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1. FOUNDATION LAYOUT
SCALE 1:75
TILED SHOWER RECESS NOTES:
FALL SLAB LOCALLY (50mm MAX.) OR
CREATE 50mm RECESS FOR TILED
SHOWER. (REFER TO ARCHITECTS
DRAWINGS FOR DETAILS)
85mm SLAB THICKNESS TO BE
MAINTAINED THROUGHOUT.
ALLOW FOR 2-HD12 BARS TO EACH
CORNER OF THE SHOWER RECESS
WHERE APPLICABLE.
NOTES:
450mm WIDE EXTERNAL STRIP FOOTING
CAN BE THICKENED TO A MAX. OF
600mm WIDE TO MINIMIZE CUTTING OF
PODS. THE SAME REINFORCING TO BE
USED WITH MASS CONCRETE ON THE
OPPOSITE SIDE OF WALL LOCATION.
450mm WIDE INTERNAL STRIP FOOTING
CAN BE THICKENED TO A MAX. OF
600mm WIDE TO MINIMIZE CUTTING OF
PODS. THE SAME REINFORCING TO BE
USED. (REINFORCING CAGE TO BE
LOCATED UNDER WALLS WHERE
APPLICABLE)
FLOOR SLABS TO BE 100mm THICK WITH
1 LAYER MESH. LAP ALL MESH A
MINIMUM OF 2-CROSS WIRES, BUT NOT
LESS THAN 225mm.
FOUNDATION AND SLAB TO BE FORMED
IN SINGLE POUR USING ALLIED 202RRR
MIX OR SIMILAR APPROVED TO PROVIDE
A 28 DAY STRENGTH OF 20MPa.
FOR ALL REBATES AND OTHER SLAB
RECESSES AND DRAINAGE LOCATION
REFER TO ARCHITECTS DRAWINGS.
NOTIFY THE STRUCTURAL ENGINEER OF
ANY DISCREPANCIES.
450mm MIN. FOUNDATION BEAMS
SETOUT AS PER DRAWINGS, POD AND
120mm RIB SETOUT INDICATIVE.
LEGEND:
DENOTES 2-HD12 BARS,
1200mm LONG TO INTERNAL
CORNERS OF SLAB.
DENOTES 450mm WIDE
PERIMETER STRIP FOOTING.
DENOTES 450mm WIDE
INTERNAL STRIP FOOTING.
(TO BE LOCATED UNDER ALL
LOAD BEARING WALLS
WHERE APPLICABLE)
DENOTES ARCHITECTURAL
REBATE FOR DOOR OR
WINDOW, REFER TO
ARCHITECTS DRAWINGS FOR
DETAILS.
A.R.
5760
2500
2500
1312 6610
435
1140
710
390
480
450
450
DIMENSIONS ARE INDICATIVE ONLY.
CONTRACTOR TO CONFIRM THE LENGTH
AND POSITION OF LOAD BEARING WALLS
BEFORE CONSTRUCTION.
300
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
450
EDGE OF FOUNDATION
BROUGHT OUT TO
ALLOW UPSTAND FOR
SHOWER REBATE.
SHOWER RECESS.
DENOTES OUTSIDE FACE OF
TIMBER FRAMING OVER. EDGE
OF FOUNDATION BEAM AS
DIMENSIONED SET BACK 60mm
FROM THIS LINE.
DENOTES OUTSIDE FACE OF
TIMBER FRAMING OVER. EDGE
OF FOUNDATION BEAM AS
DIMENSIONED SET BACK 60mm
FROM THIS LINE.
DENOTES OUTSIDE FACE OF
TIMBER FRAMING OVER. EDGE
OF FOUNDATION BEAM AS
DIMENSIONED SET BACK 60mm
FROM THIS LINE.
GARAGE DOOR REBATE
REFER TO ARCHITECTS
DRAWINGS.
A
S.03
DRAINAGE NOTE: ALL PIPES OR CONDUCT TO
BE LOCATED 25mm (MIN.) BELOW THE DPM.
CONTRACTOR TO CONFIRM PIPE LOCATIONS
ON SITE. INSTALLATION TO BE DONE BEFORE
PLACING DPM AND COMMENCING WAFFLE
SLAB CONSTRUCTION.
CURING AND PROTECTION:
TAKE CARE TO PROTECT AND CURE
ALL CONCRETE ADEQUATELY, AND IN
ACCORDANCE WITH NZS 3109.
APPLY A CURING COMPOUND TO ALL
CONCRETE FLOOR SLABS
IMMEDIATELY ON COMPLETION OF THE
SURFACE FINISHING, OR
ALTERNATIVELY, CURE BY PONDING.
N.G.L.
COMPACTED AP40 AS REQUIRED
WITH 25mm SAND BLINDING.
COMPACT AP40 IN MAX. 300MM
LAYERS TO ACHIEVE A MINIMUM
AVERAGE DENSITY OF 2150kg/m3.
100mm THICK SLAB REFER
NOTES FOR DETAILS.
MINIMUM
DEPTH TO DESIGN
BEARING T.B.C.
ON SITE
GROUND WORK DETAIL.
SCALE 1:50
100
100
50
250
MAXRAFT LOT 742, LAMBIES CRESCENT,
CHRISTCHURCH.
7631
D.S.
J.J.
FOUNDATION LAYOUT.
1:75
S.01 0
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECT'S DRAWINGS
CLIENT PROJECT TITLE
SCALE @ A3
DRAWING No. REV.
JOB No.
DRAWING TITLE DESIGN.
DRAWN.
REV. DATE: COMMENT:
BY.
0 07-10-2016 ISSUED FOR CONSTRUCTION
CONSTRUCTION ISSUE
J.J.
A-2
A-3
A-1
A-11
A-18
A-10
A-9
A-17
A-15
A-16
A-14
A-5
42
A-13
A-12
A-8
A-6
A-7
A-4
39
39
38
TYP.
38
TYP.
37
40
TYP.
41
37
TYP.
38
TYP.
LEGEND:
- PREFAB ID
- LOOSE BAR
TAG No.
A-1
40
PRE-FABBED CAGE PLACING REFERENCE
SEE D/S Nos. 1 to 7
JOB No. 35714
LAP:
D12 = 600mm
A-13
A-17
40