Approved Plans 131999.982597.1

    1                            2                                3                      4                   5                  6                                  7                    8                  9               10        11                            12                13                         14                               15                                     16
A
                                                                                                                                                                                                                                                                        MEMBER SCHEDULE                                     GENERAL NOTES.                                                    A
                                                                                                                                                                                                                                                                                                                         1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
                                                                                                                                                                                                                                                                                                                            WITH THE ENGINEERING DRAWINGS, ARCHITECTS' AND
                                                                                                                                                                                                                                          MARK        DESCRIPTION         MATERIAL         MEMBER SIZE                      OTHER CONSULTANTS DRAWINGS AND THE
                                                                                                                                                                                                                                                                                                                            SPECIFICATION.
                                                                                                                                                                                                                                           C1            COLUMN             Gr350           273.1 x 6.4 CHS              2. ALL DIMENSIONS SHOULD BE CHECKED ON SITE AND
                                                                                                                                                                                                                                                                                                                            VERIFIED BEFORE WORK COMMENCES.
                                                                                                                                                                                                                                           C2            COLUMN             Gr350           219.1 x 4.8 CHS              3. DIMENSIONS MUST NOT BE OBTAINED BY SCALING OFF
                                                                                                                                                                                                                                                                                                                            THE DRAWINGS.
                                                                                                                                                                                                                                           R1             RAFTER            Gr350           273.1 x 6.4 CHS
B
                                                                                                                 C2                                                                                                                                                                                                         DESIGN LOADING.                                                   B
                                                                                                                                B1                     10
                                                                                                                                                         53                                                                                R2             RAFTER            Gr350           168.3 x 4.8 CHS                 THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
                                                                                                                                                           4                                                                                                                                                                WITH THE FOLLOWING LOADING CODES:
                                                                                             B1                                                                                                                                                                                                                             WIND LOADS TO A.S. 1170.2
                                                                                                                                                                                                                                           B1           EDGE BEAM           Gr350         100 x 100 x 4.0 SHS               REGION B
                                                                                                                                 5                                                                                                                                                                                          TERRAIN CATEGORY 2.5
                                                                                                                                                                                                                                          EC1           EDGE CABLE            -            6 Gr316 SS CABLE                 PERMISSABLE WIND SPEED Vp= -m/s
                                                                                                                                S04
                                                                                                                                                                                                                                                                                                                            DEAD AND LIVE LOADS TO




                                                                                   46
                                                                                                                                                                                                                                                                                                                            ROOF




                                                                                  8
                                                                               10
                                                                                                                                                                                                                                                                                                                            STRUCTURAL STEELWORK.
                                       9014




C                                                                                                                                                                                                                                                                                                                                                                                             C
                                                                                                                                                                                                                                                                                                                         1. THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE,
                                                                                                                                                                                                                                                                                                                            UNTIL BRACING ELEMENTS ARE CONSTRUCTED, SUCH




                                                                                                                                                                                                                                                                                              N
                                                     7603




                                                                                                                                                                                                                                                                                                                            TEMPORARY BRACING AS IS NECESSARY TO STABILISE
                                                                                                                                                                                                                                                                                                                            THE STRUCTURE DURING ERECTION.
                                                                                                                                                                                                                                                                                                                         2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
                                                                                                                                                                                                                                                                                                                            ACCORDANCE WITH A.S.4100, A.S.1538 AND A.S.4600.
                                                                                                                                                                                                                                                                                                                         3. WELDING SHALL BE PERFORMED BY AN ACCREDITED
                                                                                                                                                                                                                                                                                                                            OPERATOR IN ACCORDANCE WITH A.S.1554; ELECTRODE
                                                                                                                                                                                                                                                                                                                            E48XX OR W50X TO BE USED.
                                                                                                                                                                                                                                                                                                                         4. ALL RHS AND CHS MEMBERS ARE TO BE GRADE 350 MPa.
                                                                                             R2                            R2                                  R2                                                                                                                                                           ALL OTHER STEEL MEMBERS TO BE GRADE 300 MPa. ALL
D                                                                                                                                                                                           R2                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                            STEEL PLATES TO BE GRADE 250MPa. U.N.O
                                                                                    4
                            15104




                                                                                                                                                                                                                                                                                                                         5. STEELWORK TO BE HOT DIPPED GALVANISED TO A.S
                                                             B1                    S04                                                                                                                                                                                                                                      4680
                                                                                                                                                                                                                                                                                                                         6. EXCEPT WHERE OTHERWISE SHOWN, WELDS TO BE 6mm
                                                                                                                                                                                                                           B1                                                                                               CONTINUOUS FILLET ALL ROUND. ALL FULL
                                                                                                                                                                                                                                C1                EXISTING WALL                                                             PENETRATION BUTT WELDS TO BE CATEGORY SP.
                                                                                                                                                                                                                                                                                                                         7. ALL BOLTS TO BE M20 8.8/S UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                                                                                         8. BOLT TYPE 4.6/S - COMMERCIAL BOLTS OF STRENGTH
                                                                                                                                                                                                                                                                                                                            GRADE 4.6 TO A.S.1111 TIGHTENED TO SNUG TIGHT
                                                                                                                                                                                                                      R1                                                                                                    CONDITION. BOLT TYPE 8.8/S - HIGH STRENGTH BOLTS
                                                                        R1
E                                                                                                                                                                                                                                                                                                                           OF STRENGTH GRADE 8.8 TO A.S.1111 TIGHTENED TO   E
                                                             C1                                                                                                                                                                                                                                                             SNUG TIGHT CONDITION.
                                                                                                                                                                                                                                                                                                                         9. ALL BOLTS, NUTS AND WASHERS TO BE GALVANISED.
                                                                                                                                     2                                                                                                                                                                                   10. REMOVE ALL SHARP EDGES WHERE FABRIC IS IN
                                                                       1                                                                                                                                                                                                                                                     CONTACT WITH STEELWORK.
                                                                                                                                    S04
                                                                      S04                                                                                                                                                                                                                                                11. FABRICATOR TO PROVIDE VENTING HOLES FOR
                                                                                                                                                                                                                                                                                                                             GALVANISING AS REQUIRED.
                                                                                                                                     3                                                                                                                                                                                   12. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL
                                                                                                                                                                                                                                                                                                                             MEMBER UNLESS SPECIFICALLY SHOWN ON THE
                                                                                                                                    S04                                                                                                                                                                                      STRUCTURAL DRAWINGS OR APPROVED BY THE
                                                                                                                                                                                                                                                                                                                             STRUCTURAL ENGINEER.
                                                     6090




F                                                                                                                                                                                                                                                                                                                                                                                             F
                                                                                                                                                                                                                                                                                                                         13. ABBREVIATIONS:
                                                                                                                                                                                                                                                                                                                             SP = SPLICE
                                                                                                                                                                                                                                                                                                                             FSBW = FULL STRENGTH BUTT WELD
                                                                                                                                                                                                                                                                                                                             U.N.O = UNLESS NOTED OTHERWISE
                                                                                             R2                            R2                                  R2                                R2                                                                                                                          S.O.E = SAME OTHER END
                                                                                                                                                                                                                                                                                                                             F/S = FAR SIDE
                                                                                                                                                                                                                                                                                                                             N/S = NEAR SIDE
                                                                                                                                                                                                                                                                                                                             FFJ = FABRIC FIELD JOINT
                                                                                                                                      6                                                                                                                                                                                      MBL = MINIMUM BREAK LOAD
                                                                                                                                                                                                                                                                                                                             EA = ELECTRICAL ACCESS PORT
                                                                                                                                     S04
                                                                                                                                                                                                                                                                                                                         14. FABRIC TO BE:
G                                                                                                                                                                                                                                                                                                                            MONOTEC 370 OR HORTSHADE 70% (PRICING TO BE
                                                                                                                                                                                                                                                                                                                             SUPPLIED FOR BOTH)
                                                                                                                                                                                                                                                                                                                             COLOUR:
                                                                                                                                                                                                                                                                                                                             ANTHRACITE OR CHARCOAL
                                                                                                                                                                                                                                                                                                                         15. PRESTRESS:
                                                                                                                                                                                                                                                                                                                             WARP = 0.2 kN/m
                                                                                                                                                                                                                                                                                                                             WEFT = 0.2 kN/m


                                                                            3696                   3697                              3697                                   3697                               5813


H                                                                                                                                                 20600


        A                                                                                                                            PLAN VIEW
        -    B                                                                                                    C                  SCALE 1:50                                                                                                                                                                                                 General Revision, Notes
            S02                                                                                                  S02
                                                                                                                                                                                                                                                                                                                           3        22.04.21
                                                                                                                                                                                                                                                                                                                                                        Updated
                                                                                                                                                                                                                                                                                                                                                                                 C.H    G.M

                                                                                                                                                                                                                                                                                                                           2        13.04.21         General Revision            C.H    G.M
                                                                                                                                                                                                                                                                                                                           1        13.04.21          For Approval               C.H    G.M
                                                                                                                                                                                                                                                                                                                         REV DATE   DESCRIPTION                                  BY CHK
I
                                                                                                                                                                                                                                                                                                                                REVISION HISTORY
                                                                                                                                                                                                                                                                                                                         Figured dimensions take precedence - DO NOT SCALE.
                                                                                                                                                                                   R1                                                                                                                                    All drawings and details are copyright and remain the
                                                                                                       R1                                                                                                                                                                                                                property of Design Intension. The design and specification
                                                                                                                                                                                                                                                                                                                         must not be copied or shown to authorized persons without
                                                                                                                                                                                                                                                                                                                         the consent of Design Intension
                                                                                                                                                                                                                                                                                                                         Title.
                                                                                             R2                            R2                             R2                                R2                                                                                                                           ENGINEERING DRAWINGS
                                                                                                                                                                                                                                                                                                                         GENERAL ARRANGEMENT
J                                                                                                                                                                                                                                          EXISTING WALL
                                                                                                  B1                                                                   B1                             B1
            6299




                                                                                                                      C2                                                                                                                                                                                                 Project Name.
                                                            C1                                                                                                                                                                  C1                                                                                       SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                                         SKATE PARK
                   4750
                          3925
                                    3800




                                                                                                                                                                                                                                           3300
                                              3659




K
                                                                         7                              8                                                                                                                                                                                                                Client.
                                                                        S05                            S05                                                                                                                                                                                                               DESIGN INTENSION
                                                                                                                                                                                                                                                                                                                         Project number.
                                                                                         7393                                                                                      13207                                                                          NOOSA COUNCIL                                          20030
                                                                                                                                                                                                                                                                  APPROVED PLAN                                          Drawn                   Scale @ A1             EST MASS
                                                                                                                                                                                                                                                                                                                         C.H                      AS SHOWN                   -
                                                                                                                                                  20600
                                                                                                                                                                                                                                                            131999.982597.1 28 MAY 2021                                  Designed by            Checked by              Approved by
                                                                                                                                                                                                                                                                                                                         G.M                    G.M                     G.M




                                                                                                                                                                                                                                                                                                                                                                                              (22/04/2021)
                                                                                                                                          SECTION              A                                                                                                                                                         Drawing no.                                     Sheet Revision
                                                                                                                                          SCALE 1:50           -
L
                                                                                                                                                                                                                                                                                                                         20030-S01                                      1 of 3         3
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