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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 3, section 1. The text section number identifies this passage in the reader.
FOOTING REINFORCEMENT REFER TO PLANS 1 N12 TRIMMER
AS DETAILED CAPPING FOR SLABS OVER. BAR WITH 'L'
CORNER BARS. 450
N12-400 LAPS. TYPICAL.
HORIZONTAL
I 2 3 4 5 6
HEIGHT 'H1' - 1600 MAX.
190
V.C.J.
V.C.J.
V.C.J.
V.C.J.
V.C.J.
COMPACTED N12-400 VERTICAL. N12-400 VERTICAL.
SAND FILL
1200 MAX.
60 COVER TO SOIL 60 COVER TO SOIL
COGGED BARS TO
%% SIDE.
COMPACTED 190 SIDE.
N16-400 STARTER. SAND FILL N16-400 STARTER.
BE 2 N12 MIN. TOP V.C.J. RW1 RW2
RW3
1 %%
V.C.J.
AND BOTTOM OR
RW2
SAME AS FOOTING RW RW2 RW2 CLEAN OUT BLOCKS CLEAN OUT BLOCKS
REINFORCEMENT
SF3
N12-400 SCABBLE** N12-400 SCABBLE**
(600 LAP) RW2
SF2
$$ $$
RW2
RW4
SF3
TYPE FOOTING INTERSECTIONS SF3
RW1
350
350
RW4
NOT TO SCALE V.C.J.
V.C.J. 4 N12 BARS TOP
HEIGHT 'H1' BASE 'B'
4 N12 BARS TOP
FOOTING REINFORCEMENT
RW2
AS DETAILED A RW4 SF3 AND BOTTOM AND BOTTOM
0-800 600
RW1 BASE 'B'
RW3
BASE 'B'
800-1200 1000
600 MAX.
MIN. 1600
STEP
UNDER POOL
300
1200-1600 1200
B RETAINING WALL RW1
SF2
1:40 UNREDUCED AT A3
SF1 SF1 V.C.J. 1:20 UNREDUCED AT A1
RETAINING WALL RW2
300
1 1:40 UNREDUCED AT A3
CAPPING 190 1:20 UNREDUCED AT A1
1
RW5
AL
R16-400 H.D.G. DOWEL BARS,
LF
V.C.J. N12-400 VERTICAL. 350 LONG, IN DOWEL FORM
ILL
300 MIN. COGGED BARS 3 60 COVER TO SOIL REFER TO NOTES SHEETS
N12 MIN. OR SAME SLEEVES WITH 16mm
TO
FOR BLOCKWORK
SF2
RW3
SIDE.
HEIGHT 'H1' - 1600 MAX.
INSERTS, 150 INTO WALL.
AS FOOTING SF2 REINFORCEMENT DETAILS.
LE
OR EQUAL TO
VE
STEP HEIGHT REINFORCEMENT COMPACTED N16-400 STARTERS. COG 300
L2
(600 LAP)
SF1
SAND FILL INTO SB1, LAP 600 WITH
CO
VERTICAL WALL BARS.
%%
MP
TYPE FOOTING STEP
A
CLEAN OUT BLOCK
CT
SCABBLE**
150
NOT TO SCALE
V.C.J. N12-400
IO
SF2 RW2 HORIZONTAL 3 N16 BARS TOP AND
N.
BOTTOM. R10-400 LIGS.
RE
RW2
FE
N16-400 STARTER.
APPROVED WATERPROOFING
200
R
N12-400
GE
AND BANDAGE
$$
NE
SF2
RA
20.10 CONTROL
350
RW1
20.09 CONTROL
LN
CLEAN OUT BLOCKS
350
JOINT BLOCK JOINT BLOCK SF1
OT
SCABBLE**
ES
ON
190
SH
4 N12 BARS TOP 600
EE
AND BOTTOM
HEIGHT 'H1' BASE 'B'
TS
V.C.J.
02
BASE 'B' 0-800 600
STRIP FOOTING SF2
.
ELASTOMERIC SEALANT VERTICAL REINFORCEMENT
SF2 SF1
SF1
EACH SIDE OF JOINT EACH SIDE OF JOINT 800-1200 1000 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
1200-1600 1200
C RETAINING WALL RW3
CONTROL JOINT - V.C.J. 1:40 UNREDUCED AT A3
SF1
SF2
1:20 UNREDUCED AT A1
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
V.C.J.
JOINTS TO BE PROVIDED AT 8000 MAX. CRS TIMBER DECKING ON 35 THICK HARDWOOD
10mm FULL DEPTH BATTENS. PAINT UNDERSIDE AND SIDES OF
VARIES
RW2
D COMPRESSIBLE BATTENS WITH BITUMINOUS WATERPROOFING. FIX REFER TO PLANS
MATERIAL WITH A BATTENS TO SLAB WITH 1 M12 CHEMSET ANCHORS FOR SLABS OVER.
10 x 10 SEALANT 190 AT 900 CRS. PROVIDE 10 THICK NEOPRENE
V.C.J.
1200 MAX.
SPACERS UNDER BATTENS AT EACH FIXING
REFER TO NOTES SHEETS
FOR BLOCKWORK SF2 LOCATION TO KEEP UP OFF CONCRETE SURFACE.
REINFORCEMENT DETAILS. REFER TO
RETAINING
V.C.J.
N16-400 STARTERS. COG 300 SF2 %% WALL RW3
GARDEN BED
INTO SB1, LAP 600 WITH ST1
VERTICAL WALL BARS. N12-400 ABOVE FOR
SF2
REINF'T
$$ DETAILS.
SF2
CLEAN OUT BLOCK
SCABBLE**
4 N20 BARS TOP AND
200
BOTTOM. R10-400 LIGS. BULK EARTHWORKS LINE
RW3
200
V.C.J.
REFER TO RETAINING
4 N12 TOP N12-400 WALL RW1 ABOVE FOR
E AND BOTTOM REINFORCEMENT
350
DETAILS.
BASE 'B'
350
N16-400 STARTERS
600 RETAINING WALL RW4
1:40 UNREDUCED AT A3 N16-400 6 N12 BARS TOP
1:20 UNREDUCED AT A1
HARDWOOD H5 TIMBER AND BOTTOM
PILES TO PILING RETAINING WALL BLOCKWORK
RETAINING WALL RW5
N16-400 STARTERS
CONTRACTORS F REINFORCEMENT NOTE :
1:40 UNREDUCED AT A3
V.C.J.
1:20 UNREDUCED AT A1
V.C.J.
SPECIFICATIONS. RW1 RW2 RW1 1500
25 TONNE S.W.L. ALL 190 BLOCKWORK WALLS TO BE REINFORCED AS
FOLLOWS U.N.O. ON DETAILS:
1A FOOTING PLAN 2B
$$ DENOTES "PROVIDE Ø100 AG PIPE SURROUNDED WITH 10mm BLUE
1:200 UNREDUCED AT A3
· N16-400 'L' BAR STARTERS WITH 450 COG INTO METAL, WRAPPED IN GEOFABRIC (BIDIM A14). PROVIDE AN OUTLET EACH
STRIP FOOTING SF1 1:100 UNREDUCED AT A1 FOOTING AND 700 LAP WITH VERTICAL WALL
BARS U.N.O.
SIDE THROUGH WALL WITH Ø80 DWV PIPE AS A WEEP HOLE WITH BIDIM
A14 GEOFABRIC, FIXED WITH STAINLESS STEEL HOSE CLAMPS. ENSURE
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1 DENOTES H5 TREATED HARDWOOD TIMBER PILES NOTE: COVER TO STEEL REINFORCEMENT AND LIGS IS MAINTAINED".
NOTE : NOTE : TO PILING CONTRACTORS SPECIFICATIONS. 25 · N16-400 VERTICAL WALL BARS U.N.O.
%% FREE DRAINING GRANULAR MATERIAL WRAPPED IN GEOFABRIC (BIDIM
TONNE S.W.L. 150 MIN. DIAMETER. PILING WHERE SCABBLE** IS NOTED, APPLY A A14) AND PLACED IN EXCAVATION BEHIND WALL. APPLY APPROVED
ALL WATERPROOFING AND FLASHING IS REFER TO ARCHITECTS DRAWINGS FOR BONDING AGENT IMMEDIATELY PRIOR TO · 1 N12 BAR TOP AND BOTTOM BLOCK COURSE BITUMINOUS WATERPROOFING MEMBRANE AND BANDAGE OVER COLD
TO BE CARRIED OUT IN ACCORDANCE ALL SET OUT DIMENSIONS AND LEVELS. CONTRACTORS DESIGN ENGINEER IS TO ALLOW
POURING CONCRETE/GROUT HORIZONTAL AND THEN N12-400 HORIZONTAL JOINT. ADD CORNFLUTE MEMBRANE PROTECTION AS REQUIRED.
WITH THE ARCHITECTS DETAILS. DO NOT SCALE THESE DRAWINGS. FOR DRAW DOWN FRICTION OF UNDERLYING BARS, L BARS AND CORNER BARS.
CLAYS. REFER TO SOILS REPORT. ALLOW TO
PRE-DRILL THROUGH COMPACTED FILL.
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 FOOTING PLAN 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 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-S03
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
3 of 12 D
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