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DN 59 m² Refuse Area 6825 150 6445 230 1015 3500 1930 115 115 9510 230 9060 220 CARBIS ROAD ROSEVEARE ROAD New Student Housing Development N ROSEVEARE ROAD SCHEDULE OF RIGHTS PROPERTY DESCRIPTION ERF 498 PIETERMARITZBURG TOTAL SITE AREA: 5147m² ZONING INFORMATION TOWN PLANNING SCHEME: PIETERMARITZBURG TOWN PLANNING SCHEME AMMENDMENT SCHEME: USE ZONE: STUDENT VILLAGE ANNEXURE NO.: DEVELOPMENT CONTROL MEASURES HEIGHT: Permissible: No restriction Actual: 4 Storeys COVERAGE: Permissible: 70% Actual: 63% (3243m²) FAR: Permissible: 1.0 Actual: 1,4 GBA: 10 589m² PARKING SCHEDULE PARKING 42 Bays including 1 disabled @ 1/15.83 beds 5 Motorbike bays @ 1/42 Beds BED COUNT BEDS PROVIDED 450 ROOMS SINGLE ROOMS 115 DOUBLE ROOMS 335 TOTAL ROOM COUNT 450 PODS (UNITS) 8 BED PODS 55 5 BED PODS 1 TOTAL NUMBER OF PODS 56 NEW SEWER PIPE LEGEND NEW WATER PIPE Assumed Connection Point CARBIS ROAD ROSEVEARE ROAD Assumed Connection Point N EXISTING HERITAGE HOUSE BLOCK D BLOCK A BLOCK B BLOCK C BLOCK E VEHICULAR ENTRANCE/EXIT NEW CLEARVU FENCE NEW CLEARVU FENCE 60.82 m SITE BOUNDARY 84.53 m SITE BOUNDARY NEW CLEARVU FENCE 60.97 m SITE BOUNDARY EXISTING TREE NEIGHBOURING PLOT Ptn 51(of 30) NEIGHBOURING PLOT Ptn 34 (of 5) NEIGHBOURING PLOT Ptn 49 (of 24) Rem of Ptn 3 (of 1) Rem of Ptn 4 (of 1) Erf 498 Ptn 68 EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE 60.82 m SITE BOUNDARY P1 P2 P3 P4 P5 P6 P8 P9 P10 P12 P11 P13 P14 P15 P16 P17 P19 P18 P20 P21 P22 P24 P26 P23 P27 P28 P29 P30 P31 P32 P33 P40 P41 P42 3115 3000 2000 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING 2000 3160 3030 1615 Project No. Scale Drawing Drawing No. Revision No. Size Drawn Project Client Landscape Architect Interior Designer Electrical Engineer Civil Engineer Mechanical Engineer Quantity Surveyor Structural Engineer Project Manager Consultants NOTES REVISIONS Date & Time printed: Key Plan Signatures: Engineer: Wet & Fire Services Engineer Lighting Specialist Signatures: Architect: GENERAL: 1.ALL WORK TO BE DONE IN ACCORDANCE WITH SANS 10400 2.SANS 10400 TO BE SATISFIED PER MEANS SPECIFIED IN SCHEDULE A AND B, SANS 10400 - A: FORM 1. 3.DO NOT SCALE, REFER ONLY TO FIGURED DIMENSIONS. 4.ALL LEVELS, DIMENSIONS, GRADIENTS AND STEPS TO BE CHECKED ON SITE PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. STRUCTURAL DESIGN: 1.STRUCTURAL SYSTEM ACCORDING TO STRUCTURAL ENGINEER ’ S DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 1 2.ALL CONCRETE COLUMNS, FOUNDATIONS, BEAMS, LINTELS, WALLS, FLAT - , COFFERED, OR POST - TENSIONED SLABS, STRUCTURAL STEEL AND/OR TIMBER STRUCTURE, AND ALL SUSPENDED STAIRWAYS WHICHEVER MAY BE APPLICABLE, ACCORDING TO STRUCTURAL ENGINEER ’ S DESIGN. 3.IF NO STRUCTURAL ENGINEER HAS BEEN APPOINTED ACCORDING TO FORM 1 THE STRUCTURAL SYSTEM TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 PARTS H,J,K,L,M or N AND IN THE CASE OF TIMBER BUILDINGS WITH SANS 10082. SITE OPERATIONS: 1.PROVISION OF SANITARY FACILITIES DURING CONSTRUCTION TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 - D. SUBMIT PROPOSAL TO THE ARCHITECT FOR APPROVAL. FOUNDATIONS: ALL FOUNDATIONS ACCORDING TO STRUCTURAL ENGINEER ’ S DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 1. ALL DEEP FOOTINGS, SOIL RAFTS COMPACTION AND SUB - SURFACE DRAINAGE ACCORDING TO CIVIL ENGINEER ’ S DETAILS UNLESS OTHERWISE SPECIFIED IN FORM 1. FLOORS: 1.FLOORS TO COMPLY WITH SANS 10400 - J UNLESS OTHERWISE SPECIFIED IN FORM 1. 2.SLABS AND FLOORS IN STRUCTURAL CONCRETE (min 75mm DEEP) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS 3. DAMP PROOF MEMBRANES OF 250 MICRON UNDER ALL EARTH - SUPPORTED FLOORS UNLESS OTHERWISE SPECIFIED ELSEWHERE. WALLS: 1.STRUCTURAL STRENGTH AND STABILITY OF WALLS TO STRUCTURAL ENGINEER ’ S APPROVAL UNLESS OTHERWISE SPECIFIED IN FORM 1 2.ALL CLAY MASONRY OR CONCRETE BLOCK WALLS TO BE CONSTRUCTED IN STANDARD SIZE CLAY BRICKS OR STANDARD SIZE CONCRETE BLOCKS. 3.WATER PENETRATION THROUGH WALLS TO COMPLY WITH SANS THE DETAIL REQUIREMENTS OF 10400 - K. DPC'S, VERTICAL AND HORIZONTAL, TO ALL OPENINGS. 4.WALL THICKNESS OF 110mm INTERNALLY OR 280mm EXTERNALLY UNLESS OTHERWISE FIGURED. ROOFS: 1.ROOF COVERINGS,WATERPROOFING SYSTEMS, AND FLAT ROOFS,GUTTERS AND DOWN PIPES TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 - L AND SANS 10400 - R UNLESS OTHERWISE SPECIFIED FORM 1 2.FIRE RESISTANCE AND COMBUSTIBILITY OF ROOF AND CEILING ASSEMBLY TO COMPLY WITH FIRE ENGINEER ’ S REQUIREMENTS UNLESS OTHERWISE SPECIFIED IN FORM 1. GLAZING: 1. GLAZING TO COMPLY WITH SANS 10400 - N. 2. GLAZING TO DOORS AND WINDOWS IN EXCESS OF 1 METER SQUARE OR LESS THAN 500mm ABOVE FFL TO BE SAFETY GLAZING IN ACCORDANCE WITH BUILDING REGULATIONS HEALTH & PUBLIC SAFETY: 1.CHANGES IN LEVEL, RAMPS AND DRIVEWAYS, AND ACCESS TO SWIMMING POOLS TO COMPLY WITH SANS THE DETAIL REQUIREMENTS OF SANS 10400 - D UNLESS OTHERWISE SPECIFIED IN FORM 1 2.STOREROOMS & DISCONNECTING LOBBIES TO ALL TOILETS TO BE INDEPENDENTLY AND ADEQUATELY LIT & VENTILATED IN COMPLIANCE WITH SANS 10400 - O. 3.THE MEANS FOR PROVIDING FACILITIES FOR PEOPLE WITH DISABILITIES IS IN ACCORDANCE WITH SANS 10400 - S UNLESS OTHERWISE SPECIFIED IN FORM 1 DRAINAGE & STORMWATER: 1.DRAINAGE SYSTEM TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 - P UNLESS OTHERWISE SPECIFIED IN FORM 1. 2.STORMWATER DISPOSAL TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 - R UNLESS OTHERWISE SPECIFIED IN FORM 1. FIRE PROTECTION: 1.ALL FIRE EQUIPMENT, POSITIONING AND PROTECTION TO BE IN ACCORDANCE WITH THE FIRE ENGINEER's DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 1. 2.ACCESS AND ESCAPE DOORS ON ANY EMERGENCY ROUTE MAY ONLY BE FITTED WITH LOCKING DEVICES APPROVED BY LOCAL AUTHORITY. 3.STRUCTURAL ELEMENTS & COMPONENTS TO COMPLY WITH T4.7 MATERIALS AND FINISHES: 1.MATERIALS AND FINISHES AS INDICATED ON THE DRAWINGS, MATERIAL NOTES AND/OR FINISHES SCHEDULES 2.MASONARY WALLS TO BE PLASTERED AND PAINTED UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 1. The design on this drawing is copyright and remains the property of SVA International (Pty) Ltd. Reg. No 2011/137280/07 2. All work to be carried out in strict accordance with local authority requirements, National Building Regulations, and the S.A.B.S.standards. 3. This drawing may not be scaled. Only figured dimensions and levels may be used. 4. All relevant details, levels, and dimensions must be checked on site before commencement of work. Any discrepancies to be reported to the Architects office immediately SDP Date As indicated 2020/10/05 16:11:19 A BIM 360://Roseveare Student Village/2020-09-15 Roseveare 5F .rvt 50759 - 00 A - LU(02)1000 TM SDP - Site Plan Roseveare Student Village Owner 71 Waterkant St, 2nd Floor Cape Waters Building, Cape Town, 8001 P.O. Box 1738, Cape Town, 8000 Tel +27 21 4214276 | Fax +27 21 425 1119 | email: [email protected] 07/09/13 A0 1 : 100 Refuse Area - SDP 2 1 : 1000 Micro Site Plan - SDP 3 CIRCULATION Johannesburg Roads Agency (JRA) Johannesburg Water (Pty) Ltd City Parks & Urban Conservation City Power Fire Department Land Use Management Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Pikitup Environmental Management Transportation Environmental Health Other (if required) Building Control Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Date: ...../...../.......... Refuse Volume = f(g) x FA/100m²= m³/week F(g)= (generation factor for Shops - m³/100m²/Week) FA = Floor Area Refuse Volume= x /100m² = x 4 240 litre bins = 1m³ RCR=240 Ltr wheeled bins =0.24m³ /week x 4 bins/m³ = Bins/Week Area required for refuse (Bins only) = Provision of Refuse Compactor - Disposal cost factor - 17% ( 1/6= 0.166666) Bins/Week x 17%= Area required for refuse Area required for refuse (With compactor) = Area provided for refuse = REFUSE AREA CALCULATION / Flats 10.355475 10.355475m³ 41 41 m² 7 m² 0.1425m³ 7267 m² 59 m² 1 : 200 Site Plan - SDP 1 Rev Date Issued by Description A 2020-10-05 TM Issued for SDP Information Area Schedule (FLOOR AREA RATIO (FAR)) Level Name Area Not Placed HW Tank Room 0 m² 00 Ground Level DB 11 m² 00 Ground Level Duct 33 m² 00 Ground Level Electrical room 54 m² 00 Ground Level Ground Floor 1771 m² 00 Ground Level HW Tank Room 100 m² 00 Ground Level Lift Lobby 19 m² 00 Ground Level Lifts 14 m² 00 Ground Level Stairs 108 m² 01 First Level DB 11 m² 01 First Level Duct 13 m² 01 First Level First Floor 1857 m² 01 First Level Lift Lobby 21 m² 02 Second Level DB 11 m² 02 Second Level Duct 15 m² 02 Second Level Lift Lobby 21 m² 02 Second Level Second Floor 2034 m² 03 Third Level DB 11 m² 03 Third Level Duct 16 m² 03 Third Level Lift Lobby 21 m² 03 Third Level Third Floor 1933 m² Grand total 8074 m² NOTE : BUILDING LINES TO BE CONFIRMED BY LAND SURVEYOR NOTE : Total FAR = Total Floor Area subtract 10% (for service areas) = 7267m 2
Transcript of C:Users errenceDocumentsXrev Transmit 0-09-15 Roseveare 5F ...
DN
59 m²Refuse Area
6825
150 6445 230
1015 3500 1930 115 115
9510
230
9060
220
CARBIS ROAD
ROSEVEARE ROAD
New Student HousingDevelopment
N
RO
SE
VE
AR
E R
OA
D
SCHEDULE OF RIGHTS
PROPERTY DESCRIPTION
ERF 498 PIETERMARITZBURGTOTAL SITE AREA: 5147m²
ZONING INFORMATION
TOWN PLANNING SCHEME: PIETERMARITZBURG TOWN PLANNING SCHEMEAMMENDMENT SCHEME:USE ZONE: STUDENT VILLAGEANNEXURE NO.:
DEVELOPMENT CONTROL MEASURES
HEIGHT: Permissible: No restrictionActual: 4 Storeys
COVERAGE: Permissible: 70%Actual: 63% (3243m²)
FAR: Permissible: 1.0Actual: 1,4
GBA: 10 589m²
PARKING SCHEDULE
PARKING 42 Bays including 1 disabled @ 1/15.83 beds 5 Motorbike bays @ 1/42 Beds
BED COUNT
BEDS PROVIDED 450
ROOMS
SINGLE ROOMS 115DOUBLE ROOMS 335TOTAL ROOM COUNT 450
PODS (UNITS)
8 BED PODS 555 BED PODS 1TOTAL NUMBER OF PODS 56
NEW SEWER PIPE
LEGEND
NEW WATER PIPE
Assumed Connection Point
CARBIS ROAD
ROSEVEARE ROAD
Assumed Connection Point
N
EXISTING HERITAGE HOUSE
BLOCK D
BLOCK A
BLOCK B
BLOCK C BLOCK E
VEHICULAR ENTRANCE/EXIT
NEW CLEARVU FENCE NEW CLEARVU FENCE
60
.82
m
SIT
E B
OU
ND
AR
Y
84.53 m
SITE BOUNDARY NEW CLEARVU FENCE
60
.97
m
SIT
E B
OU
ND
AR
Y
EXISTING TREE
NEIGHBOURING PLOTPtn 51(of 30)
NEIGHBOURING PLOTPtn 34 (of 5)
NEIGHBOURING PLOTPtn 49 (of 24)
Rem of Ptn 3 (of 1)
Rem ofPtn 4 (of 1)
Erf 498Ptn 68
EXISTING TREEEXISTING TREE
EXISTING TREEEXISTING TREE
EXISTING TREE
EXISTING TREE
EXISTING TREE
EXISTING TREE
EXISTING TREE EXISTING TREE EXISTING TREE EXISTING TREE
60
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ND
AR
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P1
P2
P3
P4P5P6P8P9P10P12 P11P13P14
P15
P16
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P19P18 P20 P21 P22 P24 P26P23 P27 P28 P29 P30 P31 P32 P33 P40 P41 P42
3115
3000
2000
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ILD
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EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
2000
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3030
1615
Project No.
Scale
Drawing
Drawing No. Revision No.
Size Drawn
Project
Client
Landscape Architect
Interior Designer
Electrical Engineer
Civil Engineer
Mechanical Engineer
Quantity Surveyor
Structural Engineer
Project Manager
Consultants
NOTES
REVISIONS
Dat
e &
Tim
e pr
inte
d:
Key Plan
Signatures:
Engineer:
Wet & Fire Services Engineer
Lighting Specialist
Signatures:
Architect:
GENERAL:1.ALL WORK TO BE DONE IN ACCORDANCE WITH SANS 10400 2.SANS 10400 TO BE SATISFIED PER MEANS SPECIFIED IN SCHEDULE A AND B, SANS 10400-A: FORM 1. 3.DO NOT SCALE, REFER ONLY TO FIGURED DIMENSIONS. 4.ALL LEVELS, DIMENSIONS, GRADIENTS AND STEPS TO BE CHECKED ON SITE PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT IMMEDIATELY.STRUCTURAL DESIGN:1.STRUCTURAL SYSTEM ACCORDING TO STRUCTURAL ENGINEER’S DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 12.ALL CONCRETE COLUMNS, FOUNDATIONS, BEAMS, LINTELS, WALLS, FLAT -, COFFERED, OR POST-TENSIONED SLABS, STRUCTURAL STEEL AND/OR TIMBER STRUCTURE, AND ALL SUSPENDED STAIRWAYS WHICHEVER MAY BE APPLICABLE, ACCORDING TO STRUCTURAL ENGINEER’S DESIGN.3.IF NO STRUCTURAL ENGINEER HAS BEEN APPOINTED ACCORDING TO FORM 1 THE STRUCTURAL SYSTEM TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400 PARTS H,J,K,L,M or N AND IN THE CASE OF TIMBER BUILDINGS WITH SANS 10082.SITE OPERATIONS:1.PROVISION OF SANITARY FACILITIES DURING CONSTRUCTION TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400-D. SUBMIT PROPOSAL TO THE ARCHITECT FOR APPROVAL.FOUNDATIONS:ALL FOUNDATIONS ACCORDING TO STRUCTURAL ENGINEER’S DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 1. ALL DEEP FOOTINGS, SOIL RAFTS COMPACTION AND SUB-SURFACE DRAINAGE ACCORDING TO CIVIL ENGINEER’S DETAILS UNLESS OTHERWISE SPECIFIED IN FORM 1.FLOORS:1.FLOORS TO COMPLY WITH SANS 10400-J UNLESS OTHERWISE SPECIFIED IN FORM 1.2.SLABS AND FLOORS IN STRUCTURAL CONCRETE (min 75mm DEEP) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS3. DAMP PROOF MEMBRANES OF 250 MICRON UNDER ALL EARTH-SUPPORTED FLOORS UNLESS OTHERWISE SPECIFIED ELSEWHERE.WALLS: 1.STRUCTURAL STRENGTH AND STABILITY OF WALLS TO STRUCTURAL ENGINEER’S APPROVAL UNLESS OTHERWISE SPECIFIED IN FORM 1 2.ALL CLAY MASONRY OR CONCRETE BLOCK WALLS TO BE CONSTRUCTED IN STANDARD SIZE CLAY BRICKS OR STANDARD SIZE CONCRETE BLOCKS. 3.WATER PENETRATION THROUGH WALLS TO COMPLY WITH SANS THE DETAIL REQUIREMENTS OF 10400-K. DPC'S, VERTICAL AND HORIZONTAL, TO ALL OPENINGS.4.WALL THICKNESS OF 110mm INTERNALLY OR 280mm EXTERNALLY UNLESS OTHERWISE FIGURED.ROOFS:1.ROOF COVERINGS,WATERPROOFING SYSTEMS, AND FLAT ROOFS,GUTTERS AND DOWN PIPES TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400-L AND SANS 10400-R UNLESS OTHERWISE SPECIFIED FORM 12.FIRE RESISTANCE AND COMBUSTIBILITY OF ROOF AND CEILING ASSEMBLY TO COMPLY WITH FIRE ENGINEER’S REQUIREMENTS UNLESS OTHERWISE SPECIFIED IN FORM 1.GLAZING:1. GLAZING TO COMPLY WITH SANS 10400-N. 2. GLAZING TO DOORS AND WINDOWS IN EXCESS OF 1 METER SQUARE OR LESS THAN 500mm ABOVE FFL TO BE SAFETY GLAZING IN ACCORDANCE WITH BUILDING REGULATIONSHEALTH & PUBLIC SAFETY:1.CHANGES IN LEVEL, RAMPS AND DRIVEWAYS, AND ACCESS TO SWIMMING POOLS TO COMPLY WITH SANS THE DETAIL REQUIREMENTS OF SANS 10400-D UNLESS OTHERWISE SPECIFIED IN FORM 12.STOREROOMS & DISCONNECTING LOBBIES TO ALL TOILETS TO BE INDEPENDENTLY AND ADEQUATELY LIT & VENTILATED IN COMPLIANCE WITH SANS 10400-O.3.THE MEANS FOR PROVIDING FACILITIES FOR PEOPLE WITH DISABILITIES IS IN ACCORDANCE WITH SANS 10400-S UNLESS OTHERWISE SPECIFIED IN FORM 1DRAINAGE & STORMWATER:1.DRAINAGE SYSTEM TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400-P UNLESS OTHERWISE SPECIFIED IN FORM 1.2.STORMWATER DISPOSAL TO COMPLY WITH THE DETAIL REQUIREMENTS OF SANS 10400-R UNLESS OTHERWISE SPECIFIED IN FORM 1.FIRE PROTECTION:1.ALL FIRE EQUIPMENT, POSITIONING AND PROTECTION TO BE IN ACCORDANCE WITH THE FIRE ENGINEER's DESIGN UNLESS OTHERWISE SPECIFIED IN FORM 1.2.ACCESS AND ESCAPE DOORS ON ANY EMERGENCY ROUTE MAY ONLY BE FITTED WITH LOCKING DEVICES APPROVED BY LOCAL AUTHORITY.3.STRUCTURAL ELEMENTS & COMPONENTS TO COMPLY WITH T4.7MATERIALS AND FINISHES:1.MATERIALS AND FINISHES AS INDICATED ON THE DRAWINGS, MATERIAL NOTES AND/OR FINISHES SCHEDULES2.MASONARY WALLS TO BE PLASTERED AND PAINTED UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.
1. The design on this drawing is copyright and remains the property of SVA International (Pty) Ltd. Reg. No 2011/137280/07
2. All work to be carried out in strict accordance with local authority requirements, National Building Regulations, and the S.A.B.S.standards.
3. This drawing may not be scaled. Only figured dimensions and levels may be used.4. All relevant details, levels, and dimensions must be checked on site before
commencement of work. Any discrepancies to be reported to the Architects office immediately
SDP
Date
As indicated
2020
/10/0
5 1
6:1
1:1
9
A
BIM 360://Roseveare Student Village/2020-09-15 Roseveare 5F .rvt
50759-00 A-LU(02)1000
TM
SDP - Site Plan
Roseveare Student Village
Owner
71 Waterkant St,2nd Floor Cape Waters Building, Cape Town, 8001
P.O. Box 1738, Cape Town, 8000Tel +27 21 4214276 | Fax +27 21 425 1119 |
email: [email protected]
07/09/13A0
1 : 100
Refuse Area - SDP2
1 : 1000
Micro Site Plan - SDP3
CIRCULATION
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Date: ...../...../..........
Date: ...../...../..........
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Date: ...../...../..........
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Refuse Volume = f(g) x FA/100m²= m³/weekF(g)= (generation factor for Shops-m³/100m²/Week)FA = Floor Area
Refuse Volume= x /100m² = x 4 240 litre bins = 1m³RCR=240 Ltr wheeled bins =0.24m³ /week x 4 bins/m³ = Bins/Week
Area required for refuse (Bins only) =
Provision of Refuse Compactor-Disposal cost factor-17% ( 1/6= 0.166666)
Bins/Week x 17%= Area required for refuse
Area required for refuse (With compactor) =
Area provided for refuse =
REFUSE AREA CALCULATION / Flats
10.355475
10.355475m³
41
41 m²
7 m²
0.1425m³ 7267 m²
59 m²
1 : 200
Site Plan - SDP1
Rev Date Issued by Description
A 2020-10-05 TM Issued for SDP Information
Area Schedule (FLOOR AREA RATIO (FAR))
Level Name Area
Not Placed HW Tank Room 0 m²
00 Ground Level DB 11 m²
00 Ground Level Duct 33 m²
00 Ground Level Electrical room 54 m²
00 Ground Level Ground Floor 1771 m²
00 Ground Level HW Tank Room 100 m²
00 Ground Level Lift Lobby 19 m²
00 Ground Level Lifts 14 m²
00 Ground Level Stairs 108 m²
01 First Level DB 11 m²
01 First Level Duct 13 m²
01 First Level First Floor 1857 m²
01 First Level Lift Lobby 21 m²
02 Second Level DB 11 m²
02 Second Level Duct 15 m²
02 Second Level Lift Lobby 21 m²
02 Second Level Second Floor 2034 m²
03 Third Level DB 11 m²
03 Third Level Duct 16 m²
03 Third Level Lift Lobby 21 m²
03 Third Level Third Floor 1933 m²
Grand total 8074 m²
NOTE : BUILDING LINES TO BE CONFIRMED BY LAND SURVEYOR
NOTE : Total FAR = Total Floor Area subtract 10% (for service areas) = 7267m2
