Approved Plans & Documents - EXE22/0017

 SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
 ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
 SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
 SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                                                                                                                                                                     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
 400 x 300mm formed concrete                             200 series blockwork with
                                                                                                                                                                                                                                                                CLIENT AND PROJECT DESCRIPTION
 angled column with 6-N16 with                           N16 bars @ 400 crs each
          R10 ligs @ 300 CRS                                   way and as shown.                                                                                                                                                                                 PAUL CLOUT DESIGN
                                                                                                                                                                                                                                                                 PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                 NO. 27 ADAMS STREET
                                                                                                                                                                                                                                                                 SUNSHINE BEACH
                                                                                                                                                      Lift shaft
                                                                                                                                                      by others
                                                                                                                                                                                                                                                                DRAWING TITLE
  Blockwork planter box                                                                                                                                                                                                                                          STRUCTURAL PLAN
  as per builders specs.                                                                                                                    id
          300 max high.                                                                                                                   vo

                                                     5-N16 vertical bars
                                                                                                                                      Refer Detail 3                                                                                                            SCALES




                                                                               Stair design
                                                                                                                                                                                                                     Bracing Required
                                                                                                                                                                                                                     Bracing Provided
                                                                                                                                                                                                                                               86.0 kN
                                                                                                                                                                                                                                               >>100kN
                                                                                                                                                                                                                                                                 0                                1            2   3        4m
                                               id                                by others




                                                                                                                            360 UB 56.7
                                                                                                                                                                                            290x290 block piers
                                      oo
                                         f   vo
                                                                                                                                                                                            with 4-N12 bars
                                                                                                                                                                                                                                                                  Orig. 1:100




                                                                                                                  id
                                  R




                                                                                                               vo
                                                                                                                                                                           Timber pergola by others
                                                                                                                                                                                                                                                                SURVEY DATUM
                                                                                                                                                 Refer Detail 1
                                              oid                                                                                                                                                                                                                .
                                     o   fv                                                   C3        360 UB 56.7
                                  Ro                                                                                                             CANTILEVERED VOID STRUCTURE
                                                                                                                                                 Exterior steel structure has not been                                                                          ASSOCIATED CONSULTANTS
                                                                                                                                                 designed to support any stair loads.
                                                                                                           Refer Detail 2
                                                                                                                                                                                                                     Bracing Required          45.0 kN
                                          v   oid
                                       of                                                                                                                                                                            Bracing Provided          >>50 kN
                                  Ro


                                 C2                                                                                                                                                                               WIND CLASSIFICATION - N4
                                                    C1                                             C1                                                                                                             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
                                                                                                                                                                                                                  ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                                                                                  SPECIFICATIONS

FIRST FLOOR STRUCTURAL PLAN                                                                                                                                                                                       PROTECTIVE COATINGS FOR STEELWORK MUST
                                                                                                                                                                                                                  BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND   Computer File
SCALE 1:100                                                                                                                                                                                                       TABLE 3.4.4.2
                                                                                                                                                                                                                                                              DRAWING NUMBER
                                                                                                                                                                                                                                                                                                220873FD.DWG
                                                                                                                                                                                                                                                                                                                         SHEET   REV.

                                                                                                                                                                                                                                                                                                 22-0873-F19               19 A