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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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Original PDF page 17, section 1. The text section number identifies this passage in the reader.
#####
#####
#####
###
MAX
93
##x## SQAURE CAP PLATE
SC# ##x## CAP PLATE SC# ##x## CAP PLATE SC# ##x## CAP PLATE 1/N16 WHISKERS
2/N16 WHISKERS 2/N16 WHISKERS 2/N16 WHISKERS ##x8 CFW TO PLATE
##x8 CFW TO PLATE ##x8 CFW TO PLATE ##x8 CFW TO PLATE
### TO ROOF SLAB CAP PLATE ### TO ### SLAB CAP PLATE ### TO ### SLAB CAP PLATE
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL ### TO #### SLAB CAP PLATE
SCALE: 1:20 SCALE: 1:20 SCALE: 1:20
CONNECTION DETAIL
SCALE: 1:20
STEEL COLUMN DETAILS TO
PLAN VIEW
BE CONFIRMED IN NEXT
75 MIN TYPICAL
1
PHASE
1 100 MIN
65
60 x 60 MAX ACCESS
HOLE, 30 ABOVE BASE
20MM BASE PLATE ON 20mm NON SHRINK 20MM BASE PLATE ON 20mm NON SHRINK 20MM BASE PLATE ON 20mm NON SHRINK
GROUT PAD WITH 2/M16 CHEMSETS TO SLAB GROUT PAD WITH 2/M16 CHEMSETS TO SLAB GROUT PAD WITH 2/M16 CHEMSETS TO SLAB
PLAN VIEW MIN 125 EMBED. 100MM MIN SPACING. PLAN VIEW MIN 125 EMBED. 100MM MIN SPACING. MIN 125 EMBED. 100MM MIN SPACING.
75MM MIN EDGE DISTANCE. 75MM MIN EDGE DISTANCE. 75MM MIN EDGE DISTANCE.
FFL
MIN
MIN
MIN
###
###
###
### TO ##### FLOOR BASE ### TO ##### FLOOR BASE ### TO ##### FLOOR BASE
PLATE CONNECTION DETAIL PLATE CONNECTION DETAIL PLATE CONNECTION DETAIL
SCALE: 1:20 SCALE: 1:20 SCALE: 1:20
PW
(IN FRONT & BEYOND)
75 MIN TYPICAL
75 MIN TYPICAL
1
100 MIN 1
65
65
BLOCKWORK TO BE CONSTRUCTED AROUND
60 x 60 MAX ACCESS ##mm BASE PLATE ON 20mm NON SHRINK STEEL COLUMNS HORIZONTAL REINFORCEMENT
20MM BASE PLATE ON 20mm NON SHRINK HOLE, 30 ABOVE BASE PLATE
GROUT PAD WITH 2/M16 CHEMSETS TO SLAB TO BE CONTINUES THROUGH COLUMNS OR
GROUT PAD WITH 2/M16 CHEMSETS TO SLAB MIN 125 EMBED. 100mm MIN SPACING.
MIN 125 EMBED. 100MM MIN SPACING. PLAN VIEW 75mm MIN EDGE DISTANCE.
WELDED EITHER SIDE
PLAN VIEW 75MM MIN EDGE DISTANCE. ACCESS HOLES AS REQUIRED PLAN VIEW
##mm BASE PLATE ON 20mm NON SHRINK
GROUT PAD WITH 2/M16 CHEMSETS TO SLAB
MIN 125 EMBED. 100mm MIN SPACING.
75mm MIN EDGE DISTANCE.
###
###
###
MIN
###
### MIN
### TO ##### FLOOR BASE
PLATE CONNECTION DETAIL SC2 TO #### FLOOR BASE ### TO ##### FLOOR BLOCKWORK
SCALE: 1:20
PLATE CONNECTION DETAIL BASE PLATE CONNECTION DETAIL
SCALE: 1:20 SCALE: 1:20
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: COLUMN TO SLAB CONNECTIONS
2.8
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
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