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Approved Plans & Documents - EXE22/0017

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                                                                                                                                                                                                       LINDSAY CONSULTING PTY
                                                                                                                                                                                                         LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                          LTD


                                                                                                                                                                                                                                                               RPEQ 4928
                                                                                                                                                                                                       OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118

                                                                                                                                                                                                      THIS DRAWING REMAINS THE PROPERTY OF
                                                                                                                                                                                                      LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                                                                                                                                        THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                      MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                                         PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                            LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                      CLIENT AND PROJECT DESCRIPTION
                                                                                                                                                                                                       PAUL CLOUT DESIGN
                                                                                                                 Lift shaft
                                                                                                                                                                                                       PROPOSED RESIDENCE
                                                                                                                 by others                                                                             NO. 27 ADAMS STREET
                                                                                                                                                                                                       SUNSHINE BEACH
                                                                                                                                 R.C. SLAB ON
                                External & internal freestanding                                                                   GROUND
                                                                                                            id
                             blockwork shall be 200 series with                                          vo
                               N16 bars @ 400 CRS each way                                                                                                                                            DRAWING TITLE
                                                                                                                                                                                                       STRUCTURAL PLAN


                                                                   Stair design                                                                                                                       SCALES
                                                                     by others




                                                                                              id
                                                                                              vo
                                                                                                                                                           Bracing Required          265.0 kN          0                                1            2   3        4m
                                                                                                                                                           Bracing Provided          >>270kN
                                                                                                                                                                                                        Orig. 1:100

                                                                                                                                                                                                      SURVEY DATUM

              R.C. SLAB ON                                                                                                                                                                             .
                GROUND
                                                                                                                                                                                                      ASSOCIATED CONSULTANTS


                                                                                                                                                           Bracing Required          206.0 kN
                                                                                                                                                           Bracing Provided          >>210kN
                                                    200 series blockwork retaining walls.
                                                   Reinforcement as per foundation details.
                                                                                                                                                        WIND CLASSIFICATION - N4

                                                                                                                                                        STUD HEIGHTS & SIZES

                                                                                                                                                        NON LOAD BEARING WALLS

                                                                                                                                                        STUDS 2700 - 90x35 MGP10 @ 450 CRS

                                                                                                                                                        TOP PLATE - 90x35 MGP10

                                                                                                                                                        BOTTOM PLATE - 90x35 MGP10                   REVISION LIST
                                                                                                                                                                                                     A BUILDER REVIEW - NOT FOR CONSTRUCTION                      19/08/22
                                                                                                                                                        NOGGINGS - 1350mm CRS MAXIMUM

                                                                                                                                                        ALL STUDS NOT NOTCHED

                                                                                                                                                        ROOF BATTENS
                                                                                                                                                        METAL ROOF BATTENS FIXED IN
                                                                                                   SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE      ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                        SPECIFICATIONS
                                                                                                   ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
BASEMENT STRUCTURAL PLAN                                                                           SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO   PROTECTIVE COATINGS FOR STEELWORK MUST
                                                                                                                                                        BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND   Computer File

SCALE 1:100                                                                                        SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.          TABLE 3.4.4.2
                                                                                                                                                                                                    DRAWING NUMBER
                                                                                                                                                                                                                                      220873FD.DWG
                                                                                                                                                                                                                                                               SHEET   REV.

                                                                                                                                                                                                                                       22-0873-F13               13 A

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