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Compiled Approved Plans - 132002.220285.I (As Published)

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                      Note:
                                                                                                                                                                                                                                                                                                                                                      All steelwork and bolts to be
                                                                                                                                                                                                                                                                                                                                                      HD galv
                                                                                                                                                                                                                                                                               WH1

                                                                                                                                                                       C10010 girt.
                                                                                                                                                                       8PL cleat and 2 purlin
                                                                                                                                                                       bolts typ to RHS




                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                        SC
                                                                                                                                                                                                                                                                                                                                                                                        BR1
                                                                            65 x 35 x 3 RHS to one side of                                                           65 x 35 x 3 RHS to one side of
                                                                            each existing SHS post.                                                                  each existing SHS post.
                                                                            2 M12 bolts at 300 min cts                                                               2 M12 bolts at 300 min cts                                  Alignment of WB1's.
                                                                                                                                                                                                                                 10PL cleat and 2M16
                                                                                                                                                                                                                                 bolts each end




                                                                                                                                                                                                                                                                                     900 max
                                                                                                                                                                                                                                                                                                                                                                 A




                                                                                                                                                                                                                                                                                                                                                                                                          WH1 U + O
                                                                                                                                                                      Remove existing top
                                                                                                                                                                      girt as required and




                                                                                                                                                                                                                                                                                                                                                                                                                               WB1
                                                                 300
                                                                                                                                                                      replace with new                                       C15024 verticals at 1200
                                                                                                                                                                      following install of                                   max cts between WH1's.
                                                                                                                                                                      new RHS                                                (NSOP) 8PL cleat and 2
                                                                                                                                                                                                                             pulin bolts each end




                                                                                                                                                                                                                                                                                                                BR1
                                                                                                                                                           300
                                                      2400 max




                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                                      SC
                                                                                                                                                                                                                                                                                                                                               WH1 U + O




                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                    2100 max




                                                                                                                                                                                                                                                                                                                                                                                                                       SC
                                                                                                                                                                                                                                    10PL cleat
                                                                                                                                                                                                                                    2M20 bolt
                                                                                                                                                                                                                                                                                                                                                   WB1

                                                                          Existing 65SHS at nominal 1200 cts.
                                                                          (4mm min SHS wall thickness                                                            Existing 65 SHS posts at 1200                                                                                                                                       TYPE 3 SCREEN PLAN
                                                                          assumed - confirm on site)                                                             nominal centres and C100 girts
                                                                                                                                                                                                                                                                                                                                     SC1 = 125x5 SHS
                                                                                                                                                                                                                                                                                                                                     WH1 = 150x100x5 RHS
                                                                                                                                                                                                                                                                                                                                     BR1 = 75x5 SHS
                                                                                                                                                                                                                                                                                                                                     WB1 = M12 rod with turnbuckles


                                                                                                                                                                                                                                                                                                 65 x 35 x 3 RHS to one side of
                                                                                                                                                                                                                                                                                                 each existing SHS post.
                                                                                                                                                                                                                                                                                                 2 M12 bolts at 300 min cts

                                                                           For 2400 high screens only:
                                                                           6mm site weld internal and
                                                                           external edge of baseplate. Make
                                  Existing Platform                        good damage to galvanised            Existing Platform




                                                                                                                                                                                                                                                                         SC1
                                                                           coating.
                                                                           or                                                                                                                                                         BR1
                                                                           Replace existing M12 bolts with
                                                                           M16 4.6/S


                                                                                                                                                                                                                                                                                                                                                                                               -
                                                                                                                                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                           1.5
                                                                                                                                                                                                                                                                                                                                                                          132002.220285D
                                       TYPE 1 SCREEN EXTENSION DETAIL                                              TYPE 2 SCREEN EXTENSION DETAIL                                                                      1                                                                                                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                        18 FEBRUARY 2022
                                                                                                                                                                                                                                                                                               Existing 65SHS at nominal 1200 cts.
                                                                                                                                                                                                                                                                                               (4mm min SHS wall thickness
                                                                                                                                                                                                                                                                                               assumed - confirm on site)




                                                                                                                                                                                                                                                 10PL Cleat
                                                                                                                                                                                                                                                 2M16 bolts typ

                                                                                                                          Fully welded 65x5                                                       10thk end plate.
                                                                                                                                                                                                                                                                                 WH1                     10thk end plate
                                                                                                                          SHS frame                                                               2M16 bolts to existing
                                                                                                                                                                                                  plant beam                                                                                             4M16 bolts

                                                                                                                                                                                                                                                                                                                                                       A 09/09/21 Tender Issue                                                  JM
                                                                                                                                                                                                                                                 Existing Platform                                                                                   ISSUE DATE                AMENDMENT                                        BY APP

                            100UC15 speader                                                                                                                                                                                                                                                                                                                COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                      WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                            each side over 3                                                                                                                                                                                                                                                                                                                          CONSULTING PTY LIMITED 2019 ©
                                                                                                                                        75mm Acoustimax
                            purlins min.
                                                                                                                                        fixed to the SHS
                            Provide spacer and
                                                                                                                                        frame
                            2M12 bolted
                            connection to each                                                                                                                                                                                                                                                                                                        ABN: 39 062 191 799                                                P: 61 7 3335 4555
                            existing purlin                                                                                                                                                                                                                                                                                                           39 Sherwood Road, Toowong, Qld, 4066                      E: [email protected]
                                                                                   Existing fan
                                                                                                                                                                                                                                                                                                                                                      CLIENT:
                                                                                                                                                                                                                                                                                                                                                      STOCKWELL
                                                                                                                              8thk end plate an
                                                                                                                              2M12 bolts typ
                                                                                                                                                                                                                                                                                                                                                      NOOSA CIVIC
                                                                                                                                                                                                                                                                                                                                                      ACOUSTIC UPGRADE PROJECT
                                                                                                                                                                                                                                                                     A
                                                                                                                                                                                                                                                                                                                                                         ROOF LEVEL SCREEN DETAILS

                                                                                                                                                                                                                                                                                                                                                      DESIGN:   JM           DRAWN: JM                SCALES: 1:20 AT A1
                                                                                                                                                                                                                                                                                                                                                      CHKD:                  APPRD:                   DATE:
                                                                                                                                                                                                                                                                                                                                                           mpn JOB           DRAWING No.                                             REV



                                                                       TYPICAL EXHAUST FAN SCREEN                                                                                                                                                                                                                                                      9017 S2.02                                                                    A
                                                                                                                                                                                                                                                                                                                                                                          TENDER
Document Set ID: 21711317
Version: 1, Version Date: 24/11/2021
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