victoria circus 35 proposed new erfnumber 3155 … 100mm dp c a t i 100mm dp sw ca tch i pt 100mm dp...

1
31 3 35.5 E L P E L P E L P E L P E L P E L P E L P E L P P B P B E L P E L P L P L P L P L P L P BOTTOM KE RB TO P KERB P A RK I NG 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 W5 W5 W5 W7 W7 D2 W3 D2 D2 D2 D2 D2 W5 D5 D2 D3 D3 D3 10 10a 10 D5 D5 W7 D4 D5 W8 W8 D4 W4 W4 W4 W4 D1 W10 W10 W10 W10 SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP SW CAT CH PIT 100mm DP SW C A TCH P I T 100mm DP SW CAT CH PIT 100mm DP SW CAT CH PIT 100mm DP SW CAT CH PIT 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CATCH PI T 100mm DP SW CAT CH PIT 100mm DP SW C A TCH P I T 100mm DP SW C A TCH P I T 100mm DP Stormwater connecting up & discharge into existing municipal connection Stormwater connecting up & discharge into 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 V C 1 V C 2 V C 3 V C 4 V C 5 V C 6 V C 7 V C 8 V C 9 V C 1 0 V C 1 1 V C 1 2 V C 1 3 V C 1 4 V C 1 5 V C 1 6 V C 1 7 V C 1 8 V C 1 9 V C 2 0 V C 2 1 V C 2 2 V C 2 3 V C 2 4 V C 2 5 V C 2 6 V C 2 7 V C 2 8 V C 2 9 V C 3 0 V C 3 1 V C 3 2 V C 3 3 1 8, 6 7 18,94 18,92 18,67 18,75 18,90 STACK STACK GULLEY RE1 IC3 IC2 IC1 RE2 R79 CL=31.150 IL=29.359 MH R78 CL=32.346 IL=29.609 MH R143 CL=33.204 IL=31.436 MH R87 CL=30.688 IL=28.943 MH R86 CL=31.431 IL=29.681 MH R83 CL=34.394 IL=32.466 MH R82 CL=34.296 IL=32.763 MH IC4 PARKING 16 Bays Clubhouse Clubhouse Gym Gym Swimming Pool Enclosure Swimming Pool Enclosure Tennis Court Tennis Court Gym Courtyard Gym Playground VICTORIA CIRCUS Proposed New Erfnumber 3155 ±5515sqm General Notes The 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 by Dwg No Drawn Scale 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 [email protected] SACAP#: 7535 Michael Kornmüller Architecture cc 083 324 2277 pr 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 by Dwg No Drawn Scale Revised Revision 1:100@A1 MK Sheet 02 Roof Layout Plan PROJECT Date: Owner's Signature Architect'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 [email protected] SACAP#: 7535 Michael Kornmüller Architecture cc 083 324 2277 pr arch • b arch uct 15-02-13 E COUNCIL SUBMISSION DRAWINGS General Notes The 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 by Dwg No Drawn Scale 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 [email protected] SACAP#: 7535 Michael Kornmüller Architecture cc 083 324 2277 pr arch • b arch uct 29/03/04 Time/Date Printed: 031101 Drawing Type Drawing Name Drawn by Dwg No Drawn Scale Revised Revision 1:200@A1 MK Sheet 03 Site Plan Layout 1-200 PROJECT Date: Owner's Signature Architect's Signature CS 1-03 2013-04-20 Job No: 13-007 [email protected] SACAP#: 7535 Michael Kornmüller Architecture cc 083 324 2277 pr arch • b arch uct 15-02-13 E COUNCIL SUBMISSION DRAWINGS AREAS: Enclosed Building [clubhouse+gym, etc] 306m² Covered Courtyard Area 141m² Uncovered Courtyard Area 88m² Covered Tennis Viewing Terrace 23m² Tennis Court 708m² Swimming 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

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Page 1: VICTORIA CIRCUS 35 Proposed New Erfnumber 3155 … 100mm DP C A T I 100mm DP SW CA TCH I PT 100mm DP C A CH PIT S W C T C H 100mm DP P I SW C A TCH I PT 100mm DP S W CT CH 100mm DP

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Stormwater connecting up & dischargeinto existing municipal connection

Stormwater connecting up & dischargeinto existing municipal connection

D2

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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

[email protected]#: 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

[email protected]#: 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

[email protected]#: 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

[email protected]#: 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