the grove copy...the grove | olivewood estate 850 mm x 900 mm 425mm x 900mm 2540 mm x 900 mm 425mm x...

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THE GROVE www.olivewoodestate.com [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 oer. 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. R2.9 MILLION FROM STARTING AT 270 SQUARE METERS Ëxpërïëñçë thë bëñïfïtß øf frëßh åïr åñd øütdøør lïfëßtÿlë Seven Units available with conguration of three or four bedrooms. Environmentally-friendly House Designs. Open-plan Living with double volume lounge option, plenty of natural light and increased air ow throughout.

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  • T H E G R O V E

    [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.

    R2.9 MILLIONFROM

    STARTING AT 270 SQUARE METERS

    Ëxpërïëñçë thë bëñïfïtß øf frëßh åïr åñd øütdøør lïfëßtÿlë

    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 increasedairflow 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 | Schafil 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 M

    AINS

    EXISTING S

    EWER MAIN

    S

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    TRIC

    AL

    EXIS

    TING

    WAT

    ERMA

    IN

    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

    98 000

    mm

    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

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    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 B

    UILDING L

    INES

    79 601mm

    BOUNDAR

    Y 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

    OUND

    ARY

    LINE

    3000

    mm

    BUI

    LDIN

    G LI

    NES

    3000

    mm

    BUI

    LDIN

    G LI

    NES

    44 584mm

    BOUNDA

    RY LINE

    44 584mm

    BOUNDARY

    LINE

    9 728mm

    BOUNDARY

    LINE

    3000mm B

    UILDING

    LINES

    3000mm BU

    ILDING LIN

    ES

    3000

    mm

    BU

    ILD

    ING

    LIN

    ES

    8 827

    mm

    BOUN

    DARY

    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

    BOUN

    DARY

    LINE

    3000

    mm B

    UILD

    ING

    LINES

    LEGEND

    WATER 110 dia.

    ELECT 2 X 110

    TELKOM 2 X 110

    B

    C

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    L

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    79601

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    SET-OUT DRAWINGSCALE: 1:1000

    Drain.Con.

    All lay

    erwork

    s and

    paving

    as pe

    r Civil

    Engin

    eer's d

    rawing

    s

    and sp

    ecifica

    tions

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    s per

    lands

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    s per

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    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

    3877

    8

    11983

    ie3

    re

    re ie4

    ie5

    ie6

    troughwm dwsink

    prep

    gul.

    ss2

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    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 lay

    erwork

    s and

    paving

    as pe

    r Civil

    Engin

    eer's d

    rawing

    s

    and sp

    ecifica

    tions

    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

    POWE

    R line

    POWE

    R line

    WATE

    R line

    WAT

    ER lin

    e

    WAT

    ER lin

    e

    POW

    ER lin

    e

  • [email protected] | 087 350 4310 | Schafil 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 g

    as line

    by

    approv

    ed spe

    cialist

    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 | Schafil 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 g

    as line

    by

    approv

    ed spe

    cialist

    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