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180078 - Structural Drawings · 51901.3604.01
AMENDMENTS
200 HB
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
7 6
2100 MAX.
BENCH SEAT TO
NOTE: ARCHITECTS SPECS. N12 AT 400 E.W.
REFER TO LANDSCAPE CENTRAL.
DRILL & EPOXY FIX N12 ARCHITECT DRAWINGS
DOWELS AT 300 CTS (600 FOR COPING DETAILS.
TILES BY OTHERS LONG) 150 EMBEDMENT.
N12 AT 400 STARTERS.
SL92 TOP
MIN.
TILES BY OTHERS
100
150
450 LAP.
40 TOP COVER. 10mm COMPRESSIBLE
FALL SL92 TOP
MATERIAL & FLEXIBLE
40 TOP COVER.
SEALANT
GROUND FLOOR GROUND FLOOR CLEANOUT BLOCK TYPICAL.
APPROX WATERLINE
400
100
100
300
TYPICAL ET1 200 UM VISQUEEN. TYPICAL ET1
4L11TM BTM 50mm SAND BEDDING. 4L11TM BTM TYPICAL SF2
200 UM VISQUEEN.
300
65 COVER 65 COVER 50mm SAND BEDDING. 4N12 TOP & BTM. R10
LIGS AT 400 CTS. 65
SWIMMING POOL COVER.
450Ø MASS CONCRETE 750
STRUCTURE BY OTHERS
BORED PIERS AT 2500 CTS.
450Ø MASS CONCRETE
(DEPTH TO BE CONFIRMED
BORED PIERS AT 2500 CTS.
APPROX. 1200d)
(DEPTH TO BE CONFIRMED
MEDIUM DENSE SAND MEDIUM DENSE SAND APPROX. 1200d)
450 450
SECTION 1 SECTION 2
1:20 (A1) 1:40 (A3) ST2.0 1:20 (A1) 1:40 (A3) ST2.0
TYPICAL (ET1) EDGE THICKENING DETAIL. TYPICAL (SF2) STRIP FOOTING DETAIL.
E D
1850 MAX.
PODIUM LEVEL
© This plan is Copyright. Other than for the purposes of and subject to
the conditions prescribed under the Copyright Act, no part of it may in any
form or by any means (electronic, mechanical, micro copying, photo-
BATTENS TO copying, recording or otherwise) be reproduced, stored in a retrieval
ARCHITECTS system or transmitted without the prior written permission of Alta Projects.
3 2 B SPECS. NOTE: All intellectual property remains within Alta Projects. All enquiries should
MINIMUM RADIUS be directed to Alta Projects.
TO BE CONFIRMED
BY FABRICATOR
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
200 HB 200 HB AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
200mm THICK FOR CONSTRUCTION PURPOSES.
CONC. STAIRS
DRAWING STATUS Design: SD
Drawn: JR
DRILL & EPOXY FIX N16 Date: AUG 2018
DOWELS AT 300 CTS (600
F1
TENDER Datum: AHD
TYPICAL P1 LONG) 150 EMBEDMENT. TYPICAL NOT FOR CONSTRUCTION
150 x 50 x 6.0 N12 AT 400 E.W. 150 x 50 x 6.0 Checked: . .MB
.....
RHS POST. CENTRAL. (POOL LIFT STORE) RHS FRAME. A1 SHEET SIZE
N12 AT 400 EACH WAY N16 AT 400 VERT.
CENTRAL. N12 AT 400 HORIZ.
CENTRAL. FRAME TO HAVE A
ELASTOMERIC SEALANT
N12 AT 400 STARTERS. 450 LAP. BITUMINOUS COATING
& 10mm COMPRESSIBLE
450 WHERE IN CONTACT
10mm BASE PLATE, MATERIAL TYPICAL. .......................
600 WITH SOIL. RPEQ - 18776
2M16 CHEMSET N12 TIE BAR SL92 TOP 100mm THICK SLAB, N16 STARTERS TILES BY OTHERS TILES BY OTHERS ENGINEERS APPROVAL
125
ANCHORS, 150mm AT 900 CTS 30 TOP COVER. EXISTING CARPARK N12 STARTERS AT 400 SL92 MESH AT 400, 600 LAP. SL92 TOP SL92 TOP 12mm BASE PLATE.
100
EMBEDMENT. GROUND SLAB, LAP 450 30 TOP COVER. 40 TOP COVER. 40 TOP COVER.
PR
GYM FLOOR CLEANOUT BLOCK TYPICAL. FALL NON-SHRINK GROUT.
CUT TO SUIT. GROUND FLOOR
OJ
EC
APPROX WATERLINE
100
100
TS
ENGINEERING : DESIGN : MANAGEMENT
4/M16 HD BOLTS WITH
Brah 101 pty ltd t/a Alta Projects
200 UM VISQUEEN. DRILL & EPOXY FIX 200 UM VISQUEEN. LEVELLING NUTS, R8
A.B.N. 91 611 354 511
300
TYPICAL PF2
TYPICAL SF1 50mm SAND BEDDING. TYPICAL SF1
400
400
BOLT CAGE.
600
200 UM VISQUEEN. N12 DOWELS AT 300 50mm SAND BEDDING.
6200 x 2000 x 300d 50mm SAND BEDDING. SWIMMING POOL CTS (600 LONG) 150 26 Memorial Avenue, Cotton Tree
4L11TM TOP & BTM. R10 4L11TM TOP & BTM. R10
PAD FOOTING, STRUCTURE BY EMBEDMENT. PO Box 559, Cotton Tree, QLD, 4558
LIGS AT 400 CTS. 65 COVER. LIGS AT 400 CTS. 65 COVER. 200
SL92 MESH TOP & TYPICAL BP1 Tel (07) 5475 4125 Fax (07) 5479 1607
1200*
COG OTHERS *DEPTH OF BORED PIER
BTM. 65 COVER. 5N12 VERTICAL, Email: [email protected]
450Ø MASS CONCRETE 450Ø MASS CONCRETE TO BE CONFIRMED ON R6 SPIRAL AT 300
BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS.
450Ø MASS CONCRETE SITE BY THE ENGINEER PITCH, 65 COVER
Web: http://www.alta.net.au
BORED PIERS AT 2500 CTS. PRIOR TO POURING
(DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED
(DEPTH TO BE CONFIRMED PROJECT:
APPROX. 1200d) APPROX. 1200d)
MEDIUM DENSE SAND MEDIUM DENSE SAND APPROX. 1200d) MEDIUM DENSE SAND
CULGOA POINT BEACH RESORT
450 450 450Ø 450Ø
450Ø
(STAGE 1)
2000
at 5 QUAMBY PLACE,
SECTION 5 NOOSA HEADS, QLD
1:20 (A1) 1:40 (A3) ST2.0
CLIENT:
TYPICAL (BP1) BORED PIER DETAIL. CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
SECTION 3 SECTION 4 TYPICAL (F1) DETAIL.
1:20 (A1) 1:40 (A3) 1:20 (A1) 1:40 (A3)
GROUND FLOOR SLAB &
ST2.0 ST2.0
FOOTING SECTIONS
TYPICAL (SF1) STRIP FOOTING DETAIL. TYPICAL (PF2) PAD FOOTING DETAIL.
Drawing No. Revision
A6287/18/ST2.2 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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