Original source · versioned page text
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 11, section 1. The text section number identifies this passage in the reader.
70 x 35 HWD BATTENS AT 8 PLATE CLEATS 8 PLATE CLEATS
4 END PLATE WELDED
900 MAX CRS FIXED WITH WITH 2 M12 BOLT WITH 2 M12 BOLT
TO EACH RB8
BATTEN SCREWS CONNECTIONS CONNECTIONS
FULL STRENGTH BUTT 6 PLATE CAP
R4
R4
R4
R4
WELD CONNECTIONS
SB1 TO SP2.
3 4
FULL STRENGTH BUTT
WELD CONNECTIONS
SP2 TO PFC/PFB. LB1
B6
B6
OR2 RP2 OR2 10 PLATE
R
R
CLEAT WITH A RB8 RB8 RB8
TP2 TP2 POST
2 M16 BOLTED
R4 R4 CONNECTION
SB1
SP2
SP1
10 PLATE CAP WITH 2 M16 10 PLATE CAP WITH 2 M16
SP1
SP2
SP1
SP1
SP1
BOLTED CONNECTION. BOLTED CONNECTION TO
MITRE CUT AND FULL
LB3 STRENGTH BUTT WELD
LB1 TO POST CONNECTION DETAIL EACH RB8.
PFB
CONNECTION AT PORTAL 1:20 UNREDUCED AT A3
P3 P3
1:10 UNREDUCED AT A1
FRAME PFB TO PFC.
PFC
PFC
FULL STRENGTH BUTT
WELD CONNECTIONS SP1 P3 TO RB8 CONNECTION DETAILS
1:20 UNREDUCED AT A3
TOP AND BOTTOM. 1:10 UNREDUCED AT A1
3
3 4
PORTAL FRAME PFC/PFB ELEVATION
1:100 UNREDUCED AT A3
1:50 UNREDUCED AT A1
100 x 75 x 8 EA CLEATS WITH
PFC, PFB, SP1, SP2 AND SB1 TO COME AS A COMPLETE FULLY WELDED FRAME 2 M12 BOLTED CONNECTIONS
TO EACH LEG.
RP3 100 x 75 x 8 EA CLEATS WITH
2 M12 BOLTED CONNECTIONS
RB6
RB6
B4 RP2 RP2
TO EACH LEG.
R
R4
R4 R4
RB5
8 PLATE CLEATS 10 PLATE CLEAT WITH 4 M16
WITH 2 M12 BOLT BOLTED CONNECTION.
CONNECTIONS 4 END PLATE TO RB6.
RP3 TYPICAL.
10 PLATE CLEAT WELEDED
R4
12 END PLATE CLEAT TO RB4
TO POST P2. 8 END PLATE WITH 4 M16 BOLTED
RB3 RB3
P2
TO RB4 WITH A 10 PLATE CONNECTIONS TO RB5/RB6.
CLEAT 2 M20 8.8/S BOLTED
CONNECTION.
100 x 75 x 8 EA CLEATS WITH
2 M12 BOLTED CONNECTIONS
TO EACH LEG. 10 PLATE CLEAT WITH 4 M16
R
B4
R4 BOLTED CONNECTION.
RP3 R4 R4
RP3 RP3
R4
B4
1 100 x 75 x 8 EA CLEATS WITH
R
DETAIL 2 M12 BOLTED CONNECTIONS
B4
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10 R TO EACH LEG.
RB5
RB5
P2
R4
R4
DETAIL 2
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
DETAIL 3
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
R3 R3 10 PLATE CAP TO P2 WITH 4 M16
BOLTED CONNECTION TO RB4.
600 x 150 x 6 PLATE CLEAT WITH 4 M12
BOLT CONNECTIONS TO EACH RAFTER. DETAIL 4
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
S10
DETAIL 5
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 1 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-S11
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
11 of 12 D
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