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180078 - Structural Drawings · 51901.3604.01
200
AMENDMENTS
5 4 3
ISSUE DATE DESCRIPTION INIT.
*NOTE: BALAUSTRADE WITH P1 20.08.2018 PRELIMINARY ISSUE JR
DEPTHS OF STAIR LANDING SLAB & T1 03.09.2018 TENDER ISSUE JR
RCB1 TO MATCH EXISTING CARPARK NOTE: REBATED CHANNEL
TO ARCHITECTS
STRUCTURE. TO BE CONFIRMED EXISTING UPSTAND BEAM TO BE CUT
ONSITE DURING CONSTRUCTION. DETAILS
HERE. TO BE CONFIRMED ONSITE. A
1200*
MINIMUM OF 7 DAYS AFTER
COMPLETION OF BLOCK WALL BELOW.
TYPICAL RCB1 N16 AT 200 CTS EACH EXISTING CARPARK N16 AT 200 CTS EACH
N12 AT 300 CTS EACH DRILL & EPOXY FIX N16
WAY, TOP & BTM. SUSPENDED SLAB WAY, TOP & BTM.
WAY, 2N20 TOP & BTM. DOWELS AT 300 CTS (600
CENTRAL.
NOTE: REFER ARCHITECTS DWG LONG) 150 EMBEDMENT.
200
COG
LANDING 90
FOR NUMBER OF RISERS & TREADS. LANDING
0
REFER NOTE
400*
400*
200
DRIP GROOVE COG DRY PACK GROUTED TOP DRIP GROOVE
LAYER OF CLEANOUT
OF WALL TO ENSURE A
BLOCKS AT TOP OF
GOOD BEARING SURFACE.
WALL TO ALLOW FOR
DRILL & EPOXY FIX N12 COREFILLING. CAST COLUMNS IN N40 CONCRETE
DOWELS AT 400 CTS (300
LONG) 150 EMBEDMENT.
0
20
300Ø
200 HB
N16 AT 200 TYPICAL C1
N12 AT 400 E.W. 4N16 VERTICAL, R10
(POOL LIFT STORE) CENTRAL. SPIRAL AT 250 PITCH.
N16 AT 200 40 COVER.
90
0
SL92 MESH DRILL & EPOXY FIX N12 4N16 STARTERS
40 TOP COVER, N12 STARTERS DOWELS AT 300 CTS (600 LAP 600
N32 CONCRETE. AT 300 CTS. LONG) 150 EMBEDMENT. TILES BY OTHERS
EXISTING CARPARK
100mm THICK SLAB ON 10mm COMPRESSIBLE SL92 TOP N12 STARTERS SL92 TOP
GROUND SLAB CUT
GROUND, SL92 MESH. MATERIAL & FLEXIBLE 40 TOP COVER. AT 400 LAP 450 40 TOP COVER.
TO SUIT.
GROUND FLOOR 30 TOP COVER. SEALANT. GROUND FLOOR
100
300
100
PF2
300
TYPICAL
6200 x 2000 x 300d PAD
TYPICAL PF2 200 UM VISQUEEN.
50mm SAND BEDDING.
FOOTING, SL92 MESH 6200 x 2000 x 300d PAD
TOP & BTM, 65 COVER. FOOTING, SL92 MESH
TOP & BTM, 65 COVER.
450Ø MASS CONCRETE 450Ø MASS CONCRETE 450Ø MASS CONCRETE 450Ø MASS CONCRETE
BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS. BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED (DEPTH TO BE CONFIRMED
MEDIUM DENSE SAND APPROX. 1200d) APPROX. 1200d) APPROX. 1200d) MEDIUM DENSE SAND APPROX. 1200d)
450Ø 450Ø 450Ø 450Ø 450Ø
2000
© This plan is Copyright. Other than for the purposes of and subject to
SECTION 6 SECTION 7 the conditions prescribed under the Copyright Act, no part of it may in any
1:20 (A1) 1:40 (A3) 1:20 (A1) 1:40 (A3) form or by any means (electronic, mechanical, micro copying, photo-
ST2.0 ST2.0
copying, recording or otherwise) be reproduced, stored in a retrieval
system or transmitted without the prior written permission of Alta Projects.
TYPICAL (PF2) PAD FOOTING DETAIL. TYPICAL COLUMN (C1) DETAIL All intellectual property remains within Alta Projects. All enquiries should
be directed to Alta Projects.
TYPICAL PAD FOOTING (PF2) DETAIL
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
7 6
Drawn: JR
Date: AUG 2018
TENDER Datum: AHD
NOT FOR CONSTRUCTION
DRILL & EPOXY FIX N12 Checked: . .MB
.....
NOTE: REFER ARCHITECTS DWG DOWELS AT 300 CTS (600 A1 SHEET SIZE
FOR NUMBER OF RISERS & TREADS. LONG) 150 EMBEDMENT.
APPROX WATERLINE
SPA STRUCTURE .......................
SL92 MESH. 40 TOP ENGINEERS APPROVAL RPEQ - 18776
BY OTHERS. 450
COVER. N32 CONCRETE
PR
OJ
EC
TYPICAL SF1
TS
4L11TM TOP & BTM. R10
ENGINEERING : DESIGN : MANAGEMENT
LIGS AT 400 CTS. 65 COVER.
Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
N12 STARTERS AT 300 26 Memorial Avenue, Cotton Tree
DRILL & EPOXY FIX 2N16
CTS FULL PERIMETER. PO Box 559, Cotton Tree, QLD, 4558
TOP OF WALL (600 LONG)
150min. INTO SPA SHELL.
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
N12 HORIZ. AT 300 CTS
MAX. FULL PERIMETER. Web: http://www.alta.net.au
PROJECT:
TYPICAL PF1
3400 x 1300 x 300d PAD CULGOA POINT BEACH RESORT
FOOTING, SL92 MESH
TOP & BTM, 65 COVER.
450Ø MASS CONCRETE 450Ø MASS CONCRETE
DRILL & EPOXY FIX N16
DOWELS AT 300 CTS (600
SPA STRUCTURE
BY OTHERS (STAGE 1)
BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED
BORED PIERS AT 2500 CTS.
(DEPTH TO BE CONFIRMED
LONG) 150 EMBEDMENT.
at 5 QUAMBY PLACE,
DETAIL A
MEDIUM DENSE SAND
APPROX. 1200d) APPROX. 1200d)
1:20 (A1) 1:40 (A3) ST2.0
NOOSA HEADS, QLD
CLIENT:
450Ø 450Ø CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
STAIR & COLUMN DETAILS
SECTION 8
1:20 (A1) 1:40 (A3) ST2.0
TYPICAL (PF1) PAD FOOTING DETAIL. Drawing No. Revision
A6287/18/ST2.3 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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