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180078 - Structural Drawings · 51901.3604.01
AMENDMENTS
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
2N12 CORNER BARS 2N12 CORNER BARS
TOP & BOTTOM TOP & BOTTOM
SF1 SF1 450 LAP
50mm
600 MAX.
450
450
MESH
SF1
450
50mm
450 450 2N12 EACH FACE MESH
SF1
450
450
MESH REINFT LAP DETAIL.
450 450 NOT TO SCALE
TYPICAL STRIP FOOTING CORNER DETAIL TYPICAL STRIP FOOTING TEE DETAIL TYPICAL STEP FOOTING DETAIL
SCALE 1:10 A1 (1:20 A3) SCALE 1:10 A1 (1:20 A3)
(IF REQUIRED)
SCALE 1:20 A1 (1:40 A3)
AT RE-ENTRANT CORNERS
1 STRIP OF 3-L11TM OR 2-N12
BARS x 2.0M LONG SHALL BE
PLACED DIAGONALLY
ACROSS CORNER.
SLAB ON GROUND 15
SL92 MESH TOP 0
30 COVER (INTERNAL)
40 COVER (EXTERNAL)
F'C = 25 MPA. PROVIDE 10mm ABELFLEX R16 GALVANISED DOWELS (400
& ELASTOMERIC LONG) AT 600 CTS CUT EVERY SECOND 30mm DEEP SAW CUT WITHIN
JOINTS AS SHOWN ON PLAN
SEALANT. WIRE OF MESH 8 HOURS OF POUR.
SLAB MESH
100/125
200 UM VISQUEEN
200 UM VISQUEEN 50mm
DOWEL SOCKETS TO
MANUFACTURERS SPEC.
200 UM VISQUEEN 50mm SAND
BEDDING
50mm SAND BEDDING TYPICAL RE-ENTRANT CORNER © This plan is Copyright. Other than for the purposes of and subject to
SAND BEDDING
REINFORCEMENT DETAIL the conditions prescribed under the Copyright Act, no part of it may in any
form or by any means (electronic, mechanical, micro copying, photo-
NOT TO SCALE copying, recording or otherwise) be reproduced, stored in a retrieval
TYPICAL GROUND SLAB DETAIL TYPICAL DOWELLED CONSTRUCTION JOINT TYPICAL SAWN JOINT DETAIL system or transmitted without the prior written permission of Alta Projects.
All intellectual property remains within Alta Projects. All enquiries should
SCALE 1:10 A1 (1:20 A3)
DETAIL (DJ) (IF REQUIRED) be directed to Alta Projects.
SCALE 1:10 A1 (1:20 A3) SCALE 1:10 A1 (1:20 A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
Drawn: JR
Date: AUG 2018
10mm ABLEFLEX
& ELASTOMERIC
TENDER Datum: AHD
SEALANT NOT FOR CONSTRUCTION
TO BE CONFIRMED BY DRILL & PLACE LOOSE Checked: . .MB
.....
BUILDER PRIOR TO R16 GALVANISED DOWELS A1 SHEET SIZE
CONSTRUCTION
150 (400LONG) AT 600 CTS
.......................
ENGINEERS APPROVAL RPEQ - 18776
DEPTH TO BE CONFIRMED BY
PR
BUILDER PRIOR TO
OJ
CONSTRUCTION
EC
EXISTING SLAB 200 UM VISQUEEN
TS
50mm SAND
BEDDING ENGINEERING : DESIGN : MANAGEMENT
Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
FOOTINGS ADJACENT TO PROPOSED
SERVICE / TANK EXCAVATION TO BE
1 TYPICAL CONSTRUCTION JOINT DETAIL (DJX) 26 Memorial Avenue, Cotton Tree
FOUNDED BELOW THE 1 SCALE 1:10 A1 (1:20 A3)
PO Box 559, Cotton Tree, QLD, 4558
ZONE OF INFLUENCE PROVIDE 15 MPa Tel (07) 5475 4125 Fax (07) 5479 1607
BLINDING CONCRETE AS REQUIRED Email: [email protected]
ZONE OF INFLUENCE Web: http://www.alta.net.au
1000 200 BLOCKWORK.
R12 DOWEL AT 400 CTS PROJECT:
N12 AT 400 EACH WAY.
600 LONG GREASE ONE
END.
FILL ALL CORES
STOP HORIZ. BARS EITHER SIDE OF
CULGOA POINT BEACH RESORT
JOINT.
(STAGE 1)
TYPICAL FOOTING ADJACENT TO
at 5 QUAMBY PLACE,
SERVICES / TANK EXCAVATION DETAIL
(IF REQUIRED).
NOOSA HEADS, QLD
CLIENT:
CULGOA POINT BEACH RESORT B/C
FLEXIBLE SEALANT BOTH SIDES DRAWING TITLE:
TYPICAL (CJ) BLOCKWORK CONTROL JOINT GROUND FLOOR SLAB & FOOTING
SCALE 1:10 (A1) 1:20 (A3) TYPICAL DETAILS
Drawing No. Revision
A6287/18/ST2.1 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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