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180078 - Structural Drawings · 51901.3604.01
AMENDMENTS
STAGE 2
DJ STAGE 1 ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
A B C D E F G H T2 05.09.2018 REVISED TENDER ISSUE JR
SJ
ST2.2
2
1
WALL LEGEND
SF2 INDICATES 200 SERIES REINFORCED BLOCK WALL.
SJ F1 INDICATES 200 SERIES REINFORCED BLOCK WALL.
BP1
INDICATES EXISTING STRUCTURE
CJ INDICATES BLOCK CONTROL JOINT - REFER DWG
A6287/18/ST2.1 FOR DETAIL
SJ
SJ
100 SLAB LEGEND
SJ SJ SJ F1 NOTE: 100 INDICATES 100mm THICK BLINDING SLAB ON GROUND
BP1
SF1
FINAL POOL & SPA DESIGN DRAWINGS TO
BE REVIEWED BY ALTA PROJECTS PRIOR
125 INDICATES 125mm THICK GYM SLAB ON GROUND
ST2.2
TO THE COMMENCEMENT OF SITE WORKS.
DJX
3
SJ
SJ
DJX
INDICATES CONSTRUCTION JOINT (REFER DETAIL)
SJ SJ F1 SJ
INDICATES SAWN JOINT (REFER DETAIL)
2 BP1 SF1
DJ
ST2.3
INDICATES DOWEL JOINT (REFER DETAIL)
6
COLUMN LEGEND
SF1
SF1
SF1
SF1
C1
SJ SJ 125 INDICATES 250 dia R.C. COLUMN (Refer Schedule)
STEP
F1
UP
BP1 POST SCHEDULE
3 SJ MARK SIZE TYPE REMARKS
CJ SJ P1 SF1
4 F1 5 P1 150 x 50 x 6.0 RHS STEEL POST H.D.G
PF2
4 BP1 ST2.2 NOTE: F1 150 x 50 x 6.0 RHS STEEL FRAME H.D.G
REFER TO LANDSCAPE
ST2.2
F1 100 ARCHITECT DRAWINGS FOR
DJ
SJ
SJ
SJ
SJ
SJ
SJ BP1 SJ 'CRAZY PAVE' EDGE DETAIL. NOTES
5 · REFER ARCHITECTS DRG'S & SPECIFICATIONS FOR DETAILS
OF WATERPROOFING & EXTENTS OF FALLS & STEPS.
7 C1 SF1 · LOAD BEARING WALLS MAY NOT BE ALTERED WITHOUT
ST2.3 WRITTEN PERMISSION OF DESIGN ENGINEER.
A DETAIL
SF1
SF1
SJ
GARDEN ST2.3 CHAIRING OF STEEL MESH:-
SWIMMING POOL CHAIRS ARE TO BE PROVIDED AT 800mm MAX.CRS. IN BOTH
SJ
CJ BY OTHERS
100 DIRECTIONS. CHAIRS TO RUN IN STRAIGHT LINES IN BOTH
DIRECTIONS.
SJ
SPA BY
OTHERS
SF1
6
150 STEP
150 STEP
ET1 ET1 ET1 © This plan is Copyright. Other than for the purposes of and subject to
SJ
SJ
ET1
ET1
PF1 the conditions prescribed under the Copyright Act, no part of it may in any
SJ
SJ
SJ
SJ
SJ
SJ
ET1 100 form or by any means (electronic, mechanical, micro copying, photo-
CJ copying, recording or otherwise) be reproduced, stored in a retrieval
ET1 ET1 UP
system or transmitted without the prior written permission of Alta Projects.
All intellectual property remains within Alta Projects. All enquiries should
7 be directed to Alta Projects.
NOTE: NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
UMBRELLAS & ASSOCIATED
ST2.2
ST2.2
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
1
8
FOOTINGS/FIXINGS TO MANUFACTURERS
SPECIFICATIONS & CERTIFICATIONS. FOR CONSTRUCTION PURPOSES.
DRAWING STATUS Design: SD
Drawn: JR
GROUND FLOOR SLAB AND FOOTING PLAN.
SCALE 1:100 (A1) 1:200 (A3)
TENDER Date: AUG 2018
Datum: AHD
NOT FOR CONSTRUCTION
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES Checked: . .MB
.....
0 2.0 4.0 6.0 8.0 10.0m A1 SHEET SIZE
SCALE 1:100 A1, 1:200 A3
N .......................
ENGINEERS APPROVAL RPEQ - 18776
FOOTING NOTES:- PAD FOOTING SCHEDULE STRIP FOOTING SCHEDULE EDGE THICKENING SCHEDULE COLUMN SCHEDULE BORED PIER SCHEDULE
PR
1. FOUNDATION CONDITIONS AFTER EXCAVATION TO BE INSPECTED BY THE ENGINEER
PAD TYPE PF1 PF2 BEAM TYPE SF1 SF2 EDGE TYPE ET1 COLUMN TYPE C1 PIER TYPE BP1
OJ
PRIOR TO PLACING STEEL REINFORCEMENT.
EC
2. FOOTING CONCRETE GRADE N25 (F'c = 25 MPa)
SIZE SIZE (WIDTH) 450 750 SIZE (WIDTH) 450 SIZE 300 DIA SIZE 450 DIA 450 DIA
TS
3. FOOTINGS TO BE FOUNDED IN NATURAL MEDIUM DENSE SAND WITH A MINIMUM 3400 x 1300 6200 x 2000
ALLOWABLE BEARING PRESSURE OF 100 kPa. ENGINEERING : DESIGN : MANAGEMENT
DEPTH 300 300 DEPTH 400 300 DEPTH 400 REINFT. 4N16 DEPTH 1200 T.B.C. Brah 101 pty ltd t/a Alta Projects
A.B.N. 91 611 354 511
REINFT. TOP SL92 SL92 REINFT. TOP 4L11TM 4N12 REINFT. TOP NA LIGS R10 SPIRAL REINFT. 5N12 VERTICAL NA 26 Memorial Avenue, Cotton Tree
AT 250 PITCH R6 SPIRAL AT
PO Box 559, Cotton Tree, QLD, 4558
BLINDING SLAB NOTES:- BTM SL92 SL92 BTM 4L11TM 4N12 BTM 4L11TM 300 PITCH
Tel (07) 5475 4125 Fax (07) 5479 1607
100mm THICK R.C. SLAB, GRADE N25 CONCRETE (F'c = 25 MPa), MAXIMUM SHRINKAGE AT 56
DAYS = 750 MICRO STRAIN. SL92 MESH IN TOP (30 COVER INTERNAL & 40 COVER EXTERNAL), NOTES: CAST IN N25 CONC. CAST IN N25 CONC. LIGS R10 AT 400 R10 AT 400 NOTES: CAST IN N25 CONC. NOTES: 40mm COVER CAST NOTES: CAST IN N25 CAST IN N25 MASS Email: [email protected]
MESH LAPS AS PER DETAIL ON DWG No. A6287/18/ST1.2 WHERE REQUIRED. STAGGER LAPS 65mm COVER 65mm COVER 65mm COVER COLUMN IN N40 CONCRETE CONCRETE Web: http://www.alta.net.au
TO AVOID BUILD UP OF MESH. SLAB TO BE POURED ON 0.2mmTHICK VAPOUR BARRIER OVER NOTES: CAST IN N25 CONC. CAST IN N25 CONC. 65 COVER
50mm THICK SAND BEDDING ON PREPARED SUB-GRADE. 65mm COVER 65mm COVER PROJECT:
CULGOA POINT BEACH RESORT
(STAGE 1)
GYM SLAB NOTES:-
125mm THICK R.C. SLAB, GRADE N25 CONCRETE (F'c = 25 MPa), MAXIMUM SHRINKAGE AT 56 at 5 QUAMBY PLACE,
DAYS = 750 MICRO STRAIN. SL92 MESH IN TOP (30 COVER INTERNAL & 40 COVER EXTERNAL),
MESH LAPS AS PER DETAIL ON DWG No. A6287/18/ST1.2 WHERE REQUIRED. STAGGER LAPS NOOSA HEADS, QLD
TO AVOID BUILD UP OF MESH. SLAB TO BE POURED ON 0.2mmTHICK VAPOUR BARRIER OVER CLIENT:
50mm THICK SAND BEDDING ON PREPARED SUB-GRADE.
CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
NOTE:- UNDERGROUND SERVICES GROUND FLOOR SLAB
SHALLOW FOUNDATIONS SHALL BE DEEPENED WHERE ADJACENT TO BOTH PROPOSED OR
EXISTING UNDERGROUND SERVICES SO THAT THE ANGLE OF REPOSE FROM THE
& FOOTING PLAN
UNDERSIDE OF FOOTINGS CROSSES BENEATH THE UNDERSIDE OF SERVICE TRENCHES /
TANK EXCAVATION. REFER TO DETAIL ON DWG No. A6287/18/ST1.2.
Drawing No. Revision
A6287/18/ST2.0 T2
FILENAME : Drawing5.dwg - DATE : 5/9/18 - 9:37am
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