Page 2 - QU550215 McPhee Transport (QLD)
P. 2

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                 C O P Y R I G H T
            COPYRIGHT AND IS THE PROPERTY OF
             T H E   D R A W I N G   I S  PR O T E C T E D   B Y
          C OPYI NG  OR  PARTI AL C OPYIN G IS
         PERMITTED UNLESS AGREED TO IN
           PREMIER RACKING. NO PUBLICATION,
        WRI TING WITH  PR EMIER R ACKING.
    1
                      DRAWING APPROVAL:
                                                FRAME = 7400           D     2600 CE             C  MAX. BAY LOAD 10,500Kg  TYPE A  MESH DECK  MESH DECK FRAME = 8800  MESH DECK  MESH DECK  MESH DECK  A  2600 CE  1
            POSITION:__________________



                APPROVAL BY (PRINT NAME & SIGNITURE):
                         DRAWING FOR QUOTATION ONLY
                                                                                                                            MESH DECK
                                 TYPE C
                                                                                                                                  MESH DECK
            DATE: _____________
         COMMENT: _______________________________________
         _________________________________________________
                              MAX. BAY LOAD 7,600Kg
                                           950
                                        300
                                             1600
                                                                                                                  1500
                                                                                                                            3900
                                                                       7250
                                                         4050
                                                                5650
                                                                                                                                  5100
                                                                                                                       2700
                                                 2450
            ITS
                      THE
           LOADS
           AND
         INDEPENDENT
            CONTENTS
                   REQUIREMENTS
                    RESPONSIBILITY
                      PROPOSED
            AND
                    TO
                                                                                                                        FRAME = 8800   MESH DECK  6300  MESH DECK  7500  MESH DECK  8700  2600 CE  2
                   ARE
           FLOOR
                   MET.
         VERIFICATION
                    ENSURE
           FIXING.
                   THE
                                        300
                                           950
                                             1600
                    ALL
         THAT
            STRUCTURALLY
           WE
         THE
                      LAYOUT  IS  CONCEPTUAL
       CAPABLE OF SUSTAINING THE LOADS/FORCES.
                                                                                                                       MESH DECK
                                                                                                                                  MESH DECK
                                                                                                                            MESH DECK
                   PROPOSED
    2
                                                                                                     TYPE A1
                    STATUTORY
            ADEQUATE
                      ONLY.
                    &
         EXISTING
                      IT
            TO
           RECOMMEND
                      IS
                   LAYOUT
                                        450
                                 TYPE C FRAME
                                                                5650
                                                                       7250
                                                         4050
                                                 2450
                                           1100
                                              1750
            TAKE
           YOU
                      THE
                                                                                                                            3900
                                                                                                                       2700
                                                                                                                                  5100
                    BUILDING
                   HAS
                         FINAL LAYOUT SUBJECT TO FULL SITE SURVEY
         STRUCTURE
                      CLIENT
               ASSUMED THE EXISTING SURFACE ONTO WHICH THE INSTALLATION IS
                   BEEN
                 PROVIDED  AS  A  GUIDE  FOR  THE  CLIENT  PLANNING  PURPOSES.  IT  IS
         IS
                    CODE
           OBTAIN
            INDUCED
              TO BE BUILT IS CAPABLE OF SUPPORTING THE STRUCTURE INCLUDING
         0
            A
       Rev.
                                                                                                                        FRAME = 8800   6300  7500  8700
       Description
         ORIGINAL
                                                     FRAME = 9650                      3900 CE       TYPE A2           MESH DECK  MESH DECK  MESH DECK  MESH DECK  MESH DECK  3900 CE
            REVISED LAYOUT
                                 TYPE DT
                                                                                                                       2700
                                                                                                                                  5200
                                                                                                                             3950
       By
         FSA
            FSA
       Date
                                                             4950
                                                                                 9600
                                                                          8050
                                                                    6500
            29.08.22
         30.08.22
    3
                                                                                                                          FRAME = 9650  6450  7700                  3
         BP
            BP
       Chkd
                                                   FRAME = 8800                                    MAX. BAY LOAD 9,700 Kg  TYPE B                          2600 CE
                                                                                                                  1600
                                                                                                                         3200
                                                                                                                                                      9600
                                                                                                                                4800
                                                                                    3900 CE
                                 TYPE DT1
                                                                                                                      FRAME = 8050      6400   8000  2600 CE  A     4
        1300 724 584
                                                             4950
                                                                    6500
                                                                          8050
                                                                                                     TYPE B1
       A3
                        Customer:
                 Drawing No.:
                                                                                                   MAX. BAY LOAD 9,900Kg
                                                                                                                  1600
                                                                                                                         3200
                                                                                                                                        6400
                                                                                                                                4800
                                                                                                                                               8000
        Checked:
    4
           Drawn By:
        BP
           FSA
                      BERRIMBA, QLD
           Size: QU220091
                       MCPHEE
           Date:
        Scale:
                Rev No.:
             Sheet No.:
                0
             2
        DNS
           30.08.22
                    CONCEPTUAL LAYOUT & ELEVATION
                   F
                                             E
                                                                       D
                                                                                                                            B
                                                                                                 C
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