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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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NAILING PLATE (IF REQUIRED) LIGS BLOCK LINTEL SCHEDULE (UNO)
REFER PLAN FOR DETAILS REFER SCHEDULE
TYPE SPAN BOTTOM REO. TOP REO. HORIZ. REO. LIGS
LAP LENGTH TOP REO.
REFER SCHEDULE LAP LENGTH 1200 MAX. 1/N12 1/N12 N12-400 R10-200
60
BL 2400 MAX. 1/N16 1/N16 N12-400 R10-200
(200 SERIES
BLOCK) 3000 MAX. 2/N16 2/N16 N12-400 R10-200
4500 MAX. 2/N16 2/N16 N16-400 R10-200
TOP REINFORCEMENT IN SLAB.
REFER BLOCK LINTEL SCHEDULE
AND ELEVATION FOR DETAILS.
SUSPENDED SLAB
INDICATIVE ROOF TIE REFER SLAB PLAN
BOTTOM REO. LINTEL BLOCKS TOP REO IN KNOCKOUT TOP DOWN OR FIXING
REFER SCHEDULE COURSE REFER BLOCK WHERE APPLICABLE.
COG BAR 300 MIN. LINTEL SCHEDULE AND
KNOCK OUT BLOCKS OPENING WHERE INSUFFICIENT ELEVATION FOR DETAILS.
TYPICAL WALL LENGTH AVAILABLE TOP REO IN KNOCKOUT TOP COURSE
REFER BLOCK LINTEL SCHEDULE
HORIZONTAL REO (REFER AND ELEVATION FOR DETAILS.
NOTE: BLOCK LINTEL SCHEDULE)
WALL REINFORCMENT NOT SHOWN FOR HORIZONTAL REO (REFER
ENGINEER
'D'
'D'
CLARITY. REFER BLOCK WALL SCHEDULE BLOCK LINTEL SCHEDULE)
LIGS OVER OPENING ALL LINTEL
AND DETAILS AS APPLICABLE (REFER BLOCK LINTEL LIGS OVER OPENING DEPTHS TO
SCHEDULE) (REFER BLOCK LINTEL
A PER PROJ
SCHEDULE)
REINFORCE
BOTTOM REO, REFER REQUIRED.
TYPICAL BLOCK LINTEL ELEVATION 75 TO BTM
OF BAR
BLOCK LINTEL SCHEDULE
AND ELEVATION FOR DETAILS
75 TO BTM
OF BAR
BOTTOM REO, REFER
BLOCK LINTEL SCHEDULE
SCALE 1 : 20 AND ELEVATION FOR DETAILS
WALL BEYOND WALL BEYOND
N16 DOWEL BARS TOP AND BOTTOM 1/N16 IN CONTINUOUS LNOCKOUT
AT 400 MAX. CRS. CENTRAL TOP COURSE COGGED DOWN 300 INTO
DRILL & EPOXY INTO CONCRETE WALL
(150 MIN. EMBED.)
CORES EACH SIDE OF OPENING OR
EXTEND 600 MIN. BEYOND
BLOCK LINTEL WITHOUT SLAB BLOCK LINTEL WITH SLAB
TYPICAL 150/200 SERIES BLOCK LINTEL (BL) DETAILS
SLAB
SCALE 1:20
N12-400 'J' BARS VERT.
BLOCK LINTEL
CONTINUATION OF BLOCK WALL
REINFORCED 500 BEYOND REINFORCEMENT
CONCRETE
900 LAP
WALL
N12-400 'J' BARS VERT.
50 BLOCK LINTEL BOTTOM BAR
MIN.
1/N16 COGGED DOWN 300 WALL BE
PROVIDE 50 MIN. REBATE IN
CONCRETE WALL LOCAL TO INTO CORES EACH SIDE
BLOCK LINTEL OF OPENING OR EXTEND
600 MIN. BEYOND
WALL BEYOND
TYPICAL BLOCK LINTEL (BL) TO TYPICAL BLOCK LINTEL (BL)
CONCRETE WALL CONNECTION DETAIL GREATER THAN 1200 DEEP
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: BLOCK WALL DETAILS
2.2
.
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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