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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 7, section 1. The text section number identifies this passage in the reader.
230
UPPER FLOOR
P1 100 x 100 x 3.0 SHS POST
N12-150
N12-200
P2 89 x 89 x 5.0 SHS POST
N16-200
I 2 3 4 5 6 MID FLIGHT LANDING 200 P3 89 x 89 x 3.5 SHS POST
200
180 180 C 180
S09 P4 150 x 150 F17 HWD POST
PFC 200 x 100 x 6 RHS PORTAL COLUMN
P3 P3 P3
P3
A 200 x 42 SMART LVL15 H3 TREATED
STAIR 1 DETAIL RB1
ROOF BEAM
1:40 UNREDUCED AT A3
N12-200
FALL
FALL
CHANGE IN GRADE N12-150 1:20 UNREDUCED AT A1 200 x 42 SMART LVL15 H3 TREATED
BL1 BL1 250 SOFFIT STEP RB2
B 1000W x 450D R.C. BEAM
MID FLIGHT LANDING ROOF BEAM
FALL
BL1
590W x 350D P3
200
150 x 58 SMART LVL15 H3 TREATED PURLINS
IN GRADE
CHANGE IN GRADE
CHANGE
P3
P3
RP1
P3
P3 AT 600 CRS WITH BLOCKING MIDSPAN
IN GRADE
250 SOFFIT STEP N12-300
CHANGE
180
R.C. BEAM
DOWNPIPE PENETRATION
LL
150 SOFFIT STEP
FA
FALL
FA 180 N12-200 ST1 250 PFC STRINGER
LL
CHANGE IN GRADE 200 N12-200
PF P3
N12-200
BL1
200 450 LAP
PF 3
BL1
Z
P
N12-150
C
C
P3
CHANGE IN GRADE
S09 N12-300
P3
P3
N12-150
BL2 FALL
CHANGE IN GRADE
B
BL1
BL1
P3
S09
0
APPROVED
20
WATERPROOFING AND GROUND FLOOR
P3
BANDAGE
180
350
P3
20.10 CONTROL
200 JOINT BLOCK 20.09 CONTROL
P4
DOWN STAIR 1 JOINT BLOCK
N12 STARTERS TO MATCH 10 THICK END PLATE WITH
STAIR REINFORCEMENT 2 M16 ANCHORS, 200
P3
EMBEDMENT.
190
VOID 450
P2
P4
P2 MITRE CUT
CHANGE IN GRADE
BL1
AND FSBW
200 CONNECTION
180
P2
BL2
VERTICAL REINFORCEMENT
ELASTOMERIC SEALANT
200
P4
EACH SIDE OF JOINT
FIX RB1 TO BLOCK WALL WITH 1 M12 EACH SIDE OF JOINT
CHEMSET ANCHOR AT 600 MAX. CRS. 200
CONTROL JOINT - V.C.J. MITRE CUT AND FULL
P4
FALL 200 1:40 UNREDUCED AT A3
STRENGTH BUTT WELD
1:20 UNREDUCED AT A1
AT LANDING. ST1
P4
P2
P3
P3
TIMBER TREADS FIXED TO
P1
C CHANGE IN GRADE CHANGE IN GRADE JOINTS TO BE PROVIDED AT 8000 MAX. CRS STRINGERS WITH 8 PLATE
BL1
RB1 BL2 CLEATS WELDED ON THE
INSIDE OF EACH STRINGER
10 PLATE FIN WITH 2 M16
FALL
FALL
BL1
AND 2 M10 CUP HEAD BOLTS
BOLTS TO RB1/RB2. RP1 P1/P2
EACH SIDE.
FALL
BL1 BL2 BL1
P4
RB2
P4
D ST1
MITRE CUT
P1 AND FSBW ST1 100 x 180 x 12 BASE PLATE.
P4
P4
DOWN
P4
FIX ENDS OF RP1 WITH
GALVANISED FRAMING 1 N12 TRIMMER EACH
CONNECTION
STAIR 2 DETAIL 2 M16 CHEMSET ANCHORS
ST1 AWNING BY OTHERS TO SIDE OF JOINT 1:40 UNREDUCED AT A3
CAST 150 MIN. INTO UPPER
P2
HANGERS.
P2
ARCHITECTS DETAILS 1:20 UNREDUCED AT A1 FLOOR SLAB.
FIX END OF RB2 TO BLOCK WALL STAIR 2 180
WITH A 125 x 125 x 10 EA AND 2 M16
CHEMSET ANCHORS TO WALL AND 12 PLATE BASE ON 20mm NON
2 M16 BOLTS TO RB2. 180 180 SHRINK GROUT WITH 2 M16
ANCHORS, 125 EMBEDMENT.
400
UPPER FLOOR SLAB PLAN 2 N16 BARS TOP AND
NOTE : BOTTOM. N12-300 LIGS.
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
INDICATES 30 x 0.8 GALV. STRAP ROOF BRACING FIXED SB5 DETAIL 350
ALL WATERPROOFING AND FLASHING IS TO UNDERSIDE OF EACH PURLIN WITH No. 14 HEX STITCHING SCREW.
AT ENDS, BEND BRACING UP AND FIX TO SIDE OF PURLIN WITH
P1/P2 BASEPLATE DETAIL
TO BE CARRIED OUT IN ACCORDANCE 1:20 UNREDUCED AT A3
WITH THE ARCHITECTS DETAILS. DENOTES CONCRETE SLAB THICKNESS 2- No.14 HEX STITCHING SCREWS. ALL ROOFS TO HAVE STRAP 1:10 UNREDUCED AT A1
200 180 REINFORCED AS PER PLANS ON SHEET S07. X TENSION BRACING TO PURLINS / RAFTERS, AT ENDS AND CORNERS HARDWOOD H5 TIMBER
AND CORNERS, ALL IN ACCORDANCE WITH THE MANUFACTURERS PILES TO PILING
WRITTEN SPECIFICATION CONTRACTORS
SPECIFICATIONS.
25 TONNE S.W.L.
130 WIDE x 10 THICK SLOTTED PLATE HDG
BLOCKWORK REINFORCEMENT NOTES : POST CLEAT WITH 2 M16 HDG BOLTS.
ALL 140 BLOCKWORK WALLS TO BE REINFORCED AS ALL 190 BLOCKWORK WALLS TO BE REINFORCED AS 170 x 170 x 12
FOLLOWS U.N.O. ON DETAILS: FOLLOWS U.N.O. ON DETAILS: WELD PLATE.
P4 4 N16 WHISKERS PFC
NOTE : CAST 450 INTO
· N12-400 'L' BAR STARTERS WITH 450 COG INTO · N12-400 'L' BAR STARTERS WITH 450 COG INTO
P3
50 LEVEL 2 SLAB. 220 x 120 x 12
ALL STEELWORK TO BE HOT
40
FOOTING AND 700 LAP WITH VERTICAL WALL FOOTING AND 700 LAP WITH VERTICAL WALL WELD PLATE.
DIPPED GALVANISED. 4 N20 WHISKERS
BARS U.N.O. BARS U.N.O.
CAST 450 INTO
50 CONCEAL WELDPLATES LEVEL 2 SLAB.
260
· N12-400 VERTICAL WALL BARS U.N.O. AND 1 N12 · N12-400 VERTICAL WALL BARS U.N.O. AND 1 N12 BELOW FLOOR FINISHES.
300
10mm FILLET SITE
AT EACH SIDE OF OPENING. AT EACH SIDE OF OPENING. CONCEAL WELDPLATES 120 x 120 x 12 WELD PLATE. SIKAFLEX SEAL INTERFACE. WELD.
80
BELOW FLOOR FINISHES. 4 N16 WHISKERS CAST 450
SIKAFLEX SEAL INTERFACE. INTO LEVEL 2 SLAB.
· 1 N12 BAR TOP AND BOTTOM BLOCK COURSE · 1 N12 BAR TOP AND BOTTOM BLOCK COURSE
HORIZONTAL AND THEN N12-400 HORIZONTAL HORIZONTAL AND THEN N12-400 HORIZONTAL
BARS, L BARS AND CORNER BARS. BARS, L BARS AND CORNER BARS.
NOTE : NOTE:
REFER TO ARCHITECTS WHERE SCABBLE** IS NOTED, APPLY A BONDING AGENT
DRAWINGS FOR ALL SET OUT IMMEDIATELY PRIOR TO POURING CONCRETE/GROUT P3 BASEPLATE DETAIL P4 BASEPLATE DETAIL PFC BASEPLATE DETAIL
DIMENSIONS AND LEVELS. 1:20 UNREDUCED AT A3 1:20 UNREDUCED AT A3 1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1 1:10 UNREDUCED AT A1 1:10 UNREDUCED AT A1
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/LOWER 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-S07
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
7 of 12 D
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