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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 12, section 1. The text section number identifies this passage in the reader.
3 10 PLATE CLEAT WITH 2 M16
BOLTED CONNECTION.
6 PLATE END
5 70 x 35 HWD BATTENS AT
900 MAX CRS FIXED WITH
6
BATTEN SCREWS
B6 8 PLATE CLEATS
R
50 MIN.
WITH 2 M12 BOLT
CONNECTIONS
70 x 35 HWD BATTENS AT
3
900 MAX CRS FIXED WITH RP2 HDG FRAMING HANGERS R4
BATTEN SCREWS OR2. CUT AND
RE-WELD BOTTOM
WALL.
2 HDG TRIP L GRIPS RB8
10 PLATE CAP WITH 2 M16
R3 BOLTED CONNECTION TO
TP2 R2 EACH RB8.
R4
TP2 FIXED TO EACH
STUD WITH 2 No14 HDG FRAMING HANGERS P3
HDG FRAMING HANGERS BATTEN SCREWS
10 PLATE CLEAT TO P3
RB9 WITH A 2 M16 BOLTED
LB3 CONNECTION.
P3
10 PLATE CLEAT TO COLUMN BEYOND,
WITH 2 M16 BOLTED CONNECTION.
SEAT ON 3 STUDS AT THE OTHER END
WITH TIE DOWN RODS AND
STRAPPING. SECTION E SECTION F
1:20 UNREDUCED AT A3
S10
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
1:10 UNREDUCED AT A1
RP2/OR2 BEYOND
SECTION D
RP2/OR2 BEYOND
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
RB6
10 PLATE CAP TO SP1 WITH 2 M16
A
BOLTED CONNECTION TO RB6.
6 PLATE END
50 MIN.
10 PLATE CLEAT WITH 2 M16
BOLTED CONNECTION.
3
3
3
3
RB7
R
R
R
R
3
OR1
R
CUT AND RE-WELD
SB1 BOTTOM WALL OF
EACH END OF R1
LB3 P3
SP2
10 PLATE CAP WITH 2 M16
70 x 35 HWD BATTENS AT
10 PLATE CLEAT TO
BOLTED CONNECTION.
900 MAX CRS FIXED WITH A
SC2, WITH 2 M16 BATTEN SCREWS
BOLTED CONNECTION. SECTION G
6 PLATE END
1:20 UNREDUCED AT A3
S10
50 MIN.
1:10 UNREDUCED AT A1
PFB
OR1
RB11
R2
PFC
CUT AND RE-WELD
BOTTOM WALL OF
EACH END OF OR1.
SECTION H
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
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 ROOF DETAILS SHEET 2 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 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-S12
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
12 of 12 D
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