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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 5, section 1. The text section number identifies this passage in the reader.
190
190
VARIES. REFER PLAN
VARIES. REFER PLAN
VARIES. REFER PLAN
VARIES. REFER PLAN
MAINTAIN COVER TO
REFER PLAN FOR
SLAB THICKNESS
4 N16 TOP AND
50 SETDOWN
REINFORCEMENT AT 4 N16 TOP AND
BOTTOM. N12-300 TIES. PROVIDE 1 N12 TRIMMER. STOP
ALL RECESSES. BOTTOM. N12-300 TIES.
'L' BARS AT CORNERS. REINFORCEMENT WITH 50mm
'L' BARS AT CORNERS. 4 N16 TOP AND COVER.
SCABBLE SCABBLE BOTTOM. N12-300 TIES.
150 MIN.
REFER PLAN
VARIES.
'L' BARS AT CORNERS.
REFER
SL82 MESH TOP
PLAN
40
REFER PLAN REFER PLAN REFER PLAN
REFER PLAN
150 MIN.
VARIES
VARIES
VARIES.
VARIES.
VARIES.
VARIES.
REFER
REFER
REFER
REFER
VARIES.
300
PLAN
PLAN
PLAN
PLAN
REFER
FORMED VOID FORMED VOID
PLAN
FORMED VOID FORMED VOID
FORMED VOID FORMED VOID
DPM 1
150 MIN.
2
300
500 MIN
500 MIN 500 MIN DPM ON 50 SAND
4 N16 TOP AND 500 MIN
DPM ON 50 SAND DPM ON 50 SAND
BOTTOM. N12-300 TIES. DPM ON 50 SAND
TYPICAL SLAB EDGE
HARDWOOD H5 TIMBER HARDWOOD H5 TIMBER HARDWOOD H5 TIMBER HARDWOOD H5 TIMBER THICKENING DETAIL
PILES TO PILING PILES TO PILING PILES TO PILING PILES TO PILING
1:40 UNREDUCED AT A3
CONTRACTORS CONTRACTORS CONTRACTORS CONTRACTORS 1:20 UNREDUCED AT A1
SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS.
25 TONNE S.W.L. 25 TONNE S.W.L. 25 TONNE S.W.L. 25 TONNE S.W.L.
SLAB BEAM - SB1 SLAB BEAM - SB2 SLAB BEAM - SB3
1:40 UNREDUCED AT A3
1:40 UNREDUCED AT A3 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
SLAB BEAM - SB4 NOTE :
1:20 UNREDUCED AT A1 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
1:20 UNREDUCED AT A1 ALL WATERPROOFING AND FLASHING IS
TO BE CARRIED OUT IN ACCORDANCE
WITH THE ARCHITECTS DETAILS.
VARIES. REFER PLAN
450 MIN.
P1/P2 NOTE :
FORMED VOID FORMED VOID FORMED VOID
ALL STEELWORK TO BE HOT P3
APPROVED DIPPED GALVANISED.
WATERPROOFING AND 100 x 180 x 12 BASE PLATE.
REFER PLAN
BANDAGE 2 M16 CHEMSET ANCHORS
20.10 CONTROL CAST 150 MIN. INTO GROUND
20.09 CONTROL FLOOR SLAB.
VARIES.
JOINT BLOCK CONCEAL WELDPLATES 120 x 120 x 12 WELD PLATE.
REFER
JOINT BLOCK
PLAN
FORMED VOID FORMED VOID FORMED VOID FORMED VOID FORMED VOID BELOW FLOOR FINISHES. 4 N16 WHISKERS CAST 450
SIKAFLEX SEAL INTERFACE. INTO LEVEL 2 SLAB.
190
CUT VOID FORMER TO DPM ON 50 SAND 110 RIB REINFORCEMENT
FORM MINIMUM RIB 110 FOR INTERNAL RIBS AND 300 VERTICAL REINFORCEMENT 1-N12 LAPPED 600 AS
ELASTOMERIC SEALANT EACH SIDE OF JOINT
WIDTH OF 110mm AT PIPE FOR SB4. NOTIFY ENGINEER PRIOR EACH SIDE OF JOINT REQUIRED
TO LAYING STEEL REINFORCEMENT.
CONTROL JOINT - V.C.J. TYPICAL INTERNAL RIB
PIPE PENETRATION DETAIL 1:40 UNREDUCED AT A3 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
P1/P2 BASEPLATE DETAIL P3 BASEPLATE DETAIL
NOT TO SCALE 1:20 UNREDUCED AT A1 1:20 UNREDUCED AT A3
1:20 UNREDUCED AT A3
1:10 UNREDUCED AT A1
1:10 UNREDUCED AT A1
JOINTS TO BE PROVIDED AT 6000 MAX. CRS
BULK EARTHWORKS LINE
5
SB2 SL82 MESH TOP
R16-400 DOWEL BARS, HDG, SL82 MESH TOP 810 190 240
450 LONG, DRILL AND EPOXY
GROUT 150 INTO BLOCKWORK. TURN EDGE OF SLAB
PROVIDE 'DOWELSERT' LID DOWN ONTO
300
FORMED VOID 150
SLEEVES. GROUND FLOOR SLAB.
400 MIN.
150
150 THICK MINIMUM.
SL82 MESH TOP CHAMFER/FILLET
AND BOTTOM 200
150
DPM
150
300
300
N12-400 'Z' BARS
150
150
670
WITH 1 N12
SCABBLE CONCRETE TRIMMER BAR.
AND APPLY A
BONDING AGENT. 190mm
BLOCKWORK
250 POOL WALL BOND BEAM.
ENSURE N12-400 VERTICAL BARS POOL PLANT SETDOWN DETAIL 400 HIGH MIN.
FROM POOL WALL ARE COGGED 600 N12-200 BARS
1:40 UNREDUCED AT A3
INTO GROUND FLOOR SLAB. TYPICAL. 1:20 UNREDUCED AT A1 150 BOTH WAYS.
SB2
N12-200 BARS EACH
WAY CENTRAL AND
CORNER L BARS. 450
LAPS/COGS. TYPICAL.
SECTION A
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
S04
POOL PLANT LID SLAB DETAIL
1:40 UNREDUCED AT A3
1:20 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 GROUND FLOOR DETAILS 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-S05
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
5 of 12 D
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