220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017

                                                       150                                                                                                               3/190x35 MGP10 packers top
                                                                                                                                                                         and bottom fixed with M12 bolts
                                                20 30 70            30                                                                                                   each side @ 900 CRS




                                                                                                                                              105
                                                                                                                                                                                                                      LINDSAY CONSULTING PTY
                                                                                                                                                                                                                        LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                         LTD




                                    70




                                                                     70 70 40 70
                                                                                                                                                                                                                                                                              RPEQ 4928
                                                                                                                                                                                                                      OFF. 2C/82 PARKER STREET, MAROOCHYDORE                PH 54 792 118

                                                                                                                                                                         360 UB 56.7                                 THIS DRAWING REMAINS THE PROPERTY OF




                                    110
                                                                                                                                                                                                                     LINDSAY CONSULTING PTY LTD AND IS FOR
                                                                                         360 UB 56.7                                                                                                                   THE SOLE USE OF THE CLIENT. NO PART




                                                                                                                                              360
                                                                                   220
                                                                                                                                                                                                                     MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                         S1, fy = 300                                                                                                                   PRIOR EXPRESS WRITTEN CONSENT OF
                                                                                                                                                                                                                           LINDSAY CONSULTING PTY LTD
                                                                                                                                                                                                                    CLIENT AND PROJECT DESCRIPTION




                                                                     40
                                                                                                                                                                                                                      PAUL CLOUT DESIGN
                                                                                                                                                                                                                      PROPOSED RESIDENCE




                                                                                                                                              105
              220.0x150.0x6.0 mm PLATE                                                                                                                                                                                NO. 27 ADAMS STREET
            (fy = 280 MPa, fu = 410 MPa)                                                                                                                                                                              SUNSHINE BEACH
6.0 mm CFW SP (fu = 490.00 MPa) WELDS
    6M16 8.8N/S (fu = 830.00 MPa) BOLTS
                                                                       DETAIL 1                                                              FIXED GLASS WALL PANELS
                    85x50 mm Top Cope                                                                                                                NOT TO SCALE
                                                                    NOT TO SCALE                                                                                                                                    DRAWING TITLE
                 85x50 mm Bottom Cope
                    85x50 mm Top Cope                                                                                                                                                                                 SUSPENDED SLAB DETAILS
                 85x50 mm Bottom Cope


                                                                                                                                                                                                                    SCALES



                                                                                                                                                         215                                                          0                                1            2   3        4m
                                                                                                                                                48     60 60        48                                                 Orig. 1:100
                                                                      100

                                                                  20 40             40
                                                                                                                                                                                                                    SURVEY DATUM
                                                                                     38




                                                                                                                                                                             400.0x215.0x16.0 mm BASE PLATE
                                                                                                                                                                                                                      .




                                                                                                                                       100
                                                                                                                                                                             (fy = 250.00 MPa, fu = 410.00 MPa)
                                                                                     70 70 70 33




                                                                                                                                                                             6.0 mm CFW SP WELDS                    ASSOCIATED CONSULTANTS
                                          142




                                                                                                                                       100
                                                                                                                                                                             4M20 4.6N/S (fu = 400.00 MPa) BOLTS
                                                                                                         360 UB 56.7                                                         TO BLOCKWORK. 150mm EMBEDMENT
                                                                                                   275




                                                                                                                                 400
                                                                                                         S1, fy = 300                                                        RAMSET CHEMSET REO 502




                                                                                                                                       100
                                                                                                                                       100
                                                                                     33




                                                                                         275.0x100.0x10.0 mm PLATE
                                                                                         (fy = 280 MPa, fu = 410 MPa)                                 DETAIL 3
                                                   S2, fy = 300
                                                   200 UC 52.2




                                                                                         8.0 mm CFW SP (fu = 490.00 MPa) WELDS                       NOT TO SCALE
                                                                                         4M16 8.8N/S (fu = 830.00 MPa) BOLTS

                                                                                                                                                                                                                    REVISION LIST
                                                                                                                                                                                                                    A BUILDER REVIEW - NOT FOR CONSTRUCTION                      19/08/22




                                                                       DETAIL 2
                                                                    NOT TO SCALE

                                                                                                                                                                                                                   Computer File
                                                                                                                                                                                                                                                     220873FD.DWG
                                                                                                                                                                                                                   DRAWING NUMBER                                             SHEET   REV.

                                                                                                                                                                                                                                                      22-0873-F23               23 A