Attachment 3 - Amended Building Approval · RAL20/0005

                                                                                                           A                                     B                                                                                   C                                                                                   D                                                                            E




                                                                                                            190       3,685                190                                                                                      14,710                                                                        190                                              6,000




                                                                                                                                                                                                                                         NOTE: PROVIDE DRAINAGE & CRUSHER DUST
                                                                                                                                                                                                                                         UNDER ALL EXISTING DECKING. MIN 150mm
                                                                                                                                                                                                                                         BELOW BOTTOM OF JOIST. LAST BOARD SCREW                                                                                                              100 crs




                                                                                                                                                                                                                                                                                                  7
                                                                                                                                                                                                                                         FIXED FOR TERMITE INSPECTION

                             03                                                                                                                        DP'S
                                                                                                                                                                                                                                                                                                                                                                                                                                                    03




                                                                                                                                                                                                                                                                                   01
                                                                                                          HOSE                                                                                DASHED LINE INDICATES OUTLINE OF




                                                                                                                                                                                                                                                                                                                                                                                                                               1,690
                                       2,090




                                                                                                          COCK >                                                                              GRAVEL BUILDING PAD




                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                      FFL 14,420
                                                                                                                                                                                              HATCHED AREA DENOTES WET AREA
                                                                                                                                                                                                                                                                                                                                                                          FFL 14,040
                             02                                                                                                                                                                                                                                                                                                                                                                                                                     02




                                                                                                                                                                                                                                                                                                                                     1,870
                                                                                                                                                                               90 SHS




                                                                                                                                                                                                                                                                                                                                     1,970




                                                                                                                                                                                                                                                                                                                                                                                                                               1,245
                                                                                                                                                                                                                                                               8-
                                                                                                                                                                                                                                      90 SHS                                                    90 SHS




                                                                                                                                                                MIXER>
                                                                                                                      FFL 14,800                     SHOWER
                                                                                                                                                     900x2180            FW
                                                          1,840




                                                                                                                                                                              SSFG                                                                                                                                                                                                                        100 CHS




                                                                                                                                                                                                                                                     -0


                                                                                                                                                                                                                                                                                                                                     100
                                                                                                                   2,375
                                                                                3,010




                                                                                                                                                                                                                                                                                                                               DP
                                                                   190




                                                                                                                                                                         FW
                                                                                                                                                                                                                                      90 SHS                                                    90 SHS
                                                                                                                                                                                                                                                                                                                                    150




                                                                                                                                                                                                                                                                                                                                                                                                                               3,000 crs
                                                                                                                                   1,170




                                                                                                                                                                                                                                                                                                                                                                                                                      6,250
                                                                                                                                                                                                                                         14
                                                                   980




                                                                                                                                                                                     90 SHS
                                       7,580




                                                                                                                                                                                                                                                                                                                                                                                                                                           7,980
                                                                                190




                                                                                                                                                                                                                                                                         FFL 14,800                                                                                                                       100 CHS




                                                                                                                                                                                                                                                                                                  MIXER>
                                                                                                                                                                                                                 ED
                                                                                                                                                                                                                                                                                                          FW
                                                          5,360




                                                                                                                                                                                                                                                                                                       SHOWER
                                                                                                                                                                                                90 SHS                     90 SHS                         90 SHS                       90 SHS          900x1565
                                                                                                                                                                                                                                                                                                                                                           4,927                                973
                                                                   4,190

                                                                                3,810




                                                                                                                                                                                                                                                                                                                  SSFG




                                                                                                                                                                                                                                                                                                                                                                                                                      190
                                                                                                                                                                                                                                                                                                                             FALL




                                                                                                                                                                                                                                                                                                                                                                                                                               3,735
                                                                                                                       FFL 13,900                                                                                                        NOTE: BUILDING PLATFORM TO BE IN STRICT
                                                                                                                                                                                                                                         ACCORDANCE WITH ENGINEERS SPECIFICATIONS                          FW



                                                                                                                                                                                          D




                                                                                                                                                                                                                                                                                                                                                                                                                      1,350
                                                                                190




                                                                                                                                                                                        EN
                                                                                                                                                                                                90 SHS                     90 SHS                         90 SHS                                90 SHS                                                                             DUCT
                             01                                                                                                                                                                                                                                                                                               ▵HOSE COCK                                                                                                            01
                                                                                                                                                                                                                                         NOTE: SHS POST LAYOUT INDICATIVE ONLY!
                                                          380




                                                                                380




                                                                                                                                                 30




                                                                                                                                                                                                                                                                                                                                                                                                                      190
                                                                                                                                                                                                                                         ENGINEERS SPECIFICATIONS TAKE PRECEDENCE
                                                                                                                                                        AM


                                                                                                                                                                                                                                         CONCRETE DRAIN TO ENGINEERS SPECIFICATIONS



                                                                                                            190       3,685                190                                                                                       14,710                                                                                   190                            4,760                            1,140

                                                                                                                       4,065


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




                                                                                                                                                                                                                                                                                                                                                                                                2016 - 0730
SLAB SETOUT PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                 1:100

                                                                                                                   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
                                                                                                                                                                                                                                                                                                                                                                                                                                                            23 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