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210153 - 6 Girraween Court, SUNSHINE BEACH - Sunshine Beach Skate Park - Engineering Plans

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    1                        2          3                4                                    5                       6        7                         8                         9                          10                        11                12             13                                  14                              15                                     16
A                                                                                                                                                                                                                                                                                                                     FOR ALL NOTES REFER S01                                             A




B                                                                                                                                                                                                                                                                                                                                                                                         B

                                                                                                                                                                                                                                             C2
                                 C1




                                                             8x30 HOLES
                                                             8/M24 Gr4.6 HD BOLTS
                                                             WITH LOCK NUTS                                                                                                                                                                                          8x26 HOLES
C                                                            C/W LEVELING NUTS                                                                                                                             COLUMN SLOTTED THRU BASEPLATE                                                                                                                                                  C
    COLUMN SLOTTED THRU BASEPLATE                                                                                                                                                                                                                                    8/M20 Gr4.6 HD BOLTS
                                                             100x16 SQ ANCHOR PLATES                                                                                                                                      WELD TOP & BTM
                   WELD TOP & BTM                                                                                                                                                                                                                                    WITH LOCK NUTS
                                                                                                                                                                                       B                                                                             C/W LEVELING NUTS
                                                                                                               A                                                                       -                                                                             75x12 SQ ANCHOR PLATES
                                                                                                               -                                                                                                     25 THK BASEPLATE
                                                                                                                                                                                                                                                                                  115
           25 THK BASEPLATE                                                                       125                                                                                                                40 HIGH STRENGTH
                                                                                                                                                                                                                                                                                  PROJECTION
                                                                                                  PROJECTION                                                                                                        NON SHRINK GROUT
          40 HIGH STRENGTH
         NON SHRINK GROUT
D                                                                                                                                                                                                                  TOC                                                                                                                                                                    D
         TOC




                                                                                                                                                                                                                                                                                         MIN 350 EMBEDMENT
                                                                                                                                                                                           ENSURE 50 COVER
                                                                                              ENSURE 50 COVER                                                                              TO TOPS OF PILE VERTICAL STEEL




                                                                                                                                                                                                                                                                                         PAST REO CAGE
                                                                   MIN 425 EMBEDMENT
                                                                                              TO TOPS OF PILE VERTICAL STEEL


                                                                   PAST REO CAGE
E                                                                                                                                                                                                                                                                                                                                                                                         E




                                                                                                                                                45


                                                                                                                                                                                                                                                                               75x12 SQ
                                                                                                                                                                                                                                                                               ANCHOR PLATES
F                                                                                                                                                            8x 26 HOLES                                                                                                                                                                                                                  F
                                                                                                                                                             8/M20 Gr4.6 HD BOLTS
                                                                100x16 SQ ANCHOR PLATES                                                                      MIN 350 EMBEDMENT

                                                                                                                                                              300 P C D


                                                                                                                                                                  380

G




                                                                                                                                                                                                                          2400
                2750




                                                                  8N20 VERTICAL BARS                                                SECTION          B                                           8N20 VERTICAL BARS
H                                                                 R10 HELIX @ 150 CENTERS                                           SCALE 1:5        -                                     R10 HELIX @ 150 CENTERS
                                                                  MIN 75 COVER ALL ROUND                                                                                                    MIN 75 COVER ALL ROUND
                                                                  USE WAGON WHEEL ROLLER SPACERS                                                                                   USE WAGON WHEEL ROLLER SPACERS
                                                                  TO ENSURE CORRECT COVER MAINTAINED                                                                           TO ENSURE CORRECT COVER MAINTAINED



                                                                                                                                                                                                                                                                                                                       2        22.04.21         General Revision            C.H    G.M
                                                                                                                                                                                                                                                                                                                       1        13.04.21          For Approval               C.H    G.M
                                                                                                                                                                                                                                                                                                                      REV DATE   DESCRIPTION                                 BY CHK
I                                                                                      f'c = 25MPa                                                                                                                                                                              f'c = 25MPa                                  REVISION HISTORY
                                                                                                                                                45                                                                                                                                                                    Figured dimensions take precedence - DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                      All drawings and details are copyright and remain the
                                                                                                                                                                                                                                                                                                                      property of Design Intension. The design and specification
                                                                                                                                                                                                                                                                                                                      must not be copied or shown to authorized persons without
                                                                                                                                                                                                                                                                                                                      the consent of Design Intension
                                                                                                                                                              8x 30 HOLES                                                                                                                                             Title.
                                                                                                                                                              8/M24 Gr4.6 HD BOLTS
                                                                                                                                                              MIN 425 EMBEDEMENT
                                                                                                                                                                                                                                                                                                                      ENGINEERING DRAWINGS
                                                                                                                                                                          CD                                                                                                                                          DETAILS
J
                                                                                                                                                                 370 P


                                                                                                                                                                                                                                                                                                                      Project Name.
                                                                                                                                                                   450
                                                                                                                                                                                                                                                                                                                      SUNSHINE BEACH
                                                                                                                                                                                                        100 BTM COVER                                                                                                 SKATE PRK

                                                                           100 BTM COVER
                                                                                                                                                                                                                                                                                                                      Client.
K
                                                                                                                                                                                                                                                                                                                      DESIGN INTENSION
                                                                                                                                                                                                                                                         600                                                          Project number.
                                             600
                                                                                                                                                                                                                                                                                                                      20030
                                                                                                                                                                                                                                                                                                                      Drawn                  Scale @ A1             EST MASS
                                                                                                                                                                                                                                                                                                                      C.H                     AS SHOWN                   -
                                                                                                                                                                                                                                                  DETAIL        8                                                     Designed by           Checked by              Approved by
                                      DETAIL        7                                                                              SECTION       A                                                                                                SCALE 1:5    S01                                                    G.M                   G.M                     G.M




                                                                                                                                                                                                                                                                                                                                                                                          (13/04/2021)
                                      SCALE 1:5    S01                                                                             SCALE 1:5     -                                                                                                                                                                    Drawing no.                                    Sheet Revision
L
                                                                                                                                                                                                                                                                                                                      20030-S04                                     1 of 3         2
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