FLOOR JOIST

                                                                                                                                                                                                                                                                                         90                                                                              ROOF TRUSS
                                                                                                                                                                                                                                                                                              - Denotes 90SHS Post To Engineers Specifications
                                                                                                                                                                                                                                                                                                                                                                         RAFTER
                                                                                                                                                                                                                                                                                         250  - Denotes 250x250 Dressed Hardwood Post To Engineers Specifications
                                                                                                                                                                                                                                                                                                                                                                         ROOF BEAM




                                                                                                                                                                                                                                                                                                                            CROSSED HATCHED AREA DENOTES TRUSSES OVER TO
                                                                                                                                                                                                           HATCHED AREA DENOTES RAFTERS OVER
                                                                                                                                                                                                                                                                                                                            TRUSS MANUFACTURERS SPECIFICATIONS - REFER TO
                                                                                                                                                                                                           TO ENGINEERS SPECIFICATIONS
                                                                                                                                                                                                                                                                                                                            SECTIONS FOR FURTHER DETAILS




                                                                                                                                                                                                                                                                          7
                             03                                                                                                                                                                                                                                                                                                                                                                                        03




                                                                                                                                                                                                                                                       01
                                                                                                                                     100 CHS     CB
                                     2,090




                                                                                                                                                                                                                                                  2
                             02                                                                                                                                                                                             90 SHS                                     90 SHS
                                                                                                                                                                                                                                                                                                                                                                                                                       02




                                                                                                                                                                                                                                               8-
                                                                                                                                                               90 SHS
                                                                                                                RAKED FASCIA BEAM




                                                                                                                                                         G
                                                                                                                                                       EILIN




                                                                                                                                                                                                                                     -0
                                                                                                                                                      ED C
                                                                                                                                                  RAK




                                                                                                                                                                                                                                14
                                                                                                                                      100 CHS     CB
                                     7,580




                                                                                                                                                                                              RA
                                                                                                                                                                                                KE
                                                                                                                                                                                                     DC
                                                                                                                                                                                                       EIL
                                                                                                                                                                                                          ING

                                                                                                                                                               90 SHS




                                                                                                                                                                                                                ED
                                                   CANTILEVERED
                                                   CONCEALED BEAM
                                                                                                                                    CONCEALED CANTILEVERED
                                                                                                                                            BEAM                                  D                                                                    RAKE
                                                                                                                                                                                                                                                            D   CEIL
                                                                                                                                                                                                                                                                    ING
                                                                                                                                                                                                                                                                                                                 KED
                                                                                                                                                                                                                                                                                                                       CE
                                                                                                                                                                                                                                                                                                                          ILIN
                                                                                                                                                                                                                                                                                                                              G
                                                                                                                                                                                                                                                                                                                                                           CE
                                                                                                                                                                                                                                                                                                                                                              ILIN
                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                EN
                                                                                                                                                                                                                                                                                                               RA                                    KED
                                                                                                                                                                                                                                                                                                                                                  RA
                             01                                                                                                                                90 RHS                90 SHS                        90 SHS             90 SHS
                                                                                                                                                                                                                                                                                                                                                                                                                       01
                                                                                                                                                                   AM


                                                                                                                                                                        ALL BEAMS WITHIN RAFTERED CEILING
                                                                                                                                                                        TO BE CONCEALED WITHIN ROOF



                                                                                                                                               3,975                                 7,110                                                     7,690                                                                                6,090
                                                                                                        A                                                      B                                                            C                                                               D                                                                               E




                                                                                                                                                                                                                                                                                                                                                                       2016 - 0730
     ROOF FRAMING PLAN                                                                                                                                                                                                                                                                                                                                                                                                              1:100
   ENGINEERS DESIGN AND SPECIFICATION TO TAKE PRECEDENCE

                                                                                                                                        SITE ADDRESS                                                                                                        BUILDER                                                                 CLIENT                                                       PROJECT DESCRIPTION        ISSUE   REVISION
                                                                                                                                                                                                                                                                          SX Constructions                                                     S Tritton & P Loxton                              Proposed Additions         WD D - 02
                                                                                                                                        Lot 2 No 20 Mitti Street - Noosa Heads -                                                                                                                                                    STATUS : Issued For Building       DRAWN :      CH           PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                            SHEET NO.
                                                                                                                                                                                                                                                                                                                                                                                                 VBD 15 10
                                                                                                                                                                                                                                                                                                                                             Approval
                                                                                                                                                                                                                                                                                                                                                                                                                               26 of 29
                                                                                                                                                                                                                                                                                                                                                                       CECKED BY:   CLH
                                                                                                                                                                                                                                                           © 2015 These drawings remain copyright of VOID Building Design and
  04 3 1 5 14 4 8 3          / C HR IS @ V O ID B UIL D ING D E S IG N. C O M
GSPublisherEngine 1143.3.3.100
                                                                                / Q B C C L IC N O 13 17 6 10                                                                                                                                              may not be used in part or in whole without written consent by the author. DATE :   10/08/2017              PLOT DATE:   10/08/2017