Download - All dimensions to be checked on site before work Foundation ...prppublicstore.blob.core.windows.net/live-za-images/...ngl min 1:50 1:50 Drain along foundation to be cast in concrete

SCALE:

PROJECT:

TOTAL AREA

OUTBUILDINGS

COVERED STOEP

MAIN BLDG.AREA

SUBURB:

ERF:

CLIENT:

DATE

REV

DATE SEPT. 2016

AS SHOWN

DRAWN: B.H.

CLUSTER HOUSING DEVELOPMENT

TSHWANE

STOVE CONNECTION T TELEPHONE OUTLET

T.V.AERIAL CONDUITSINGLE PLUG OUTLET T VGEYSER CONNECTION G.P.O.JUNCTION BOX

DOOR BELL

CONNECTOR BOX

METER BOARD

TIMER SWITCH LIGHT

CEILING LIGHT

WALL LIGHT DISTRIBUTION BOARD

LIGHT SWITCHELECTRICAL KEY

NOTES:

ERF 2033

ANNLIN EXTENSION 146

ANN2033 TYPE B/10/09/16

HS 084 5061241DESIGN SERVICES(SWART & HARTMAN)

CAPE GANNET 267 (PTY) LTD.

GENERAL:All dimensions to be checked on site before workcommences. Drawings not to be scaled.FOUNDATIONS: To Engineer's specification & details220mm Wall's - 200x600mm Concrete foundations110mm Wall's - 200x600mm Concrete foundationsMin. strength 20 MPa after 28 daysFoundation walls to be of hard burnt stock brick,min. strength 7 MPa solid filledAll foundations to be a min. of 300mm below NGL

FLOORS: To Engineer's specification & detailsApply ant poison as per SABS 024Concrete surface bed min strenght 15 MPa after 28 days19mm Stone on well compacted filling in wetted layersof 150mm provide "ISOBOARD" underslab insulation"USB GREEN" waterproofing membrane25mm thick screed on 75mm min conc. surface bedFinished floors to a min of 150mm above NGLBrick paving on 25mm river sand on DPC on wellcompacted filling to specialist contractor

WALLS:220mm & 110mm Stretcher bond brick walls withmin. strength of 7 MPa Class 3 cement mortar"GUNDLE BRICKGRIP" DPC under all walls &window cill's

ROOF NOTES: To Engineer's specificationCement roof tiles @ 17,5° - 30° pitchon 76x38mm SA Pine roof battens@ 500mm max c/c on Roof trusses @ 760mm max c/c:152x38mm SA Pine WG 6 tie beam152x38mm SA Pine WG 6 rafters114x38mm SA Pine WG 6 posts & struts on76x38mm SA Pine WG 6 wall plate2 Strands 4mm galv. wire roof tie's built in 400mm min38x38mm SA Pine ceiling battens @ 500mm max c/cCement fibrous or similar ceiling and cornice45mm min thick roof insulation in ceiling100x76mm gutters & RWDP with 'Chromadek' finishAll timber to SANS 10163 standards & specificationsProvide underlay according to manufacturer specificationProvide flashigs where any roof abutts to any wallFlashings to be tucked into horizontal joint of brickwork

GLAZING: As per SANS 10400 Part N Requirements0 - 0.75 sqm = 3mm0.75 - 1.5 sqm = 4mm1.5 sqm or larger = 6mmAll sliding doors = 6mm safety glass clearly marked

DRAINAGE NOTES: As per SANS 10400 Requirements100mm diam. PVC pipes @ 1:40 min - 1:50 max fallProvide CE's at 25m intervals and at head of drainProvide IE's at every change in direction of drain50mm ASP to all WC's with VP100mm diam. OVP at head of every drainInvert level to be 450mm min below NGL

GEYSER INSTALLATION:To comply with SABS 10254 requirements

FIRE NOTES:Chimney to comply with SANS 10400 Part 'VV1 - VV4'SWIMMING POOLS:Safety to comply to SABS 1390, self locking gates

SCALE:

PROJECT:

TOTAL AREA

OUTBUILDINGS

COVERED STOEP

MAIN BLDG.AREA

SUBURB:

ERF:

CLIENT:

DATE

REV

DATE SEPT. 2016

AS SHOWN

DRAWN: B.H.

CLUSTER HOUSING DEVELOPMENT

TSHWANE

NOTES:

ERF 2033

ANNLIN EXTENSION 146

ANN2033 TYPE B/10/09/16

HS 084 5061241DESIGN SERVICES(SWART & HARTMAN)

CAPE GANNET 267 (PTY) LTD.

Lighting to comply withrational design.

6,130220 5,800 220

440 2,430 330 2,430 1,000 2,430 330 2,430 440

5,800 2206,130

6,24

0

220

5,80

022

0

12,260

390220

390

G

G

SECTION E-E

face brick finishterracotta concrete roof tiles

plaster and paintb.o.e. window sillsstandard steel windows

face brick finishterracotta concrete roof tiles

plaster and paintb.o.e. window sills

500

d.p.c.

600mm x 200mm

d.p.c. 85

tip up

26°

2465

3815

22

door

conc. foundation

SCALE 1:100

N.G.L

F.F.LN.G.L N.G.L

WEST ELEVATION

EAST ELEVATION

SCALE 1:100

SCALE 1:100

SCALE 1:100

SCALE 1:100

SOUTH ELEVATION

NORTH ELEVATION

standard steel windows

GARAGE

340

GARAGE DOOR

220m

m fi

re w

all

DOUBLEGARAGE

day/night movement switch

GARAGE DOORGARAGE DOOR GARAGE DOOR

DOUBLEGARAGE

GARAGE DOORlintol over lintol overlintol over lintol over

F.F.LN.G.L

day/night movement switch

SCALE 1:100FLOOR PLAN (A3 PLAN FOR GARAGE TYPE B)

F.F.L

F.F.L

TVT

V

11watt(E.S)

11watt(E.S)

11watt(E.S)11watt(E.S)


11watt(E.S)

11watt(E.S)

11watt(E.S) 11watt(E.S)

11watt(E.S)

11watt(E.S)


11watt(E.S)

11watt(E.S)

11watt(E.S)


11watt(E.S)

11watt(E.S)

11watt(E.S)

t/doort/door

2203,600110

2202,670110820110

2203,600600110

7,60

0

110

220

7,60

0

220

2,60

011

01,

200

110

3,14

022

0

220

7,16

022

0

2201,2102201,510220

220

7,16

022

011

022

0

220

2,60

011

033

011

04,

010

220

11,780220 5,560 220 5,560 220

2,300 220 2,300

11,780

5,780 220220

110 5,417

6,890

440 1,022 1 325 533330

880 980

220

2,10

011

01,

800

110

3,04

022

0

220

2,60

011

033

011

04,

010

220

220 220 220 1 510 220 3 390

220

2,960 110 3,600 2206,890

13,780

1,80

0

220

2,10

011

01,

800

110

3,04

022

0

7,60

033

0

AA

AA

BB

BB

AREA SCHEDULEGROUND FLOOR = 45.0m2

PER UNITFIRST FLOOR = 53.0m2

TOTAL FLOOR AREA EX. GARAGE = 98.0m2DOUBLE GARAGE = 38.30m2

100mm P.V.C sp. min. fall 1:50 min.

wc

bath

whb50mm wp,s

drainage duct100mm ovp in duct


50mm wp,s

sink

DGae100mm ovp in ductdrainage duct

ce

ie

IL =-450

ie

ae

ie ce

NORTH ELEVATIONSCALE 1:100

SCALE 1:100

F.F.L

F.F.L

SIDE ELEVATION (TYPICAL)

F.F.L

N.G.LF.F.L

SOUTH ELEVATIONSCALE 1:100

F.F.L

F.F.LN.G.L

F.F.L

F.F.L N.G.L

F.F.L

F.F.LN.G.L

BEDROOM 2

BED ROOM 1BEDROOM 3

BATHRM.

nati-vac traps to allfirst floor fittings

SH

wcwhb

TD57STD57S

TD57SNCTX7S

NC

TX7S

KITCHEN DINING

1m concrete strip around building

TD57S

LIVING ROOM

TD51SNCTX7S

BEDROOM 2

BED ROOM 1 BEDROOM 3

BATHRM.

nati-vac traps to allfirst floor fittings

SH

wc whb

TD57STD57S

TD57S NCTX7S

NC

TX7S

KITCHENDINING

TD57S

LIVING ROOM

TD51S NCTX7S

SCALE 1:100 TYPE B GROUND FLOOR PLAN

TYPE B FIRST FLOOR PLANSCALE 1:100

standard steel windows (TD-type)

concrete roof tiles (Terracotta)

Plaster and Painted wall panelSahara sand colour

flush jointed face-brick walls(Brickor "Town House Caramel")






Plaster and Painted wall panelSahara sand colour


ie

aeieie

ce

ie

IL =-450

ae

ie

wc

whb


upSTAIR1234567

8

9 10 1112 13geyser

STAIR down

14

m.s handrail

TD57S

Door to stoorand geyser

TD57S

12345

67 8 910 1112 1314

STAIR

910111213geyser

14

Door to stoorand geyser

STAIRdown

m.s handrail

1 2 3 4 5

67891011121314

1,5m S/D 1,5m S/D

d/w fd/wf

220m

m fi

re w

all

220m

m fi

re w

all

220m

m fi

re w

all

220m

m fi

re w

all

SEE FULL DRAINAGEON SITE PLAN

DG

bath

il=- 450

yard wall

up1 2 3 4 5 6 7

8

D762

D762

D762

D762

D762

D762

D762

D762

D762

solar geyser and/orNOTE:

insulation with R-valueof 2,8m

heat pump to complywith rational design



True

Nor

th (

00

ENE (67

.50 )

True

Nor

th (

00 )

ENE (67

.50 )

rational design.Lighting to comply with






396

752,

465

170

2465

3818

18

200x600 concretefoundation

SECTION B-B200x600 concretefoundation

396

752,

465

170

1,81

8

SECTION A-ASCALE 1:100 SCALE 1:100

2,46

5

26.0°

LIVING / DINING

75mm concrete surface bedon well compacted fillin layers off 150mm

BEDROOMBEDROOM BATHRM

60026.0°

KITCHENSTORE

STAIR

123456

789

1011121314

STAIR WELL

75mm concrete surface bedon well compacted fillin layers off 150mm

BATH

LIVING RM

BEDROOM 3

600



NNE

(22.

50 )

NNE

(22.

50 )

Concrete slab to eng.design

) SEE NOTES ONSECTION B-B

Concrete slab to eng.design

100

900

1,00

0

10010

10010

100 10

35x35mm Mild steel hollow sectionhandrail

min

Floor finish

10x10mm Mild steel sectionwelded to posts

Columns fixed with 4mm angle ironbolted to post and slab with 'M6 rawlbolts'

35x35mm Mild steel section

35x35mm Mild steel hollow sectionpost

BALUSTRADE DETAIL1:50

Floor slab

194.

3

250 250 250 250

1,00

0 m

in

10 100 1

0

1001

010

0

10

Vinyl handrail or similar on50x10mm mild steel flat with

10x10mm mild steel verticals @100mm max spacing

50x50mm Mild steelhollow section post

Rise

rs

Treads

CONCRETE STAIRWAY DETAILWITH LIGHT STEEL HANDRAIL1:50

FFL

194.

3 194

.3194

.3 194

.3

300

gully

ie

ie

cengl

min

1:50

1:50

Drain along foundationto be cast in concreteif closer than 1,0m tobuilding

NGL

DRAIN DETAIL

GULLY DETAIL

500

500

2 10

0

site boundary

NGL

min

1,80

030

0

1:50SECTION THRU YARD WALL SECTION THRU BOUNDARY WALL

1:50

2x prefabricated concrete lintols

semi face brick finish

440x440mm brick piers@3m centres110mm maintenace freeboundary wall

foundation @ 3metre centres500x500x230mm Concrete

220mm maintenace free wall

110mm maintenace freeboundary wall

foundation @ 3metre centres500x500x230mm Concrete

2x prefabricated concrete lintols

semi face brick finish

440x440mm brick piers@3m centres

300

min

NGL

220mm maintenace free wall

Window Code TD57S Sliding Door Garage DoorQuantity 10 2 4W x H Size 1 022x1 559 1,559x533 2,100x1,500 2440x2100

Finishes: Metal

Window Schedule Per UnitTD57S(special)

2NCTX7S

6

1,022

1 55

9

533

1 55

9

2,10

0

1 500

2,10

0

2 4401,022

949

ELECTRICAL KEY

STOVE CONNECTION T TELEPHONE OUTLET

T.V.AERIAL CONDUITSINGLE PLUG OUTLET T VGEYSER CONNECTION G.P.O.JUNCTION BOX

DOOR BELL

CONNECTOR BOX

METER BOARD

TIMER SWITCH LIGHT

CEILING LIGHT

WALL LIGHT DISTRIBUTION BOARD

LIGHT SWITCHELECTRICAL KEY

02

NBR GLASS NOTESANS 10400 - PORTION N

Maximum size of pane , m2

3.0mm4.0mm5.0mm6.0mm

0.751.52.13.2

additional glass note:From floor level:

Less than 300mm = 6mmUpto 1000m = safety glass

All glass doors:Safety glass with markers.

GENERAL:All dimensions to be checked on site before workcommences. Drawings not to be scaled.FOUNDATIONS: To Engineer's specification & details220mm Wall's - 200x600mm Concrete foundations110mm Wall's - 200x600mm Concrete foundationsMin. strength 20 MPa after 28 daysFoundation walls to be of hard burnt stock brick,min. strength 7 MPa solid filledAll foundations to be a min. of 300mm below NGL

FLOORS: To Engineer's specification & detailsApply ant poison as per SABS 024Concrete surface bed min strenght 15 MPa after 28 days19mm Stone on well compacted filling in wetted layersof 150mm provide "ISOBOARD" underslab insulation"USB GREEN" waterproofing membrane25mm thick screed on 75mm min conc. surface bedFinished floors to a min of 150mm above NGLBrick paving on 25mm river sand on DPC on wellcompacted filling to specialist contractor

WALLS:220mm & 110mm Stretcher bond brick walls withmin. strength of 7 MPa Class 3 cement mortar"GUNDLE BRICKGRIP" DPC under all walls &window cill's

ROOF NOTES: To Engineer's specificationCement roof tiles @ 17,5° - 30° pitchon 76x38mm SA Pine roof battens@ 500mm max c/c on Roof trusses @ 760mm max c/c:152x38mm SA Pine WG 6 tie beam152x38mm SA Pine WG 6 rafters114x38mm SA Pine WG 6 posts & struts on76x38mm SA Pine WG 6 wall plate2 Strands 4mm galv. wire roof tie's built in 400mm min38x38mm SA Pine ceiling battens @ 500mm max c/cCement fibrous or similar ceiling and cornice45mm min thick roof insulation in ceiling100x76mm gutters & RWDP with 'Chromadek' finishAll timber to SANS 10163 standards & specificationsProvide underlay according to manufacturer specificationProvide flashigs where any roof abutts to any wallFlashings to be tucked into horizontal joint of brickwork

GLAZING: As per SANS 10400 Part N Requirements0 - 0.75 sqm = 3mm0.75 - 1.5 sqm = 4mm1.5 sqm or larger = 6mmAll sliding doors = 6mm safety glass clearly marked

DRAINAGE NOTES: As per SANS 10400 Requirements100mm diam. PVC pipes @ 1:40 min - 1:50 max fallProvide CE's at 25m intervals and at head of drainProvide IE's at every change in direction of drain50mm ASP to all WC's with VP100mm diam. OVP at head of every drainInvert level to be 450mm min below NGL

GEYSER INSTALLATION:To comply with SABS 10254 requirements

FIRE NOTES:Chimney to comply with SANS 10400 Part 'VV1 - VV4'SWIMMING POOLS:Safety to comply to SABS 1390, self locking gates

UNIT B FULL DRAWING (A1) SECTION'S