1856-Lot_21_Noosa_Civic_Acoustic_Fence Rev_2 · OPW20/0145

                                                                                                                                                                                                                                                                                                                                                                                                     POST IDENTIFICATION TO BE VISIBLE
                                                                                                                                                                                                                                                                                                                                                                                                     ON REAR OUTSIDE FACE.
                                                                                                                                                                  PALINGS AS SPEC'D.

                                                                                                                                                                                                                                                                                                   ℄     END SPANS 1.5m             ℄   END SPANS 1.5m     ℄          INTERNAL SPAN 2.4m TYP                  ℄        INTERNAL SPAN 2.4m TYP                ℄    2.4m CRS
                                                                                                                                                                                                                                                                                                          END 2 BAYS                     END 2 BAYS                                                                                                               TYPICAL


                                                                                                                                                                                                                                                                                                                                                      BOUNDARY FACE                                                                                                                        SET OUT LINE

                                                                                                                                                                                                                                                                                              REFER TO CLEAT PLATE                                                                                TIMBER RAILS AS SPEC'D
                                                                                                                                           POST AS                                                                                                                                            DETAIL FOR RAIL FIXINGS
                                                                                                                                                                  RAILINGS AS SPEC'D. FIXED TO POST
                                                                                                                                            SPEC'D.
                                                                                                        1.80m HIGH FENCE




                                                                                                                                                                  CLEAT WITH NO. 14 TYPE 17 BATTEN
                                                                                                                                                                  SCREWS. REFER TO POST CLEAT
                                                                                                                                                                                                                                                                                                                                                             BARRIER ASSEMBLY PLAN LAYOUT NOT TO SCALE.
                                                                                                                                                                  DETAIL FOR NO. OF SCREWS REQUIRED.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXTERNAL TIMBER DURABILITY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ALL EXTERNAL TIMBER TO BE DURABILITY CLASS 1 OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BETTER IN ACCORDANCE WITH AS1720.1 AND AS1720.2.
                                                                                                                                                                         200x50 PINE SLEEPER (MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ALTERNATIVELY THE TIMBER CAN BE H4 TREATED IN
                                                                                                                                                                         H4 TREATED) FIXED WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ACCORDANCE WITH AS1604.
                                                                                                                                                                         2x NO. 14 TYPE 17 BATTEN
                                                                                                                                                                         SCREWS EACH POST
                                                                                                                                               FSL



                                                                                                                                                                                                                                                                                                                                    8mm 6cfw CAP PLATE                                                                                                  45
                                                                                                                                                                                                                                                                                                                                    14Ø HOLE (CENTRAL) FOR HOT DIP GALV.                                                                                                     20 MIN. LAP
                                                                                                                                                                                                                                                                                                                                                                                                                                               30                30
                                                                                                        FOOTING DEPTH AS SPEC'D




                                                                                                                                                                                                                                                                                                                                    PLUG WITH SILICON DURING INSTALL
                                                                                                                                                                                                                                                                                                            225




                                                                                                                                                                                                                                                                                                                          20 MIN.
                                                                                                                                                                                                                                                                                                            75

                                                                                                                                                                                                                                                                                                                                    225x75x8 PLATE.




                                                                                                                                                                                                                                                                                                                          35
                                                                                                                                                                                                                                                                                    75


                                                                                                                                                                                                                                                                                                                                    6fw ALL SIDES TO RHS POST.                                                                                   FENCE
                                                                                                                                                                                                                                                                                              38

                                                                                                                                                                                                                                                                                                                  15      20        1x 8Ø HOLE FOR CONT. RAILS,                                                     3.15Ø RING SHANK GALV.       RAIL            3.15Ø RING SHANK
                                                                                                                                                                                                                                                                                                    26                              2x 10Ø HOLES (AS SHOWN)                                                         NAILS 75mm LONG                              GALV. NAILS 45mm LONG
                                                                                                                                                                                                                                                                                                                                    FOR RAIL ENDS.



                                                                                                                                                                           225 SQ x10 BASE PLATE
                                                                                                                                                                                                                                                                                                                                                                                                       PALING LAP DETAIL 1:10 @ A3
                                                                                                                                         300




                                                                                                                                                                           6CFW TO POST BASE
                                                                                                                                                                       FOOTINGS TO BE FOUND
                                                                                                                                                                                                                                                                                       POST CLEAT DETAIL                                                                                               CONTRACTOR TO CONFIRM PALING DENSITY COMPLIES WITH APPROVED ACOUSTIC REPORT.
                                                                                                                                                      AS SPEC'D
                                                                                                                                                                       INTO GROUND WITH MINIMUM
                                                                                                                                                                       BEARING CAPACITY OF 50kPa
                                                                                                                                                                                                                                                                                        SCALE 1:10 @ A3                                                                                                REFER TO TYPICAL TIMBER SPECIES DENSITY INFORMATION IN AS1720.
                                                                                                                                                                                                                                                                                                                                                                                                       REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING,
                                                                                                                                                                                                                                                                                                                                                                                                       FLASHING, SURFACE FALLS AND WATER PROOFING. etc


                                                                                                   2.4m HIGH FENCE 1:20 @ A3
a:\1856 - noosa civic noosaville\acad structural\1856-lot_21_noosa_civic_acoustic_fence.dwg




                                                                                                                                                                                                                                                                                                                                              NOISE BARRIER SCHEDULE
                                                                                                   REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS,
                                                                                                                                                                                                                                                                                                                       POST
                                                                                                   FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc                                                         FENCE                          POST                                POST SIZE                                      POST BAYS               POST                 FOOTING              FOOTING                                                                             PALING           PALING
                                                                                                                                                                                                                                                                                                                       BAYS                                                                                                        RAIL SIZE                  RAIL SPACING
                                                                                                                                                                                                                      HEIGHT                       SIZE (INT.)                             (END)                                          (END)                LENGTH                 DEPTH               DIAMETER                                                                             SIZE           OVERLAP
                                                                                                                                                                                                                                                                                                                       (INT.)

                                                                                                                                                                                                                                                                                                                                                                                                                               100 x 50 F8 PINE RAILS
                                                                                                                                                                                                                                                     150 x 50 x 4.0                     150 x 50 x 4.0                                     1.5m WITHIN                                                                                                       3 RAILS @ 750 CRS MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                (MIN 2x POST SPANS)                                         100 x 25 x 1800
                                                                                                                                                                                                                           1.80m                     Gr350 H.D.G.                     Gr350 H.D.G. RHS,                 2.40m             3.0m OF END             3.00m                  1.50m                  350Ø                                            SPACING TYPICAL.                               MIN 40%
                                                                                                                                                                                                                                                                                                                                                                                                                               200 x 50 PINE SLEEPER                                         MIN F8 H'WD
                                                                                                                                                                                                                                                         RHS                         WITHIN 3.0m OF END                                   (END 2 BAYS)                                                                                                        (EXCL. PINE SLEEPER)
                                                                                                                                                                                                                                                                                                                                                                                                                                    (H4 TREATED)



                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                       JOB NUMBER
                                                                                              REV DATE DESCRIPTION                                                BY      CHKD            DETAILS                                             SCALE                                                      APPROVED                                                                                                   PROPOSED ACOUSTIC FENCE                                                                             1856
                                                                                               1    27-08-20                      FOR APPROVAL                    NN        CL                                                                                                                                                                                                                                      AT NOOSA CIVIC, WALTER HAY DRIVE
                                                                                               2    21-10-20                      REVISED ISSUE                   JP        CL   DATUM                AHD                                                                                                                                                                                                                                                                                                      SHEET:        OF
                                                                                                                                                                                 DESIGN                CL
                                                                                                                                                                                                                                                                                                       .................                                                                                            FOR STOCKWELL PTY LTD                                                                                3        4


                                                                                                                                                                                                                                                                                               Director: CAMERON LANDRETH                                                                                           DRAWING TITLE:                                                                             DRAWING NUMBER         REV
                                                                                                                                                                                 DRAWN                NN                                 AS NOTED
                                                                                                                                                                                                                                                                                                          (RPEQ 19358)                                                                                              TYPICAL ACOUSTIC FENCE SECTION & DETAILS
                                                                                                                                                                                 DESIGN CHECK          CL
                                                                                                                                                                                                                                                                                                   DRAWING STATUS
                                                                                                                                                                                                                                                                                                                                                         p 07 5443 8285                                                                                                                                           ST03                 2
                                                                                                                                                                                                                This drawing is not to be copied or amended without written permission from                                                              e [email protected] w www.barlowshelley.com.au   SHEET 1 OF 1
                                                                                                                                                                                 DATE                AUG 2020   Barlow Shelley Consulting Engineers                                                      FOR APPROVAL                                    a PO Box 899 Maroochydore 4558    ABN 89 215 591 077