4
THE GROVE www.olivewoodestate.com [email protected] | 087 350 4310 | Schafil Road, Chintsa, Eastern Cape Coast Experience the security and peace of mind that our Premier Estate has to offer. Discover a sense of freedom with units that provide tranquil surroundings and sea views. Suited to a range of homeowners, from families to young professionals and retirees. R2.8 MILLION FROM STARTING AT 270 SQUARE METERS Experience the benifits of fresh air and outdoor lifestyle Seven Units available with configuration of three or four bedrooms. Environmentally-friendly House Designs. Open-plan Living with double volume lounge option, plenty of natural light and increased airflow throughout.

The Grove - Microsoftprppublicstore.blob.core.windows.net/.../1181/pdf/the_grove.pdf · THE GROVE | OLIVEWOOD ESTATE 850 mm x 900 mm 425mm x 900mm 2540 mm x 900 mm 425mm x 2540mm

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

T H E G R O V E

[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast

Experience the security and peace of mind that our Premier Estate has to o�er. Discover a sense of freedom with units that provide tranquil surroundings and sea views. Suited to a range of homeowners, from families to

young professionals and retirees.

R2.8 MILLIONFROM

STARTING AT 270 SQUARE METERS

Experience the benifits of fresh air and outdoor lifestyle

Seven Units available with con�guration of three or four bedrooms. Environmentally-friendly House Designs. Open-plan Living with double volume lounge option, plenty of natural light and increasedair�ow throughout.

T H E G R O V E | O L I V E W O O D E S TAT E

[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast

S I T E P L A N

EXIS

TIN

G S

EWER

MAI

NS

1721

1722

1723

1724

1685

TELKOM

v

FH

EXISTING SEWER MAINS

EXISTING SEWER MAINS

EXIS

TING

ELEC

TRIC

AL

EXIS

TING

WAT

ERMAI

N

EXIS

TING

TELK

OM

93 000mm

86 000mm

87 000mm

88 000mm

89 000mm

90 000mm

91 000mm

92 000mm

94 000mm

95 000mm

96 000mm

97 000mm

88 000mm

87 000mm

86 000mm

89 000mm

90 000mm

91 000mm

92 000mm

93 000mm

94 000mm

95 000mm

96 000mm

97 000mm

98 000mm

79 601

DISTANCE

GROUND LEVEL

DEPTHINVERT LEVEL

GRADIENT

NGL

DISTANCE

GROUND LEVEL

DEPTHINVERT LEVEL

GRADIENT

2720

GROUND FLOOR LEVEL 10000

FIRST FLOOR LEVEL 12 720

GROUND FLOOR LEVEL 10000

FIRST FLOOR LEVEL 12 720

NGL110mm PVC drainage pipe to fall 1:60 minand 1:10 max all in accordance with the

SANS 10400 - Part P

IE1 IE2

9492094470

450

1:288266 15634 1034

IE3 IE4

DR

AIN

AGE

CO

N.

re

Connection as per civilengineer's drawings andspecifications

1:28 1:28 1:28

9490694425

481

9482094125

695

9444593558

887

94420934201000

rere

showerwc whb

ss1

shower

wc whbbath

whb

110vp

wc whb

ss2

bath

1253 156341:28

110mm PVC drainage pipe to fall1:60 min and 1:10 max all in

accordance with the SANS 10400- Part P

DISTANCE

GROUND LEVEL

DEPTHINVERT LEVEL

GRADIENT

NGL

DISTANCE

GROUND LEVEL

DEPTHINVERT LEVEL

GRADIENT

GROUND FLOOR LEVEL 10000 GROUND FLOOR LEVEL 10000

NGL

IE6

9477394323

450

IE5

DR

AIN

AGE

CO

N.

re

Connection as per civilengineer's drawings andspecifications

94420934201000

17711

9451993730

789

re

4857

IE4

re gully

SinkDWWM PrepTrough

re

110mm PVC drainage pipe to fall 1:60min and 1:10 max all in accordancewith the SANS 10400 - Part P

1:2810341:28

9444593558

887

1:281:2817711

110mm PVC drainage pipe to fall 1:60min and 1:10 max all in accordancewith the SANS 10400 - Part P

ERF 2919

All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.

GENERAL NOTES:

COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.

ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 61 Bridge Street

ARCHITECT SIGNATURE

...................................

South End6001

TEL: 041 581 1590

FAX: 086 547 5423

MUNICIPAL INFORMATION:

0 sqm

294 sqm

294 sqm

2

3

NEW

TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD

................................

SHEET NO.

7249 sqm

MUNICIPAL SUBMISSIONS

243 sqm - 3.4%

243 sqm - 3.4%

0 sqm 0.0%

POOL NO

BOUNDARY WALLS 0 M

SHEET SIZE

REVISIONS:

UNIT 1

UNIT 2

SITE PLANSCALE: 1:250 No

rthS

w E

reie1

ie2

DRAINAGE SECTION A - ASCALE: 1:100

DRAINAGE SECTION B - BSCALE: 1:100

Sewe

r ret

iculat

ion an

d co

nnec

tions

as p

er ci

vil

engin

eer's

dra

wing

s and

spec

ificat

ions

Exposedaggregate

Exposedaggregate

3000mm BUILDING LINES

79 601mm BOUNDARY LINE

47 5

04m

m B

OUND

ARY

LINE

27 7

45m

m B

OUND

ARY

LINE

23 3

57m

m B

OUND

ARY

LINE

40 5

02m

m B

OUNDA

RY L

INE

3000

mm

BUI

LDIN

G LI

NES

3000

mm

BUI

LDIN

G LIN

ES

44 584mm BOUNDARY LINE

44 584mm BOUNDARY LINE

9 728mm

BOUNDARY LINE

3000mm BUILDING LINES

3000mm BUILDING LINES

3000

mm

BU

ILD

ING

LIN

ES

8 827

mm

BOUNDARY LINE

12 5

05m

m B

OU

ND

ARY

LIN

E

33 5

43m

m B

OU

ND

ARY

LIN

E

18 545mmBOUNDARYLINE

9 89

8mm

BOUN

DARY

LIN

E

46 36

3mm B

OUNDARY

LINE

3000

mm BUILD

ING LI

NES

LEGEND

WATER 110 dia.

ELECT 2 X 110

TELKOM 2 X 110

B

C

D

E

G

H

I

J

K

L

M

N

A

B

C

D

E

F

G

HIJ

K

L

M

N

79601

4750

5

2774

5

2335

7

4050

2

44584

40529

9728

8827

1250

5

3354

3

1854

5

9898

4636

3

Gard

en a

s per

lands

cape

r

SET-OUT DRAWINGSCALE: 1:1000

Drain.Con.

All layerworks

and

paving as p

er Civil

Engineer's drawings

and specifi

cations

Gard

en a

s per

lands

cape

r

Gard

en a

s per

lands

cape

r

Gard

en a

s per

lands

cape

r

101

A1

SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS

OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST

DRAINAGE SEWER

45201

34960

5490

6684

38778

11983

ie3

re

re ie4

ie5

ie6

troughwm dwsink

prep

gul.

ss2

110v

pss1

bath sh

wc

wcwh

b

whb

GENERAL NOTES

FINAL LEVELS TO BE DETERMINEDON SITE

SITE LEVELS

Reg no. PrArch 21014

CELL: 083 295 3601

email: [email protected]

REVISION NO.

DRAWING NO.

DRAWN BY:

PRINT DATE:

CHECKED BY:

12 July 2018

DMV / NF

20180703_OLIVEWOOD_MS09

0

DMP

17 - Olivewood Cluster_Unit 1PROJECT NO.

re

re

All layerworks

and

paving as p

er Civil

Engineer's drawings

and specifi

cations

All la

yerw

orks

and

pavin

g as p

er C

ivil

Engin

eer's

draw

ings

and s

pecif

icatio

ns

All la

yerw

orks

and

pavin

g as

per

Civi

l

Engi

neer

's dr

awin

gs

and

spec

ificat

ions

All la

yerw

orks

and

pavin

g as

per

Civi

l

Engi

neer

's dr

awin

gs

and

spec

ificat

ions

TELK

OM lin

e

TELK

OM lin

e

TELK

OM lin

e

POWER lin

e

POWER

line

WATER

line

WAT

ER lin

e

WAT

ER lin

e

POW

ER lin

e

[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast

G R O U N D F L O O R P L A N S

T H E G R O V E | O L I V E W O O D E S TAT E

850m

m x

900

mm

425m

m x

900m

m25

40m

m x

900

mm

425m

m x

254

0mm

425m

m x

900m

m

850m

m x

900

mm

2460mm x 5368mm

ERF 2919

All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.

GENERAL NOTES:

COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.

ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

MUNICIPAL INFORMATION:

0 sqm

294 sqm

294 sqm

2

3

NEW

TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD

................................

SHEET NO.

7249 sqm

MUNICIPAL SUBMISSIONS

243 sqm - 3.4%

243 sqm - 3.4%

0 sqm 0.0%

POOL NO

BOUNDARY WALLS 0 M

SHEET SIZE

REVISIONS:

NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.

GROUND FLOOR PLANSSCALE: 1:50

Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.

GENERAL NOTESSOLAR GEYSER SYSTEM 1

THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.

SITE LEVELS

102

A1

SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels on SisalationFR405

25

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels

135mm ISOVER Aerolite insulation in betweengalvanised steel lipped channel

38mm x 38mm SA pine timberbrandering

Ceiling to be 6.4mm skimmed Gypsum ceilingboards fixed to 38x38mm brandering byspecialistW8

1WINDOW AS PER WINDOW SCHEDULE

Shadow-line aluminium edge trim by specialist

DETAIL 1 / ROOF AND WINDOW JUNCTIONSCALE: 1:10

PLUGS, LIGHTS, CUPBOARDS

Unit 61 Bridge Street

ARCHITECT SIGNATURE

...................................

South End6001

TEL: 041 581 1590

FAX: 086 547 5423

OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST

SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS

Reg no. PrArch 21014

CELL: 083 295 3601

email: [email protected]

DETAIL 2 / GUTTER DETAILSCALE: 1:10

SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications

Poly eave closures as per productspecifications

Purpose made 1mm aluminium gutter byspecialist

IPE180 as per engineer's drawings andspecifications

Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual

15465

DETAIL 3 / APEX FLASHING DETAILSCALE: 1:10

IPE180 as per engineer's drawings andspecifications

175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications

Purposed made aluminium flashing (tomatch roof sheeting profile and colour)

Fixing by approved roof specialist, all inaccordance with manufacturer manual

DETAIL 4 / BARGE FLASHING DETAILSCALE: 1:10

Purposed made aluminium flashing (tomatch roof sheeting profile and colour)

175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications

35

50

Fixing by approved roof specialist, all inaccordance with manufacturer manual

1 2

A A

B B

C C

D

E

270 270

1 2

GARAGESCREEDED46 sqm

COVERED PATIOEXPOSED AGGREGATE54 sqm

DININGPOLISH CONCRETE25 sqm

LOUNGEPOLISH CONCRETE25 sqm

KITCHENPolish Concrete15 sqm

BEDROOM 1CARPET16 sqm

BEDROOM 2CARPET16 sqm

DRESSER 2CARPET9 sqm

DRESSER 1CARPET8 sqm

EN-SUITETILES5 sqm

BATHROOMTILES6 sqm

WM TDTROUGH

SINK

FRIDGEPOS.

DW

PREPOven & Hob byapproved specialist

WHBWC

BATH

D11

D31

D41

D32

D42

D51

D61

D71

D81

D91

WHB

WCSH

LINTEL ABOVE

LINTEL ABOVE

LIN

TEL

ABO

VE

LINTEL ABOVE

LIN

TEL

ABO

VELI

NTE

L AB

OVE

LIN

TEL

ABO

VE

LINTEL ABOVE

3500mm X 2125mm

W32

W42

W52

W41

W31

W11

W21

W51

LIN

TEL

ABO

VELI

NTE

L AB

OVE

LIN

TEL

ABO

VED

UC

T

270

1260

2200

500

270

230

2540

230

895

425

230

770

850

850

890

425

265

3460

3000

110

1550

1620

270

1740

230

110

3000

270

860

2540

230

1399

042

30

1822

0

270

A

1000

mm

(H) b

alus

trade

as

per S

ANS

1040

0 - P

art D

830

265

340

265

2430

340100022951000

1500

1040

Counter by joinery specialist

Counter by joinery specialist

Cupboards above

LIN

TEL

ABO

VE

LINTEL ABOVE

1400mm Roofoverhang

4500

1250

Reinforced concrete staircase as per later detail, all in accordance withthe engineer's drawings and specifications

1

2

3

4

5

6

7

UP

270

805

270

900

700

270

5490

270

520

9710

IPE 180 Galvanised steel I-beam as per engineer's drawings and specifications

900

820

1550

230

270

1872

0

1870

1000mm Stainless SteelBraai Unit with Flue pipe andcowl to be installed by anapproved specialist. productof Exclusiv Design

Counter byspecialist

3500mm X 2466mm

730 1000 270 4865 3500 730

27042302707095270

4365270430

870

270

Counter by joinery specialist

IPE

180

Gal

vani

sed

stee

l I-b

eam

as

per e

ngin

eer's

dra

win

gs a

nd s

peci

ficat

ions

5640

mm

X 2

465m

m

1120

600

950

600

950

13909001040

1840110

785

900

110

900 220

1000

mm

RO

OF

OVE

RH

ANG

1865mm ROOF OVERHANG1865mm ROOF OVERHANG

500mm Roof overhang

47707365

Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications

Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications

Galvanised IPE 180steel portal frame, all inaccordance with theengineer's drawingsand specifications

Galvanised IPE 180 steel rafter, all in accordance with the engineer'sdrawings and specifications

4880

mm

x 2

125m

m

Reinforced concrete cantilever, all in accordance with the engineer's drawings and specifications

Rei

nfor

ced

conc

rete

can

tilev

er, a

ll in

acc

orda

nce

with

the

engi

neer

's d

raw

ings

and

spe

cific

atio

ns

3600

3600

mm

x 4

25m

m

3000

110

900

600

North S

W

E

gully1

s/s2

110mmvp

s/s1

x 10 000

x 10 000

x 10 000x 10 000

x 10 000 x 10 000

x 10 000

x 10 000

x 10 000

x 10 000

x 9 950

YARDTO BE CONFIRMED25 sqm

x 9 830 STEP

x 9 950

x 9 950

x 10 000

x 10 000

x 9 950

x 10 000

x 9 950 x 10 000

x 9 950

x 10 000

GD

GD

Gar

age

door

cle

aran

ceG

arag

e do

or c

lear

ance

BIC as per joineryspecialist

BIC as per joineryspecialist

IE1

RE

BULKHEAD @ 2466mm above UFFL

Cou

rtyar

d w

all @

180

0mm

in h

eigh

t as

per

spec

ifica

tions

Cla

ddin

g ab

ove

rein

forc

ed c

oncr

ete

cant

ileve

r

Galvanised IPE 180steel portal frame onreinforced concretestub column, all inaccordance with theengineer's drawingsand specifications

BALCONY ABOVE

windowabove door

RE

13425

2455

2560

3860

4760

110

500

Aluminium GasCabinet by specialist

New gas line by

approved specia

list

1120

5000L water harvesttank (1820mm ∅)

900mm x 2125mm

900mm x 2125mm

900mm x 2125mm

x 9 950x 9 950

Floo

r to

fall

away

from

build

ing

Floo

r to

fall

away

from

build

ing

x 10 000

x 9 950

1560

Step 1Risers: 170mmTreads: 300mm

300

300

300

300

300

300

300

300

300

12mm Nutec fibre cementcladding fixed to 38mm x38mm SA Pine substructure.15mm spacing betweenboards. painted as perfinishing document

B.O.E aboveB.O.E above

BRAAI

230

1000

665

1101120 3000

750

600

490

330230

Galvanised IPE 180 steel portal frame on reinforcedconcrete stub column, all in accordance with theengineer's drawings and specifications

160013735

900

Ram

p to

fall

away

from

bui

ldin

g w

ith m

ax g

radi

ent o

f1:

10, a

s pe

r civ

il en

gine

er's

dra

win

gs a

nd s

peci

ficat

ions

Expo

sed

aggr

egat

e as

per

civ

ilen

gine

er's

dra

win

gs a

nd s

peci

ficat

ions

6505 2460 4770

13735

ReinforcedIn-situ castconcretehardstand byspecialist

270

13425

Plan

ter b

ox b

y la

ndsc

aper

and

to b

ena

tura

lly d

rain

ed

2060

150

4980

150

1560

805

110m

m P

VC d

rain

age

pipe

to fa

ll 1:

60 m

in a

nd 1

:10

max

all

in a

ccor

danc

e w

ith th

e SA

NS 1

0400

- Pa

rt P

IE2

IE3

110

7140

430 110 4880 545

110m

m P

VC d

rain

age

pipe

to fa

ll 1:

60 m

in a

nd 1

:10

max

all

in a

ccor

danc

e wi

th th

e SA

NS 1

0400

- Pa

rt P

IE4

D21

rwdp

Cou

nter

by

join

ery

spec

ialis

t

RE

Galvanised IPE 180 steel portalframe on reinforced concretestub column, all in accordancewith the engineer's drawingsand specifications

1560

4901101120270

95110

1780

1215115

W111

1963 270

270

7270

270

1420

4230250 2210

150317815031781501560

2060

150

925

150

27500

4880

IE5

REVISION NO.

DRAWING NO.

DRAWN BY:

PRINT DATE:

CHECKED BY:

12 July 2018

DMV / NF

20180703_OLIVEWOOD_MS09

0

DMP

17 - Olivewood Cluster_Unit 1PROJECT NO.

A

2148

2460

400

430

400

430

400

925

Fenced-off duct as per planby specialist

3110

LIN

TEL

ABO

VE

[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast

F I R S T F L O O R P L A N S

T H E G R O V E | O L I V E W O O D E S TAT E

850m

m x

900

mm

425m

m x

900m

m25

40m

m x

900

mm

425m

m x

254

0mm

425m

m x

900m

m

850m

m x

900

mm

2460mm x 5368mm

ERF 2919

All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.

GENERAL NOTES:

COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.

ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

MUNICIPAL INFORMATION:

0 sqm

294 sqm

294 sqm

2

3

NEW

TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD

................................

SHEET NO.

7249 sqm

MUNICIPAL SUBMISSIONS

243 sqm - 3.4%

243 sqm - 3.4%

0 sqm 0.0%

POOL NO

BOUNDARY WALLS 0 M

SHEET SIZE

REVISIONS:

NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.

GROUND FLOOR PLANSSCALE: 1:50

Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.

GENERAL NOTESSOLAR GEYSER SYSTEM 1

THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.

SITE LEVELS

102

A1

SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels on SisalationFR405

25

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels

135mm ISOVER Aerolite insulation in betweengalvanised steel lipped channel

38mm x 38mm SA pine timberbrandering

Ceiling to be 6.4mm skimmed Gypsum ceilingboards fixed to 38x38mm brandering byspecialistW8

1WINDOW AS PER WINDOW SCHEDULE

Shadow-line aluminium edge trim by specialist

DETAIL 1 / ROOF AND WINDOW JUNCTIONSCALE: 1:10

PLUGS, LIGHTS, CUPBOARDS

Unit 61 Bridge Street

ARCHITECT SIGNATURE

...................................

South End6001

TEL: 041 581 1590

FAX: 086 547 5423

OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST

SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS

Reg no. PrArch 21014

CELL: 083 295 3601

email: [email protected]

DETAIL 2 / GUTTER DETAILSCALE: 1:10

SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications

Poly eave closures as per productspecifications

Purpose made 1mm aluminium gutter byspecialist

IPE180 as per engineer's drawings andspecifications

Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual

15465

DETAIL 3 / APEX FLASHING DETAILSCALE: 1:10

IPE180 as per engineer's drawings andspecifications

175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications

Purposed made aluminium flashing (tomatch roof sheeting profile and colour)

Fixing by approved roof specialist, all inaccordance with manufacturer manual

DETAIL 4 / BARGE FLASHING DETAILSCALE: 1:10

Purposed made aluminium flashing (tomatch roof sheeting profile and colour)

175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications

35

50

Fixing by approved roof specialist, all inaccordance with manufacturer manual

1 2

A A

B B

C C

D

E

270 270

1 2

GARAGESCREEDED46 sqm

COVERED PATIOEXPOSED AGGREGATE54 sqm

DININGPOLISH CONCRETE25 sqm

LOUNGEPOLISH CONCRETE25 sqm

KITCHENPolish Concrete15 sqm

BEDROOM 1CARPET16 sqm

BEDROOM 2CARPET16 sqm

DRESSER 2CARPET9 sqm

DRESSER 1CARPET8 sqm

EN-SUITETILES5 sqm

BATHROOMTILES6 sqm

WM TDTROUGH

SINK

FRIDGEPOS.

DW

PREPOven & Hob byapproved specialist

WHBWC

BATH

D11

D31

D41

D32

D42

D51

D61

D71

D81

D91

WHB

WCSH

LINTEL ABOVE

LINTEL ABOVE

LIN

TEL

ABO

VE

LINTEL ABOVE

LIN

TEL

ABO

VELI

NTE

L AB

OVE

LIN

TEL

ABO

VE

LINTEL ABOVE

3500mm X 2125mm

W32

W42

W52

W41

W31

W11

W21

W51

LIN

TEL

ABO

VELI

NTE

L AB

OVE

LIN

TEL

ABO

VED

UC

T

270

1260

2200

500

270

230

2540

230

895

425

230

770

850

850

890

425

265

3460

3000

110

1550

1620

270

1740

230

110

3000

270

860

2540

230

1399

042

30

1822

0

270

A

1000

mm

(H) b

alus

trade

as

per S

ANS

1040

0 - P

art D

830

265

340

265

2430

340100022951000

1500

1040

Counter by joinery specialist

Counter by joinery specialist

Cupboards above

LIN

TEL

ABO

VE

LINTEL ABOVE

1400mm Roofoverhang

4500

1250

Reinforced concrete staircase as per later detail, all in accordance withthe engineer's drawings and specifications

1

2

3

4

5

6

7

UP

270

805

270

900

700

270

5490

270

520

9710

IPE 180 Galvanised steel I-beam as per engineer's drawings and specifications

900

820

1550

230

270

1872

0

1870

1000mm Stainless SteelBraai Unit with Flue pipe andcowl to be installed by anapproved specialist. productof Exclusiv Design

Counter byspecialist

3500mm X 2466mm

730 1000 270 4865 3500 730

27042302707095270

4365270430

870

270

Counter by joinery specialist

IPE

180

Gal

vani

sed

stee

l I-b

eam

as

per e

ngin

eer's

dra

win

gs a

nd s

peci

ficat

ions

5640

mm

X 2

465m

m

1120

600

950

600

950

13909001040

1840110

785

900

110

900 220

1000

mm

RO

OF

OVE

RH

ANG

1865mm ROOF OVERHANG1865mm ROOF OVERHANG

500mm Roof overhang

47707365

Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications

Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications

Galvanised IPE 180steel portal frame, all inaccordance with theengineer's drawingsand specifications

Galvanised IPE 180 steel rafter, all in accordance with the engineer'sdrawings and specifications

4880

mm

x 2

125m

m

Reinforced concrete cantilever, all in accordance with the engineer's drawings and specifications

Rei

nfor

ced

conc

rete

can

tilev

er, a

ll in

acc

orda

nce

with

the

engi

neer

's d

raw

ings

and

spe

cific

atio

ns

3600

3600

mm

x 4

25m

m

3000

110

900

600

North S

W

E

gully1

s/s2

110mmvp

s/s1

x 10 000

x 10 000

x 10 000x 10 000

x 10 000 x 10 000

x 10 000

x 10 000

x 10 000

x 10 000

x 9 950

YARDTO BE CONFIRMED25 sqm

x 9 830 STEP

x 9 950

x 9 950

x 10 000

x 10 000

x 9 950

x 10 000

x 9 950 x 10 000

x 9 950

x 10 000

GD

GD

Gar

age

door

cle

aran

ceG

arag

e do

or c

lear

ance

BIC as per joineryspecialist

BIC as per joineryspecialist

IE1

RE

BULKHEAD @ 2466mm above UFFL

Cou

rtyar

d w

all @

180

0mm

in h

eigh

t as

per

spec

ifica

tions

Cla

ddin

g ab

ove

rein

forc

ed c

oncr

ete

cant

ileve

r

Galvanised IPE 180steel portal frame onreinforced concretestub column, all inaccordance with theengineer's drawingsand specifications

BALCONY ABOVE

windowabove door

RE

13425

2455

2560

3860

4760

110

500

Aluminium GasCabinet by specialist

New gas line by

approved specia

list

1120

5000L water harvesttank (1820mm ∅)

900mm x 2125mm

900mm x 2125mm

900mm x 2125mm

x 9 950x 9 950

Floo

r to

fall

away

from

build

ing

Floo

r to

fall

away

from

build

ing

x 10 000

x 9 950

1560

Step 1Risers: 170mmTreads: 300mm

300

300

300

300

300

300

300

300

300

12mm Nutec fibre cementcladding fixed to 38mm x38mm SA Pine substructure.15mm spacing betweenboards. painted as perfinishing document

B.O.E aboveB.O.E above

BRAAI

230

1000

665

1101120 3000

750

600

490

330230

Galvanised IPE 180 steel portal frame on reinforcedconcrete stub column, all in accordance with theengineer's drawings and specifications

160013735

900

Ram

p to

fall

away

from

bui

ldin

g w

ith m

ax g

radi

ent o

f1:

10, a

s pe

r civ

il en

gine

er's

dra

win

gs a

nd s

peci

ficat

ions

Expo

sed

aggr

egat

e as

per

civ

ilen

gine

er's

dra

win

gs a

nd s

peci

ficat

ions

6505 2460 4770

13735

ReinforcedIn-situ castconcretehardstand byspecialist

270

13425

Plan

ter b

ox b

y la

ndsc

aper

and

to b

ena

tura

lly d

rain

ed

2060

150

4980

150

1560

805

110m

m P

VC d

rain

age

pipe

to fa

ll 1:

60 m

in a

nd 1

:10

max

all

in a

ccor

danc

e w

ith th

e SA

NS 1

0400

- Pa

rt P

IE2

IE3

110

7140

430 110 4880 545

110m

m P

VC d

rain

age

pipe

to fa

ll 1:

60 m

in a

nd 1

:10

max

all

in a

ccor

danc

e wi

th th

e SA

NS 1

0400

- Pa

rt P

IE4

D21

rwdp

Cou

nter

by

join

ery

spec

ialis

t

RE

Galvanised IPE 180 steel portalframe on reinforced concretestub column, all in accordancewith the engineer's drawingsand specifications

1560

4901101120270

95110

1780

1215115

W111

1963 270

270

7270

270

1420

4230250 2210

150317815031781501560

2060

150

925

150

27500

4880

IE5

REVISION NO.

DRAWING NO.

DRAWN BY:

PRINT DATE:

CHECKED BY:

12 July 2018

DMV / NF

20180703_OLIVEWOOD_MS09

0

DMP

17 - Olivewood Cluster_Unit 1PROJECT NO.

A

2148

2460

400

430

400

430

400

925

Fenced-off duct as per planby specialist

3110

LIN

TEL

ABO

VE

425m

m x

900m

m85

0mm

x 9

00m

m

ERF 2919

All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.

GENERAL NOTES:

COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.

ERF NO:

EXISTING AREA:

NEW AREA:

TOTAL AREA:

NEW GARAGES

NEW BATHROOMS:

ERF AREA

EX. COVERAGE

NEW COVERAGE

AGE OF BUILDING

Unit 61 Bridge Street

ARCHITECT SIGNATURE

...................................

South End6001

TEL: 041 581 1590

FAX: 086 547 5423

MUNICIPAL INFORMATION:

0 sqm

294 sqm

294 sqm

3

NEW

TOTAL COVERAGE

PROJECT TITLE:

DRAWING TITLE:

CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD

................................

SHEET NO.

7249 sqm

MUNICIPAL SUBMISSIONS

243 sqm - 3.4%

243 sqm - 3.4%

0 sqm 0.0%

POOL NO

BOUNDARY WALLS 0 M

SHEET SIZE

REVISIONS:

Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications

Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications

1 2

A A

B B

C C

D

E

1 2

A A

2100

270

270

3180

5740

270

270

1870

9710

7140

1000

394

STUDYPOLISH CONCRETE8 sqm

EN-SUITETILES4 sqm

DRESSER 3CARPET6 sqm

MAIN BEDROOMCARPET13 sqm

BALCONYTILES7 sqm

DOUBLE VOLUME

Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications

9

10

11

12

13

14

15

16

BIC

BIC

W43

W53

IPE 180 Galvanised steel I-beam as perengineer's drawings and specifications

3500mm X 2550mm

3500mm X 2466mm

1000mm (H) balustrade as per SANS 10400 - Part D

W61

D33

WHB

WC

SH

W71

W81

LIN

TEL

ABO

VELI

NTE

L AB

OVE

1000

mm

(H) b

alus

trade

as

per S

ANS

1040

0 - P

art D

Galvanised IPE 180steel portal frame,all in accordancewith the engineer'sdrawings andspecifications

Galvanised IPE 180steel portal frame, allin accordance withthe engineer'sdrawings andspecifications

7230

6600

270

890

230

265

425

860

110

3000

270

Reinforced concrete cantilever slab, all inaccordance with the engineer's drawingsand details

3000

1040 900 1390

1550

1740

1620

9160

1500

W91

D101

W101

windowabove door

North S

W

E

FIRST FLOOR PLANSSCALE: 1:50

x 12 720

x 12 720

x 12 720

110

windowabove door

BULKHEAD ABOVE KITCHEN

Flue pipe and cowl to be installed by an approvedspecialist. product of Exclusiv Design

625mm ROOF OVERHANG

1000

mm

RO

OF

OVE

RH

ANG

625mm ROOF OVERHANG

3235

1365

7303500270

4770

4760

3860

13420

Reinforced concrete staircase asper later detail, all in accordancewith the engineer's drawings andspecifications

1000mm (H) balustrade asper SANS 10400 - Part D

x 12 720

BULKHEAD @ 2466mm above UFFL

Bulkhead as per later detail

1250

270 2400

6mm skimmed ceilingby specialist @2465mm from UFFL

BATH

Timber louvers by specialist to bepainted as per finishing document

D43

4760

3860

2560

2455

1500

2210

1870

500

955

Galvanised 100mm x 100mm structuralsquare steel tubing, all in accordance withthe engineer's drawings and specifications

Galvanised 80mm x 80mm structural squaresteel tubing, all in accordance with theengineer's drawings and specifications

Galvanised 100mm x 100mm structuralsquare steel tubing, all in accordance withthe engineer's drawings and specifications

Galvanised 100mm x100mm structuralsquare steel tubing, allin accordance with theengineer's drawingsand specifications

DU

CT

1440

2

850

270

Built in Desk byjoinery specialist

1720

6002301840110

600WHB

POLISH CONCRETE

ROOF

PIT

CH 1

SAFLOK 410 colorplus roof sheeting (colour as per finishingdocument) @ 10° roof angle on 150mm x 50mm galvanisedsteel cold-rolled lipped channels on Sisalation FR405 ongalvanised steel IPE 180 portal frame, all in accordance withthe engineer's drawings and details. Ceiling to be 6.4mmskimmed Gypsum ceiling boards fixed to 38x38mm branderingat max 400mm c/s with 135mm ISOVER Aerolite insulationbetween portal frame on top of ceiling. All flashings and Polyeave closures as per product specifications.

CHIMNEY

Flue pipe and cowl of JetmasterCorner 650 Slow Combustion Stove

1000mm (H) balustrade asper SANS 10400 - Part D

LINTEL ABOVE900mm x 2125mm

1500

mm

x 2

125m

mLI

NTE

L AB

OVE

Floo

r to

fall

away

from

bui

ldin

g

Floo

r to

fall

away

from

bui

ldin

g

screed to fall away from building

scre

ed to

fall

away

from

bui

ldin

g

x 12 670

x 12 720

x 12 670

12mm Nutec fibre cement cladding fixedto 38mm x 38mm SA Pine substructure.15mm spacing between boards. paintedas per finishing document

110mmvp

s/s1

1000

COURTYARDBELOW

1330 270 730 230 1000 270 4865

73651600

166

13425

103

A1

600

950

Galvanised IPE180 steel portalframe, all inaccordance withthe engineer'sdrawings andspecifications

Galvanised 80mm x 80mm structural square steel tubing, all in accordancewith the engineer's drawings and specifications

Galvanised 80mm x 40mm structural rectangular steel tubing, all inaccordance with the engineer's drawings and specifications

NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.

Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.

GENERAL NOTESSOLAR GEYSER SYSTEM 1

THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.

SITE LEVELS

PLUGS, LIGHTS, CUPBOARDS

6600

SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS

OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST

Free standing wall belowon Ground Floor

concretewalkway belowon GroundFloor

concretewalkway belowon GroundFloor

Reg no. PrArch 21014

CELL: 083 295 3601

email: [email protected]

250

5640

mm

x 9

80m

m

DETAIL 5 / GUTTER DETAILSCALE: 1:10

window line

SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle

175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications

Poly eave closures as per productspecifications

Purpose made 1mm aluminium gutter withreturning strap by specialist

IPE180 as per engineer's drawings andspecifications

Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual

Reinforced concrete beam as per engineer'sdrawings and specifications

Drip flashing by approved roof specialist as permanufacturer's manual

75m

m ra

inw

ater

dow

n pi

pe

REVISION NO.

DRAWING NO.

DRAWN BY:

PRINT DATE:

CHECKED BY:

12 July 2018

DMV / NF

20180703_OLIVEWOOD_MS09

0

DMP

17 - Olivewood Cluster_Unit 1PROJECT NO.

270 5965 270

6505

2460

270

2020

270

9060

270