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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 4, section 1. The text section number identifies this passage in the reader.
5 N12 LONGITUDINAL AND CORNER BARS, WITH 450
LAPS. N12-400 TRANSVERSE BARS. 50 MIN. COVER.
5 6
CHAMFER CORNERS.
REFER TO PLANS
POOL PLANT LID A
FOR SLABS OVER.
125
190mm
SLAB PLAN BLOCKWORK
70
I 2 3 4 5 6 1:200 UNREDUCED AT A3 BOND BEAM.
1:100 UNREDUCED AT A1 B 400 HIGH MIN.
CJ1
CJ1
EJ1
N12-200 BARS
CJ1
280
BOTH WAYS.
150mm THICK
150 SUSPENDED 150
150mm THICK
STEP
CONCRETE SLAB LID
520
250 EJ1 FOLD IN SLAB.
FALL
150 STEP
6
MASS CONCRETE STEP DETAIL WITH N12-200 BARS
N12-200 BARS
S0 1:40 UNREDUCED AT A3 EACH WAY CENTRAL.
ET CENTRAL
R16-400 DOWEL BARS, HDG, 450 HE ILS 150 1:20 UNREDUCED AT A1
LONG, DRILL AND EPOXY GROUT 150 T O S ETA BOTH WAYS.
150 R D TURN EDGE OF SLAB
150 INTO MAIN FLOOR SLAB. FE OL
RE R PO
FALL
PROVIDE 'DOWELSERT' SLEEVES. A LID DOWN ONTO GROUND
FO CJ1 FLOOR SLAB. 150 THICK MINIMUM.
HARDWOOD H5 TIMBER PILES TO DOWN EJ1 S05
PILING CONTRACTORS N12-200 BARS CENTRAL BOTH WAYS.
SPECIFICATIONS.
EJ1
150 STEP
CJ1
25 TONNE S.W.L. I 2 3 4 A 5 6
150 S05
FALL
EJ1
150 EJ1
EXTERNAL SLAB TO MAIN A A
FLOOR SLAB DOWEL DETAIL CJ1
CJ1
150
CJ1
CJ1
DOWN
FALL
1:40 UNREDUCED AT A3 EJ1 650 STEP EJ1
1:20 UNREDUCED AT A1 SB1 SB2 SB2
B B
SB2
DOWN
150
SB3
SB4
MASS CONCRETE
STEPS.
SB2
150
SB2
CJ1
SB4
FALL
R16-400 H.D.G. DOWEL 1 N12 TRIMMER
SB3
300 STEP SB3
BARS, 400 LONG, IN EACH SIDE OF JOINT
DOWEL FORM SLEEVES R16-400 DOWEL BARS, HDG, 450 LONG, DRILL SB2
SB1
FALL AND EPOXY GROUT 150 INTO MAIN FLOOR SLAB. FALL SB4 SB4
AND EPOXY GROUT 150 INTO MAIN FLOOR SLAB.
WITH 16mm INSERTS ON SL82 MESH TOP
50 STEP
CJ1
R16-400 DOWEL BARS, HDG, 450 LONG, DRILL
BAR CHAIRS. CJ1
125
SB4
SB4
SB3 SB3
SB3
SB3
AND EPOXY GROUT 150 INTO MAIN FLOOR SLAB.
200
CJ1
WN
DO
125 T SB4
SB1
SE
R16-400 DOWEL BARS, HDG, 450 LONG, DRILL
N
SB3
OW
50
EJ1
TD
SE
FALL
SB3
SB3
50
DPM MASS CONCRETE SB1 UP
STAIR 1
10mm FULL DEPTH
SB4
STEPS AND LANDING.
SB3
SB4
COMPRESSIBLE
200 200 SB3
MATERIAL WITH A 10 x SB3 SB1
N
EJ1
W
10 SEALANT
DO
N
SB3
SB3
W
ET
SB4
O
CJ1
150
S
TD
50
SE
200 THICK LIFT CORE
EXPANSION JOINT EJ1
SB1
0
15
BASE. N12-200 BARS
1:40 UNREDUCED AT A3 CJ1 CJ1 BOTH WAYS BOTTOM. SB3
SB3
SB1
1:20 UNREDUCED AT A1
SL82 MESH TOP. SB3
SB4
FALL
CJ1
CJ1
150
SB3 SB3
SB4
25 DEEP SAW CUT STOP TOP MESH EACH 150 SB4
125
SB3
SB4
SB3
JOINT TO BE SIDE OF JOINT.
50 STEP
50 STEP
CREATED WITHIN 8 SB3 SB3
CJ1 SB2
P1
HOURS OF POUR.
C C
SEAL JOINT WITH
SB3
SL82 MESH TOP
SB1
SB4
COLOUR MATCHED
SB4
SB2
FALL
APPROVED R16-400 DOWEL BARS, HDG, 450 LONG, DRILL
FALL
50 STEP
SEALANT. AND EPOXY GROUT 150 INTO MAIN FLOOR SLAB.
D EJ1 D
125
SB1
SB2
ST1 SB1
SB2
FALL
SB2
P1
CJ1 UP
SB5 125
SB5
CJ1
FALL
ADDITIONAL LOWER LAYER 125 100 x 100 x 3.0 SHS POST
EJ1
POLYTHENE P1 ST1
CJ1
CJ1
125 SB2
P2
FALL
P2
MEMBRANE OVER OF SL82 MESH, 800 WIDE. 125 125
SAND BEDDING CUT EVERY ALTERNATE WIRE STAIR 2
P2 89 x 89 x 5.0 SHS POST
CJ1
CJ1
EJ1
AT JOINT LOCATION. MARK
CJ1
LOCATION ON FORMWORK.
STAIR 2 P3 89 x 89 x 3.5 SHS POST
CONTROL JOINT CJ1 ST1 250 PFC STRINGER SB2
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