31

33

35.50

ELP ELP

ELP ELP

ELP ELP

ELP ELP

PB PB

ELP ELP

L P

L P

L P

L P

L P

BO

TTOM

KER

B

TOP

KER

B

PARKING

BOTTOM KERB

TOP KERB

30

31

32

33

34

D2

D3

10

10a

10

10

10a

10

10

10a

10

D5

D5 D5

W5 W5 W5W5 W5

W7

W7

D2 W3 D2 D2D2

D2

D2

W5

D5

D2

D3

D3

D3

10

10a

10

D5

D5

W7

D4

D5

W8

W8

D4

W4W4 W4 W4D1

W1

0W

10

W1

0W

10

SW CATCH

PIT

100mm DP SW CATCH

PIT

100mm DP SW CATCH

PIT

100mm DP SW CATCH

PIT

100mm DP

SW CATCH

PIT

100mm DP SW CATCH

PIT

100mm DP

SW

CA

TCH

P

IT

10

0m

m D

P

SW CATCH

PIT100mm DP

SW

CA

TCH

P

IT

10

0m

m D

PSW

CA

TCH

P

IT

10

0m

m D

PSW

CA

TCH

P

IT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

PIT

10

0m

m D

P

SW

CA

TCH

P

IT1

00

mm

DP

SW

CATCH

PIT

100mm DP

SW

CATCH

PIT

100mm DP

Stormwater connecting up & dischargeinto existing municipal connection

Stormwater connecting up & dischargeinto existing municipal connection

D2

10

10a

10

10

10a

10

10

10a

10

D5

D5 D5

D2

D5

D2

10

10a

10

D5

D5

D4

D5

VC1

VC2

VC3

VC4

VC5

VC6

VC7

VC8

VC9

VC10VC11

VC12

VC13

VC14

VC15

VC16

VC17

VC18

VC19

VC20

VC21

VC22

VC23

VC24VC25

VC26

VC27VC28VC29

VC30

VC31

VC32

VC33

18,67

18

,94

18,92

18,67

18,75

18

,90

ST

AC

K

ST

AC

K

GU

LLE

Y

RE1

IC3

IC2

IC1

RE2

R79CL=31.150IL=29.359

MH

R78CL=32.346IL=29.609

MH

R143CL=33.204IL=31.436

MH

R87CL=30.688IL=28.943

MH

R86CL=31.431IL=29.681

MH

R83CL=34.394IL=32.466

MH

R82CL=34.296IL=32.763

MH

IC4

PARKING 16 Bays

Clubhouse Clubhouse

GymGym

Swimming Pool EnclosureSwimming Pool Enclosure

Tennis CourtTennis Court

GymCourtyard

GymPlayground

VICTORIA CIRCUSProposed New Erfnumber

3155±5515sqm

General NotesThe contractor is to verify all levels, heights and

dimensions on the site and is to check same against the

drawings before putting the work in hand.

29/03/04

031101

Drawn byDwg No DrawnScale Revised Revision

as shown MK

Plans, Sections, Elevations ,Drainage

PROJECT

CS 1-01 21-11-12

Job No: 09-02-1021

KELDERHOF COUNTRY VILLAGE

New Single Dwelling House

on

Erf 1021, Stanley Road

for

Empire Earth Investments (Pty) Ltd

michael@mkarch.co.zaSACAP#: 7535

Michael Kornmüller Architecture cc083 324 2277pr arch • b arch uct

CONTRUCTION NOTES:

General

All work to be carried out strictly in accordance with the Model Preambles for

Trades as recommended and published by the Association of South African

Quantity Surveyors, (latest available edition) and shall be deemed to be

incorporated herein.

FOUNDATIONS: Concrete footings to all external and internal walls. All as per

Structural Engineers specification and detail.

No Part of foundation to protrude over site boundary

SUSPENDED GROUND FLOOR SLABS: Floor finish as indicated on plans on

min. 30mm cement screed on RC. slab to engineer's details. Provision to be

made for openings in slab for water reticulation, drainage and electrical points.

All RC. columns and beams to engineer's design.

STAIRS: RC. stairs where indicated, to engineers spec.

Tread size = 250mm.min

Max. riser size = 200mm.

UPPER FLOOR SLABS: Floor finish as indicated on plans on min. 30mm cement

screed on RC. slab to engineer's details. Provision to be made for openings in

slab for water reticulation, drainage and electrical points.All RC. columns and

beams to engineer's design.

TERRACES & BALCONIES: Floor finish as indicated on plans on applied

waterproofing membrane on min. 30mm cement screed to min 1:100 falls on

RC. slab to engineers design. Min. 100mm deep weather step between internal

and external slabs.

LINTELS: Prestressed, precast concrete lintels as supplied by "Allied concrete"

(or Similar) to be used over openings no more than 3000mm wide, with min.

4 brick courses above with brickforce every course.

Prestressed concrete lintels Type A.P.S. as supplied by "Allied Concrete"

(or similar) to be used above all openings not more than 3000mm wide.

Lintels shall be 300mm longer than the width of the opening unless otherwise

specified.

Lintels in cavity walls shall be of different widths, the internal lintel 150mm

wide and the external lintel 90mm wide. the stepped DPC. shall pass between

the two lintels.

Lintels in 90 and 230mm walls shall be the full width of the wall.

BRICKWORK REINFORCEMENT: Brickforce to be used as per engineers

specifications. Concrete maxi bricks to be used throughout

INTERNAL WALLS:

To be 90mm free standing and 190mm loadbearing walls, unless otherwise

specified.

EXTERNAL WALLS:

To be 230mm cavity walls with concrete filled cavities below ground floor and

above roof level.

Gable walls to be tied back to roof structure by GMS. straps built 300mm into

brick work at 900mm c/c and securely nailed to battens.

WEEPHOLES: Min. 75x8mm wide weepholes to be provided below all cills and

above all slabs, openings and other bridges to cavity, to be neat and evenly

spaced at max. 900mm c/c.

WIRE TIES: GMS wire wall ties shall be built into any cavity wall at a rate of 2.5

ties per sqm.

WATERPROOFING: 375 micron Polyethylene Stepped horizontal DPC below all

cills and above all slabs, openings and other bridges to cavity walls and vertical

DPC to sides of all openings.

375 micron damp course under walls at min. 150mm above adjacent ground

level. Lower lip of 375 micron damp proof course under cavity wall must be

min. 150mm above finished ground level and cavity beneath DPC must be

concrete filled.

250 micron damp proof membrane under floor slab.

375 micron Polyethylene continuous DPM below all surface beds.

250 micron UT Polyethylene sheet underlay below roofing covering to all pitched

roofs.

4mm Derbigum SP400(or similar approved) applied waterproofing membrane

and accessories by approved applicator to manufacturer's specifications to all RC

roof slabs, balcony slabs & terraces.

Uniflash 600 with Geoflex system (or similar) counter flashing to all slab edges,

upstands, copings & parapets.

AIRBRICKS: Provide 2 airbricks to all habitable rooms.

DOORS & WINDOWS: All doors, windows and frames to be purpose made of

aluminium, by specialist supplier as indicated on drawings

GLAZING: 4mm thick clear glass to be used throughout. 6mm thick safety glass

to be used in all sections greater than 1sqm or closer than 1000mm to the floor,

to comply with N(1),(2) of the N.B.R.

All glazing to comply with requirements of SABS 0137 - access doors and side

lights to have safety glass. Windows lower than 500mm from floor or lower

than 1800mm above pitch line of stairs and shop fronts to have safety glass.

PLASTERBOARD CEILINGS: Skimmed and painted 6.4mm plasterboard fixed to

38x38mm SA pine ceiling branders at max 350mm c/c.

RC. CEILINGS: Skimmed and painted soffits below RC. slabs.

CEILING INSULATION: Min 50mm thick "Isotherm" (or similar) roof insulation

to be installed above all plasterboard ceilings.

RAINWATER GOODS: Sizes of rainwater goods to be calculated prior to and

constuction. All gutters to fall 1:200 towars outlet

Seamless Alluminuim box gutter to be used in garage.

PVC RW DOWNPIPE: 100mm dia. uPVC down pipes RC. to discharge into

stormwater system

FULLBORE OUTLETS: PVC fullbore outlets cast into RC. slabs in positions as

indicated on plans to eng.

MAIN PITCHED ROOF: 30 Degree pitch. Cement roof tiles laid to manufacturer's

specification on PVC underlay on 38x38mm S.A. pine battens at max. 345mm

c/c to suit on SA pine trusses to engineer's design at max. 750mm c/c. Truss ends

to be tied down onto 114x38mm wallplate with 30x1,2mm GMS straps

embedded 600mm into brickwork or concrete. GMS straps shall be taken up over

the of the truss, bent down on the other side and nailed down from both sides.

COVERED TERRACE ROOF: Corrugated steel roof sheeting on 38x50 SA pine

purlins @ max 1200mm centres on SA Pine rafters to manufacturer and eng.s

detail.

SCULLERY ROOF: Chromadek steel sheeting laid to 3 degree fall on 76x50mm SA

pine purlins at max 1200mm centres on 150x50mm SA Pine rafters at max

1400mm centres, all fixed with steel bracket to walls.

Plasterboard ceiling to underside

GARAGE ROOF:

Chromadek steel sheeting laid to 3 degree fall on 220x50mm SA pine purlin

rafters at max 760mm centres, all fixed with steel brackets to walls.

GENERAL: All timber shall be sawn die square, planed smooth and free from

knots, blemishes and other imperfections. All timber to be light sanded prior to

painting. Flashing and counter flashing to all areas where roof connects

TIMBER ROOF STRUCTURE: see drawings

FLOOR FINISHES: as shown on plan

ELECTRICAL WORK: Electrical layouts to buildings to later design by architects.

Work to be carried out by qualified electrician.

PLUMBING & DRAINAGE: To comply with part P of N.B.R.

Soil pipes to be min. 110 dia. uPVC.

Waste pipes to be min. 40mm dia, uPVC.

Stubstack to be 100mm dia. uPVC.

Open vent pipe to be 50mm dia. uPVC.

75mm deep seal traps to all fittings.

All pipes to have min. 1:60 falls.

Heavy Duty Manhole covers to be used in all Driveways

PLASTERING: All visible brickwork walls and cills are to be plastered and painted

as indicated on elevations.

INTERNAL: one coat lime/cement smooth, 15mm thick.

EXTERNAL: one coat lime/cement stippled, 20mm thick. CILLS: to be plastered to

match walls.

Rough plaster where indicated to later specifications.

Expansion joints to plaster between concrete & masonry to be v-joints.

TILING: Glazed ceramic wall tiles to be laid up to 2.1m in showers and min,

400mm high splashback to all baths, basins and kitchen counters.

PAINTWORK: All paintwork internal and external is to be of good quality by

"Plascon" (or similar) to be applied to manufacturer's specification.

BALUSTRADES: GMS balustrades to all stairs and landings to later details. and

to comply with part D of NBR.

29/03/04

Time/Date Printed:

031101

Drawing Type

Drawing Name

Drawn byDwg No DrawnScale Revised Revision

1:100@A1 MK

Sheet 02 Roof Layout Plan

PROJECT

Date:

Owner's SignatureArchitect's Signature

CS 1-02 2013-04-20

Job No: 13-007

KELDERHOF COUNTRY VILLAGE

New Lifestyle Complex

on

Victoria Circus

for

Empire Earth Investments (Pty) Ltd

michael@mkarch.co.zaSACAP#: 7535

Michael Kornmüller Architecture cc083 324 2277pr arch • b arch uct

15-02-13 E

COUNCIL SUBMISSION DRAWINGS

General NotesThe contractor is to verify all levels, heights and

dimensions on the site and is to check same against the

drawings before putting the work in hand.

29/03/04

031101

Drawn byDwg No DrawnScale Revised Revision

as shown MK

Plans, Sections, Elevations ,Drainage

PROJECT

CS 1-01 21-11-12

Job No: 09-02-1021

KELDERHOF COUNTRY VILLAGE

New Single Dwelling House

on

Erf 1021, Stanley Road

for

Empire Earth Investments (Pty) Ltd

michael@mkarch.co.zaSACAP#: 7535

Michael Kornmüller Architecture cc083 324 2277pr arch • b arch uct

29/03/04

Time/Date Printed:

031101

Drawing Type

Drawing Name

Drawn byDwg No DrawnScale Revised Revision

1:200@A1 MK

Sheet 03 Site Plan Layout 1-200

PROJECT

Date:

Owner's SignatureArchitect's Signature

CS 1-03 2013-04-20

Job No: 13-007

michael@mkarch.co.zaSACAP#: 7535

Michael Kornmüller Architecture cc083 324 2277pr arch • b arch uct

15-02-13 E

COUNCIL SUBMISSION DRAWINGS

AREAS:

Enclosed Building [clubhouse+gym, etc] 306m²

Covered Courtyard Area 141m²Uncovered Courtyard Area 88m²Covered Tennis Viewing Terrace 23m²Tennis Court 708m²Swimming Pool Enclosure [Pools = 57 & 18m²] 252m²

TOTAL: 1518m²

SEE ATTACHED APPROVED SDP DOCUMENT FOR ZONING COMPLIANCE

KELDERHOF COUNTRY VILLAGE

New Lifestyle Complex

on

Victoria Circus, Proposed Erf 3155 on Farm 660

for

Empire Earth Investments (Pty) Ltd