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 10, section 1. The text section number identifies this passage in the reader.
G 5 H P1 100 x 100 x 3.0 SHS POST R1 150 x 50 x 3.0 RHS RAFTERS AT 600 CRS
S12 S11 S12
200 x 42 SMART LVL15 H2 TREATED
P2 89 x 89 x 5.0 SHS POST R2
RAFTERS AT 450 CRS
I 2 3 4 5 6
OR1 200 x 42 SMART LVL15 H3 TREATED RAFTERS
P3 89 x 89 x 3.5 SHS POST R3
AT 900 CRS. 4 TRIP L GRIPS EACH END.
200 x 42 SMART LVL15 H3 TREATED RAFTERS
R2
R2
P4 150 x 150 F17 HWD POST R4
AT 900 CRS. 4 TRIP L GRIPS EACH END.
150 x 58 SMART LVL15 H3 TREATED
P3 RB7 P3 P3 PFC 200 x 100 x 6 RHS PORTAL COLUMN R5
A RAFTERS AT 900 CRS
P3
RB11 RB11
240 x 58 SMART LVL15 H2 TREATED ROOF 240 x 58 SMART LVL15 H2 TREATED
E RB3 LB1
BEAM
RB9
LINTEL BEAM
RB9
S12
B 150 x 58 SMART LVL15 H2 TREATED
P3
LB1
P3
LB1 RB4 200 x 100 x 6.0 RHS ROOF BEAM LB2
P3
P3
LINTEL BEAM
P3
RB8 P3
P3
240 x 75 SMART LVL15 H2 TREATED ROOF 240 x 75 SMART LVL15 H2 TREATED
LB1
SP PF
R3
RB8
R3
RB5 LB3
C R
BEAM LINTEL BEAM
2 C
PF VE
O
VE
O
300 x 75 SMART LVL15 H2 TREATED
2
R
RB6 200 x 100 x 6.0 RHS ROOF BEAM LB4
SP
LB1
1 LINTEL BEAM
1
SP
P3
SP
SP
SP
SP
150 x 100 x 4.0 RHS ROOF BEAM MITRE 150 x 50 x 3.0 RHS PURLINS AT
P3
1
1
1
D RB7 RP2
LB3 UNDER
PFB
RB6
CUT AND FSBW AT CRANKED RIDGE 600 MAX. CRS .
P3
S12
SB1 OVER 200 x 42 SMART LVL15 H2 TREATED PURLINS
RB8 89 x 89 x 3.5 SHS ROOF BEAM RP3
LB1
R4
R4
OR2
OR2
AT 600 CRS WITH BLOCKING AT THIRD PTS
P3
LB4 UNDER
240 x 75 SMART LVL15 H3 TREATED ROOF 150 x 58 SMART LVL15 H2 TREATED PURLINS
RB9 RP4
F BEAM AT 600 CRS WITH BLOCKING AT THIRD PTS
P3
RB8
RB6
4
TP2
S12
RP2
89 x 89 x 3.5 SHS ROOF BEAM 200 x 100 x 6 RHS PORTAL BEAM
RB8
3 S11 RB10 PFB
TP2
LB1
P3
P4
S11
150 x 42 SMART LVL15 H3 TREATED
RB11 150 x 100 x 4.0 RHS ROOF BEAM TP1
PLATE FIXED TO STUDS.
P3
200 x 42 SMART LVL15 H3 TREATED
P2
100 x 50 x 3.0 SHS STUB POST
P4
RB3 SP1 TP2
P2
1 PLATE FIXED TO STUDS.
S11
P2
SP2 100 x 100 x 5.0 SHS POST SB1 150 x 100 x 6.0 RHS SILL BEAM
P4
150 x 58 SMART LVL15 H3 TREATED JACK
JR1 WH1 100 x 100 x 5.0 SHS WINDOW HEAD
RB5
RAFTERS AT 600 CRS
LB1
EX 150 x 50 x 3.0 RHS OUTRIGGERS AT 900
P4
OR1
R
MAX. CRS WELDED TO RB11
B4
B4
R
RP3
R4 R4 EX 150 x 50 x 3.0 RHS OUTRIGGERS AT 600
P2
OR2
P3
P3 MAX. CRS WELDED TO RB6
C
LB1 LB1
P4
RB5
2 RB5
S11
D
P4
P4 NAILING PLATES OR FRAMING ANCHOR
P4
P4
P4
(LEGS NOT BENT) TO EACH END OF
P2
P2
EXTERNAL WALL DOUBLE 100 x 35 NOGGING. 6/2.8Ø NAILS
78 x 78 F8 SHEAR TOP PLATE EACH FACE 75 x 75 F8 SHEAR
BLOCKS. 1 M12 BOLT DOUBLE 30 x 3 mm STRAPS BLOCKS. 1 M12 Ø BOLT
6 / 2.8Ø NAILS EACH END
TRUSS/CEILING JOIST 4 / 2.8 Ø NAILS TO TOP PLATE
R5
P3
P3
P3
TRUSS/
RB10 CEILING
JOIST
TP1 BRACING WALL
INTERNAL BRACING WALL
E NOTES : BRACING WALL
LB2 LB2
ALL STEELWORK TO BE HOT
DIPPED GALVANISED.
JR1
LB2
LB2
JR1
RP4 ALL STUDS TO BE 90 x 45 MGP12 BRACING WALL CONNECTION TO BRACING WALL CONNECTION TO
AT 450 MAX. CENTRES. TRUSS/CEILING JOIST AT 90° BRACING WALL CONNECTION TO
EXTERNAL WALL AT 90° PARALLEL TRUSS/CEILING JOIST
LB2 NOT TO SCALE
NOT TO SCALE
F NOT TO SCALE
ROOF PLAN BATTENS AT 900 MAX.
JACK RAFTER JR1
1A 2B 1:200 UNREDUCED AT A3
CTRS.
1:100 UNREDUCED AT A1
ROOF SHEETING,
WATERPROOFING AND
FLASHINGS TO
ARCHITECTS DETAILS
INDICATES STRUCTURAL PLYWOOD SHEETED BRACING RAFTER
RAFTER
WALL ( 6.4 kN/m ) FIXED IN ACCORDANCE WITH MANUFACTURERS 2 TRIP L GRIPS 2 TRIP L GRIPS
WRITTEN SPECIFICATION TOGETHER WITH BATTENS TO ROOF PURLINS.
INDICATES 30 x 0.8 GALV. STRAP ROOF BRACING FIXED
TO UNDERSIDE OF EACH PURLIN WITH No. 14 HEX STITCHING SCREW.
AT ENDS, BEND BRACING UP AND FIX TO SIDE OF PURLIN WITH
2- No.14 HEX STITCHING SCREWS. ALL ROOFS TO HAVE STRAP
X TENSION BRACING TO PURLINS / RAFTERS, AT ENDS AND CORNERS JACK RAFTER JR1 DETAIL
AND CORNERS, ALL IN ACCORDANCE WITH THE MANUFACTURERS NOT TO SCALE
WRITTEN SPECIFICATION
NOTE :
REFER TO ARCHITECTS INDICATES M12Ø ANCHOR ROD / BOLT
DRAWINGS FOR ALL SET OUT
DIMENSIONS AND LEVELS.
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 MAIN ROOF 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 PLAN AND DETAILS 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-S10
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
10 of 12 D
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