SCHEDULE OF FINISHES Walls Footings 230x600mm in medium strength concrete to NBR standard and SANS 10400. Walls are built with 90mm bricks - heights as per plan. External walls to plastered and painted with 50mm cavity between internal and external skins with 2.5 butterfly wire ties per square meter. All internal walls plastered with lime cement. Brickforce in 4 layers over all openings, with precast concrete lintels to openings greater than one metre.
1,968
26.5° ROOF PITCH 300
DPC
Window-sills External & Internal, smooth finished cement plaster.
DPC
Roof Construction Cement roof tiles @ 26.5° pitch on 38x38 SAP battens at maximum 320 centres on prefabricated gangnail trusses at maximum 760 c/c, fixed to 114x38 wallplates and anchored to brickwork with 30x2mmx1m hoop iron ties, built into walls for minimum of 600mm. SABS approved underlay to tiled roof. All roof timber to be minimum Grade 5 SA Pine TAN treated. All gable ends to be tied with hoop iron built into wall for minimum 600mm and up to two trusses away from gable to SANS 10400-L where applicable. Bracing as per A19 Engineer.
2,550
4,518
300
PLASTER & PAINT BEDRM DPC 375mic DPM UNDER ALL WALLS MINIMUM 150mm ABOVE FGL 600x230
NGL
BATHRM 250mic DPM
400x200 THICKENED FOUNDATION
FRONT ELEVATION 1 SCALE 1:100
Eaves 300mm Open eaves overhang with 225mmx10mm painted fibre cement fascias.
600x230
SECTION A-A
Rainwater Disposal Alu. gutters with PVC downpipes as per plan.
SCALE 1:100
Ceilings 25mm Isoboard EPS ceiling on 38 x 38 SA Pine battens at 300mm spacing and 76mm Rhino cornice with 155mm thick flexible polyester blanket(Isotherm). Floors Finished as per plan and/or client choice/building tender, on 25mm screed, on 80mm concrete for ground storey, (as above) on 250 micron waterproof sheeting, on compacted filling and sand blinding. All floor levels to be a minimum of 150mm above FGL.
3 7,200 90
230 3,160
230
90
3,160
230 90
3,490
880
230
Doors & Windows Windows top-hung aluminium, as per plan codes & elevations. Note : Safety glass to window panes larger than 1sq.m or closer than 500mm from FFL to SANS 10137 and to comply to SANS 10400-N.
2,520
230 1,230 3,230
NOTES: Figured dimensions takes preference to scaled dimensions. All relevant levels and dimensions to be verified on site prior to construction. All work to comply to NBR, Local Bylaws and Municipal Regulations.
1,200 9,720
A
PLASTER & PAINT
Finishes in builders contract takes preference over finishes specified on plan. In case of discrepances the author of the plan should be contacted before proceeding with any construction.
ELEVATION 3 SCALE 1:100
1,680
1,500 W1 (1500x1500)
900
2,960
KITCHEN (Tiles)
LOUNGE (Tiles)
230 x 230 mm BRICK COLUMN ON 800 x 800 x 300mm MASS CONCRETE FOOTING WITH 2 x Y12 STEEL RODS IN CENTRE BENT 90º INTO FOOTING FOR MIN. 300mm
1,165 230
900 3,160
1,060
WM
1,165
900 1,085 90 90 880 230 230 900
900
RE2
W6 (900x1100)
230
PD26 W6 (900x1100)
1,085 230
2,520
SCALE 1:100
230
1200mm HIGH PC WALL
DP
ELECTRICAL
SANS 10400-XA
2,610
1
FLOOR PLAN SCALE 1:100
37 VAN DER STEL STREET KUILSRIVER 7579
ELEVATION 4
7,200
BUILDING LINES RAINWATER CHANNEL RAINWATER D.P. 110mm Ø PVC SEWER AT 1:40 GRADIENT
All levels to be determined on site and can/may be to adjusted to the descrepancy of the developer and his appointed builder. Developer to approve plan prior to submission to council. All glazing to SANS 10137 & SANS 10400-N. Printed dimensions take prference over scaled dimensions. All work to be carried out in strict accordence to NBR and local bylaws.
4
1,600
1,200 1,410
Electricals - as per building tender. Position of Oostersee Electrical connection box on exterior wall to be determined on site.
90
600 900
740
SCALE 1:100
90
TV
BATH RM (Tiles)
W5 (900x900)
HWC IN ROOF
1,680
B.I.C
900
EN-SUITE (Tiles)
Drainage 110mmØ Smooth uPVC Sewer pipe with minimum 1:60 fall with IL at minimum 450mm. 50mm 2way vent valve on start of one pipe sewer system. All sewer lines passing under structure to comply to SANS 10400-PP24 (encase in sand or concrete). All drainage to comply to SANS 10400-P.
ELEVATION 2
90
W2 (1200x1200) W3 (600X900)
B.I.C
B.I.C
1,800
90
W6 (900x1100)
BEDRM 1 (Carpet)
BEDRM 3 (Carpet)
1,035
3,110 230 420 230
W6 (900x1100)
90 2,470
A
90
9,720
2
BEDRM 2 (Carpet)
1,850
900
2,850
1,205
230
PLASTER & PAINT
AREA HOUSE : 68 sq.m WALLS EXT. 230 CAVITY INT. 90 x 190 mm NOTE: FFL ABOVE NGL TO BE DETERMINED ON SITE. MINIMUM 150mm.
TELEPHONE POINT CEILING LIGHT POINT
HWC DETAILS: PIPING 15mm AND 22mm CLASS 1 COPPER TUBE HWC KWIKOT ECONO STD GALV. 150L GEYSER. LAGGING (R=1) ON ALL EXPOSED PIPES W1= 1.5x1.5 = 2.25 sq.m W2 = 1.2x1.2 = 1.44 sq.m W3 = 0.6 x 0.9 = 0.54 sq.m W5 = 0.9 x 0.9 = 0.81 sq.m W6= (0.9x1.1) x 3 = 2.97 sq.m TOTAL =8.01 sq.m FLOOR AREA : 68 sq.m FENESTRATION PERCENTAGE : 11.78%
WATERPROOF LIGHT POINT 15 AMP PLUG POINT 15 AMP UNDERCOUNTER MOUNT PLUG POINT 15 AMP PLUG POINT 2000mm HIGH DISTRIBUTION BOARD
TV
TV POINT STOVE CONNECTION BALL FITTINGS TO ALL LIGHT POINTS
P.O. BOX 1399 KUILSRIVER 7580
TEL: 021 906 6770 FAX: 021 906 6775 EMAIL :
[email protected]
HOUSE PLAN- Type 6-68 sq.m
DATE : AUG 2016
PROPOSED NEW DWELLING FOR .......... ON ERF ........... , MONTCLAIR
DRAWING :
Type 6-68sq.m
MONTCLAIR PROJECT : NATION HOUSING
SCALE :
1:100
