Slope Stability - lindsays

 SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE
 ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
 SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO
                                                                                                                                                                                                                                                                    LINDSAY CONSULTING PTY LTD




 SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS.                                                                                                                                                                                                                      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                                                                                     LTD


                                    Void                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                   C2                                                                                              THE SOLE USE OF THE CLIENT. NO PART
                                                                                                                                                                                                                                                                 MAY BE USED IN PART OR WHOLE WITHOUT
                                                               Indicates proposed                                                                                                                                                                                   PRIOR EXPRESS WRITTEN CONSENT OF
                                                               downpipe locations in                                                                                                                                                                                   LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                                                                CLIENT AND PROJECT DESCRIPTION
                                                               roof suspended slab         190mm core-filled blockwork

                                                                                                                                                                                                                                                                  GUY MELDRUM
                                                                                           with N16 vertical bars @ 400
                                                                                            CRS each way & as shown.
                                                                                                                                                                                                                                                                  PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                  NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                                                                                  MARCUS BEACH
                                           C1                                                                                                                                                           PROPOSED POOL




                                                                                                                                                                   C2                                                                                           DRAWING TITLE
                                                                                                                                                                                                                                                                  STRUCTURAL PLAN


                                                                                                                                                                                                                                                                SCALES

                                                                                                                           C1 - 89x89x5 SHS column fixed to slab with 225x90x12mm baseplate

                                                                                  Lightweight hood
                                                                                                                           and 2-M12 chemsets. Ramset chemset reo 502. 130mm min.
                                                                                                                           embedment.
                                                                                                                                                                                                                        Bracing Required
                                                                                                                                                                                                                        Bracing Provided
                                                                                                                                                                                                                                                43.2 kN
                                                                                                                                                                                                                                                >>50 kN
                                                                                                                                                                                                                                                                  0                                1            2   3        4m
                                                                             construction by builder
                                                                                                                                                                                                                                                                   Orig. 1:100
                                                            id
                                                          vo
                                                                                                                           C2 - Ø168.3 x 6.4 CHS column fixed to slab with 12mm baseplate and
                                                                                                                           4-M12 chemsets. Ramset chemset reo 502. 130mm min. embedment.
                                                                                                                           Ensure 50mm from edge of blockwork to centre of chemset bolt.                                                                        SURVEY DATUM
                                                                              LIFT SHAFT BY OTHERS
                                                                                                                                                                                                                                                                  .
                        190x190 block pier
                        with 1-N16 vertical                                                                                C3 - 150x150x4 SHS column fixed to slab with 325x150x12mm                                                                            ASSOCIATED CONSULTANTS
                                                                             Blockwork planter box as                      baseplate with 2-M12 chemsets. Ramset chemset reo 502. 130mm min.
                                                                             per builders specifications
                                                                                                                           embedment.                                                                                   Bracing Required        34.8 kN
                                                                                                                                                                                                                        Bracing Provided        >>50 kN
                                       C3                                                                                  C4 - 89x89x5 SHS column fixed to slab with180x90x12mm corner
                                                                                                                           baseplate and 2-M12 chemsets. Ramset chemset reo 502. 130mm min.
                                                                                                                           embedment.                                                                              WIND CLASSIFICATION - N3
                          id                         id
                     f vo                       f vo                                                                                                                                                                STUD HEIGHTS & SIZES
                                                                                                                                             12mm baseplate with
                  roo                      roo                                                                                                   2-M12 chemsets
                                                                                                                                                                                                                   NON LOAD BEARING WALLS
                                                                                                                                          Ramset chemset reo 502                     89x5 SHS
                                                                                                                                          130mm min. embedment.                180
                                                                                                                                                                         55                                         STUDS 2700 - 90x35 MGP10 @ 450 CRS
                                                                                                                                                                                            Slab edge
                                                                                                                                                                                                                   TOP PLATE - 90x35 MGP10




                                                                                                                                                                                       55
                                                                                                                                                                   180



                                                                                                                                                                                                                   BOTTOM PLATE - 90x35 MGP10
                                                                                                                                                                                                                                                                REVISION LIST
                                                                                                                                                                                                                                                                A BUILDER REVIEW - NOT FOR CONSTRUCTION                      25/03/22
                                                                                     12mm baseplate with
        Floor concrete beam                                                              2-M12 chemsets                       89x5 SHS                                                                             NOGGINGS - 1350mm CRS MAXIMUM
                                                                                  Ramset chemset reo 502
                                                                                  130mm min. embedment.              225                                                                                           ALL STUDS NOT NOTCHED
                                                                                                                                     Slab edge                            90
                                                                                                                                                                                                                   ROOF BATTENS
                                                                                                           55




                                                                                                                                                                                                                   METAL ROOF BATTENS FIXED IN
                                                                                                                               90




                                                                                                                                                                                                                   ACCORDANCE WITH MANUFACTURER'S
                                                                                                                                                                                                                   SPECIFICATIONS

FIRST FLOOR STRUCTURAL PLAN
                                                                                                                     160
                                                                                                                                                                                                                   PROTECTIVE COATINGS FOR STEELWORK MUST
                                                                                                                                                                                                                   BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND   Computer File
SCALE 1:100                                                                                     C1 - 89 SHS BASEPLATE DETAIL                           C4 - 89 SHS BASEPLATE ON SLAB CORNER                        TABLE 3.4.4.2
                                                                                                                                                                                                                                                               DRAWING NUMBER
                                                                                                                                                                                                                                                                                                 220061FD.DWG
                                                                                                                                                                                                                                                                                                                          SHEET   REV.

                                                                                                                                                                                                                                                                                                  22-0061-F19               19 A