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19630-STRUCTURAL Drawings 15.06.21
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
I 2 3 4 5 6 I 2 3 4 5 6
N12-250 LIGS
4 N24 BARS
N16-200 (A)
4 N24
4 N16
A A
N16-200 (D)
B B
N12-200 (D)
5 N20 BARS
N12-250 (A)
N12-300 LIGS 5 N16 BARS
4 N20
N16-200 (D)
4 N20
6 N16
N16-200 (D)
N16-200 (A)
N12-250 (D)
N12-200 (A)
N16-200 (D)
N16-200 (A)
4 N20
C C
N12-250 (A)
N12-125 (D)
N12-250 (A)
D D
5 N16
BARS
EXTRA
UPPER FLOOR TOP
UPPER FLOOR BOTTOM
REINFORCEMENT PLAN
REINFORCEMENT PLAN 1:200 UNREDUCED AT A3
1:200 UNREDUCED AT A3 1:100 UNREDUCED AT A1
1:100 UNREDUCED AT A1
BARS DESIGNATED (D) SHOWN ABOVE TO BE LAID LAST
TYPICAL U.N.O. WHERE NOT SHOWN, USE N12-250 BARS
LAID IN THE 'D' DIRECTION. DISTRIBUTION REINFORCEMENT MUST
BARS DESIGNATED (A) SHOWN ABOVE TO BE LAID FIRST
BE PROVIDED WHERE NOT INDICATED DENOTES 2 N12 TRIMMER BARS, 1000
TYPICAL U.N.O. WHERE NOT SHOWN, USE N12-250 BARS
DISTRIBUTION REINFORCEMENT MUST DISTRIBUTION BARS TO BE N12-250 AND ARE TO BE LAID AS MAIN BARS ON PLAN ABOVE. LONG, TIED UNDER TOP STEEL.
LAID IN THE 'A' DIRECTION.
BE PROVIDED WHERE NOT INDICATED DENOTES 2 N12 TRIMMER BARS, 1000 THIRD (C) WITH 300 MIN. LAPS (STAGGERED) COG ALTERNATE
DISTRIBUTION BARS TO BE N12-250 AND ARE TO BE LAID AS MAIN BARS ON PLAN ABOVE. LONG, TIED OVER BOTTOM STEEL. BEAM BAR ENDS TYPICAL.
SECOND (B) WITH 450 LAPS (STAGGERED) COG ALTERNATE
BEAM BAR ENDS TYPICAL.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS H GRAY
copyright in accordance with the P & R TAYLOR Designed Verified
PROPOSED NEW RESIDENCE UPPER FLOOR AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
S PRYSTUPA H GRAY 13-15 HILTON ESPLANADE TEWANTIN REINFORCEMENT PLANS Drawing Number
D 15.06.21 REVISED TO SUIT ARCH CHANGES AV
used for this specific project.
C 10.03.21 REVISED TO SUIT ARCH CHANGES AV
Approved
S PRYSTUPA
RPEQ No
1137
RDP 19630-S08
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 4.03.21 ISSUED FOR TENDER AV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 11.02.21 PRELIMINARY ISSUE AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
15.06.21
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
8 of 12 D
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