Upload
others
View
5
Download
3
Embed Size (px)
Citation preview
NOTES
Classification H3 Climatic Zone 5
PART A: GERNERAL PRINCIPALS & REQUIREMENTS
1. All Planning, Designing & Supervision of Erection of the Building to
be Undertaken by a Registered Professional & is Subject to any
laws pertaining to the Architectural Profession Act 2000 (Act 44 of
2000), as per SANS 10400 Part A Section A1(1)
2. All structural work to be approved & signed off by a professional
Engineer in accordance with SANS 10400 Part A Section A1(3)
3. Building Work is only to Commence on Approval by the
Relevant Building Control Officer as per SANS 10400 Part A
Section A1(5)
4. All Plans to be Submitted to Local Authority in Accordance with
SANS 10400 Part A Section A2 & are to be Aligned with SANS
10400 Part A Section A5, A6, A7, & A8
5. All Additional Information Required by the Local Authority, to be
Submitted in Accordance with SANS 10400 Part A Section A4
6. All Building Materials & Tests Conducted to Materials are to be
Approved by a Recognised Body, Certified by the SANAS, & are
to Satisfy the Requirements of Building Material Standards Set as
per SANS 10400 Part A Section A13
7. Structural Systems of any Building are not to be Compromised at
any Stage of Construction as per SANS 10400 Part A Section
A14(2), any Concerns or Queries to be Directed to the
Architect/Eng. Immediately
8. All Plumbing Work to be Carried out by an Approved Plumber in
Accordance with SANS 10400 Part A Section A18
9. Notice of Intention to Commence Erection or Demolition of a
Building, & Notices of Inspection are to be Submitted to the Local
Authority in Accordance with SANS10400 Part A Section A22
10. Whereby any Persons is Found to Deviate from the Approved
Plans & Disregard the Application of SANS 10400 Shall be Subject
to any Actions taken by the Local Authority or Enforcement Officer
as per SANS 10400 Part A Section A25
11. The Appointed Builder Shall be a Registered Competent Builder in
Accordance with the Housing Consumers Protection Act, 1998, as
per SANS 10400 Part A Section B4
PART B: STRUCTURAL DESIGN
1. All Structural Systems/Elements to be Designed & Approved by
Architect & Engineer Prior to Commencement of Works
2. All Works in Relation to Structural Systems/Elements Shall
Comply with SANS 10400 Part B Section B1
3. The Design of all Structural Systems Shall be in Accordance with
SABS 0160 (for Loading), SABS 0100 (for Structural Concrete),
SANS 0104 (for handrails), SABS 0137 (for Glazing), SABS 0161
(for Foundations), SABS 0162 (for Structural Steel), SABS 0163
(for Structural Timber), & SABS 0164 (for Structural Masonry) as
per SANS 10400 Part B Section BB2
4. All Rational Design of a Structural System is to be Done or
Checked by a Professional Eng. as per SANS 10400 Part B
Section BB4.1
5. Professional Engineer Appointed to the Job is to carry out
Inspections at Intervals of the Building Process to Confirm the
Implementation of Approved Structural System Designs & Supply
the Local Authority with a Certificate to this Affect as per SANS
10400 Part B Section BB4.2
PART C: DIMENSIONS
1. New Ceiling Heights will be more than 2,4m AFFL in any
Habitable Room & More than 2,1m AFFL in any Bathroom, Laundry
or Room Containing a Toilet Pan, as per SANS 10400 Part C
Section 4.3.1 with Reference to Table 2
PART K: WALLS
1. Walls are to Satisfy, where Relevant, SANS 10400 Part K Sections
4.2, 4.4, 4.5 & 4.6 as Depicted in the Plans or otherwise Noted
below, as per SANS 10400 Part K Section 4.1(b)
2. Hollow & Solid Masonry Units, in a Single Story Building, or the
Upper Floor of a Double Story Unit, are to have an Average
Compressive Strength of no Less the 3,0 MPa & 4,0 MPa
Respectively, as per SANS 10400 Part K Section 4.2.1.1(a)(4)
3. Mortar is to be Class II Mortar in Compliance with SANS
2001-CM1, as per SANS 10400 Part K Section 4.2.1.1(a)(5),
4.2.1.1(b)8) & 4.2.1.1(d)(2)
4. Where Free Standing, Retaining, Parapet & Balustrade Walls are
Constructed of Hollow & Masonry Units, the Average Compressive
Strength Shall be not Less than 3,0 MPa & 5,0 MPa Respectively,
as per SANS 10400 Part K Section 4.2.1.1(d)(1)
5. Construction of all Walls to Comply with SANS2001-CM1. Rod
Reinforcement Shall Comprise Hard-Drawn Wires that have a
Proof Stress of 485MPa, as per SANS 10400 Part K Section
4.2.1.2
6. Metal Wall Ties are to have a Min. Thickness of Galvanizing of 750
g/m², as per SANS 10400 Part K Section 4.2.1.4(a)
7. New Precast Prestressed Conc. Lintels Over Openings are to be
Designed & Approved by Professional Eng.
8. Timber Roof Trusses are to be Fixed to Walls by Means of
30mmX1,2mm Galv. Steel Straps as per SANS 10400 Part K
Section 4.2.11.1(b)
PART L: ROOFS
1. Roofs are to Satisfy, where Relevant, SANS 10400 Part L Sections
4.2, 4.3 & 4.4 as Depicted in the Plans
PART M: STAIRS
1. Stairs & Balustrades are to Satisfy, where Relevant, SANS 10400
Part M Sections 4.1, 4.2, 4.3 & 4.4 as Depicted in Plans
PART N: GLAZING
1. Type & Thickness of Glazing is to be as Stated on the Door &
Window Schedule in Compliance with SANS 10400 Part N Section
4.2.3(a) & (b)
PART O: LIGHTING & VENTILATION
1. Lighting & Ventilation are to Satisfy, where Relevant, SANS 10400
Part O Sections 4.2 & 4.3 as Depicted in the Plans or otherwise
Noted below, as per SANS 10400 Part O Section 4.1.1 & 4.1.2(a)
2. Natural Lighting Shall be Supplied to Any Habitable Room by
means of One or More Openings Amounting to not be Less than
5% of the Floor Area of the Room, as per SANS 10400 Part O
Section 4.2.1.1.3(a)
3. Natural Ventilation Shall be Supplied to Any Habitable Room by
means of One or More Openings, on an External Wall, Amounting
to not be Less than 5% of the Floor Area of the Room, as per
SANS 10400 Part O Section 4.3.1.1.3, or 0,1m² for Category 1
Buildings, as per SANS 10400 Part O Section 4.3.1.1.3(a), Which
Ever is the Greater Amount
PART P: DRAINAGE
1. Drainage Layouts are to Satisfy, where Relevant, SANS 10400
Part P Sections 4.2 to 4.27 as Depicted in the Plans or otherwise
Noted below, as per SANS 10400 Part P Section 4.1(a)
2. All Drainage Installation, any Type of Joint between Pipes or
Between Pipes & Fittings are to be Watertight as per SANS 10400
Part P Section 4.2(b) & be able to Withstand an Internal Water
Pressure of 50kPa & External Water Pressure of 30kPa without
Leaking, as per SANS 10400 Part P Section 4.2(c)
3. Water Supply Outlets to any Waste Fixture Shall be Situated not
Less than 20mm Above Flood-Level Rim of Such Fixture, as per
SANS 10400 Part P Section 4.3.1.2
4. Septic Tanks are to be Rationally Designed by a Competent
Person, as per SANS 10400 Part P Section 4.8.2(d)(2)
5. A Certified Plumber is to be Appointed to Implement all Plumbing
Installations & Shall Provide a Certificate to the Local Authority
Approving Such Installation
PART Q: NON-WATER-BORNE MEANS OF SANITARY DISPOSAL
1. N/A
PART R: STORMWATER DISPOSAL
1. Stormwater Layouts are to Satisfy SANS 10400 Part R Sections
R1(3)(a) by Means of a Rational Design by a Competent Eng. as
Depicted in the Plans
PART S: FACILITIES FOR PERSONS WITH DISABILITIES
1. N/A
PART T: FIRE PROTECTION
1. Fire Protection is to Satisfy, where Relevant, SANS 10400 Part T
Sections 4.2 to 4.59 as Depicted on the Plans or otherwise Noted
below, as per SANS 10400 Part T Section 4.1.1(a)(1) & (a)(2)
2. External Walls, Type FR, are to Have a Fire Resistance of 30min.
as per SANS 10400 Part T Section 4..2.1(a) With Reference to
Table 1
3. All Unprotected Steel & Timber Construction that Complies with
SANS10082, Shall have a Fire Resistance of 30min. as per SANS
10400 Part T Section 4.7.2(a) & (b)
4. All Tenancy Separating Elements are to have a Fire Resistance of
no Less than 60min. as per SANS 10400 Part T Section 4.8.1
5. All Partition Walls are to Have a Fire Rating of No Less than 30min.
as per SANS 10400 Part T Section 4.9.1(a)
6. Separating Elements, Wall & Floor, between any Garage not Large
Enough to be Classified as J4 & ANY Habitable Room Shall Have
a Fire Resistance of no Less that 30min. & the Wall Shall Extend to
the Underside of the Roof, as per SANS 10400 Part T Section
4.9.2(a)
7. No Combustible Roof Components Shall Penetrate the Separating
Element Dividing the Space between the Garage & the Habitable
Room, as per SANS 10400 Part T Section 4.9.2(c)
8. Openings in External Walls of any Divisions that are Less than 1m
Apart Horizontally/Vertically from an Opening in Another Division, a
500mm Projection from the Wall Shall be Provided and Will have a
Fire Resistance of No Less than 15min. as per SANS 10400 Part T
Section 4.10.1
9. Proposed Roof Shall have a Fire Resistance of Not Less than
60min. as per SANS 10400 Part T Section 4.12.1.1
10. Classification H3 are to be Supplied with 1X4,5kg Portable Fire
Extinguisher per Every 400sqm. of Floor Space Provided as per
SANS 10400 Part T Section 4.37.1 with Reference to Table 11
GENERAL
1. All work to be in Accordance & Comply with the NBR, SANS 204
& SANS 10400 Standards & Specifications
2. All Dimensions & Levels to be Checked on Site Prior to Construction
3. Drawings Not to be Scaled
4. All Structural Work, Demolition & Proposed, to be Discussed on Site
with Contractor, Engineer & Architect Present Prior to
Commencement.
5. All Works to be Approved by Engineer & Architect Prior to
Commencement.
4. Architect to be Notified Timeously of any Discrepencies.
ENERGY EFFICIENCY IN BUILDINGS
SITE ORIENTATION
1. Site Layout to Enable Building to be Designed for Optimal
Orientation as per SANS 204 Section 4.1
BUILDING ORIENTATION
2. Building to be Orientated towards Approximately True North or
Orientated to Achieve the Lowest Net Energy Use as per SANS 204
Section 4.2
BUILDING DESIGN
External Walls
3. External Masonry Walls to Comply with Min. CR-value Specified in
Table 3 as per SANS 204 Section 4.3.3.1
Table 3: Min. CR-value, in hrs, for External Walling
Min. CR-value = 60hrs
Table 4: Typical CR-values
Dbl. Brick, with 50mm Cavity = 60hrs
or CR-value to be Provided in Accordance with Table 3 by Manufacturer
4. External Non-Masonry Walls to Comply with Min. CR-values of
Table 3 as per SANS 204 Section 4.3.3.2(a) & Achieve a Min.
R-value of 1,9 as per SANS 204 Section 4.3.3.2 (b)(2)
5. R-values to Comply with ASTM C 177, ASTM C 518 & ASTM C
1363 as per SANS 204 Section 4.3.3.2 (c)
FENESTRATION
as Provided in Attached Document
Natural Environmental Controls:
1. Aggregate Conductance & Solar Heat Gain (SHGC) of the Glazing
Shall not Exceed the Values Obtained through the Implementation
of Table 5 as per SANS 204 Section 4.3.4.1.2
2. Aggregate Conductance & SHGC of Glazing to be Calculated in
Accordance with SANS 204 Section 4.3.4.1.3
3. Worst-Case Whole Glazing Element Performance Values to be
Used in Calculations in Accordance with Table 6 or Provided by
Glazing Manufacturer as per SANS 204 Section 4.3.4.1.4
4. Aggregate Air-Conditioning Energy Value Attributable to the Value
Shall not Exceed the Allowance Obtained through the
Implementation of Table 7 as per SANS 204 Section 4.3.4.2.2
5. Aggregate Air Conditioning Energy Value to be Calculated in
Accordance with SANS 204 Section 4.3.4.2.3
SHADING
1. All Values Obtained from Shading Elements of Glazing Shall be in
Accordance with SANS 204 Section 4.3.5.1 (a)(1)(2), (b)(1)(2) &
Section 4.3.5.2
ROOF ASSEMBLIES
1. Roof Assemblies are to Achieve a Min. R-value of 2,7m²-K/W with a
Downward Heat Flow as per Table 8 in Accordance with SANS204
Section 4.3.6.1.1
PART D: PUBLIC SAFETY
1. All Balustrades or Walls Provided to Protect Against Change in Level
are to Comply with SANS 10400 Part B as per SANS 10400 Part D
Section 4.2.1
2. Any unprotected Change in Level that is 1m above the Adjacent
Floor Level will be Fitted with a Balustrade or Parapet Wall not Less
than 1m in Height, as per SANS 10400 Part D Section 4.2.2
3. Balustrades are not to have Openings that permit the Passage of a
100mm Dia. Ball, as per SANS 10400 Part D Section 4.2.4
4. Where there is a Pool a Wall, Fence or Enclosed Restricted Area
Shall be Provided by the Owner to Ensure that Access is Limited
through a Self-Closing, Self-Latching Gate, or through a Building as
per SANS 10400 Part D Section 4.4.1 & 4.4.2
5. Pool Fences are to be a Min. of 1,2m in Height & are not to have any
Openings that will allow the Passage of a 100mm Dia. Ball, as per
SANS 10400 Part D Section 4.4.3
6. Construction of any Steel Fence or Gate to Comply with SANS 1390,
as per SANS 10400 Part D Section 4.4.4
PART E: DEMOLITION WORK
1. All Demolition work to be Approved, in Writing, by the Local
Authority, as per SANS 10400 Part E Section E1(1)
2. Demolition Work to be in Accordance with all Safety Requirement
Standards &, if further Instructed by the Local Authority, are to
Comply herewith as per SANS 10400 Part E Section E1(2)(3)(4)
PART F: SITE OPERATIONS
1. Sanitary Facilities are to be Provided on Site, Maintained & Removed
in Accordance with SANS 10400 Part F Section 4.2.1 & Section
4.2.2 & SANS 10400 Part F Section F11
2. Soil Poisoning to be Implemented, where required, in Accordance
with SANS 10124 or Provide a suitable Termite Barrier/Management
Measures in Accordance with the Provisions of an Agrement
Certificate, as per SANS 10400 Part F Section 4.3 & SANS 10400
Part F Section F5
3. All Stormwater Disposal During the Construction Period to Comply
with SANS 10400 Part R, as per SANS 10400 Part F Section 4.4
4. Any Works of Demolition or Construction of a Building that could
cause Danger or Inconvenience to the Public, May Require a Fence,
Hoarding or Barricade to be Provided in Accordance with SANS
10400 Part F Section F1
5. Prior to Commencement of Building Work, the Area on which the
Building is to be Erected shall be Completely Cleared in Accordance
with SANS 10400 Part F Section F4(1)
6. All Sites that Face Water Hazards such as but not Restricted to,
Saturation or Water that Drains Naturally towards the Building, shall
be Provided with Drainage away from the Site through a Means of a
Safe Approved Manner, as per SANS 10400 Part F Section F4(2)
7. Precautions are to be Taken to Limit the Amount of Dust & Noise
Levels Arising from Construction that could Affect the Surrounding
Areas as Stated in Accordance with SANS 10400 Part F Section F6
8. All Waste Material on Site to be Adequately and Frequently
Removed as per SANS 10400 Part F Section F9
9. Builders Sheds on Site to be in Compliance with SANS 10400 Part F
Section F10
PART G: EXCAVATIONS
1. Temporary Excavations to Existing or New Work is to Comply with
the Safety Standards Set out in SANS 10400 Part G Section 4.2
PART H: FOUNDATIONS
1. Foundations are to be Designed & Constructed to Safely Transmit
all Loads of the Building to the Ground in Accordance with SANS
10400 Part H Section H1(1)
2. Foundations are to be be Rationally Designed in Accordance with
SANS 10400 Part B, as per SANS 10400 Part H Section HH1(b)
3. Foundations are to be Constructed in Concrete, Having a
Compressive Strength of not Less than 10 MPa at 28 Days, or be
Mixed to 1 Part Cement, 4 Parts Sand & 5 Parts Coarse
Aggregate, as per SANS 10400 Part H Section HH2.2
4. Continuous Strip Foundations are to be a Min. Thickness of 200m,
as per SANS 10400 Part H Section HH2.3
5. Continuous Strip Foundations are to be a Min. Width of 600mm for
Load Bearing Walls & Free Standing Walls, as per SANS 10400
Part H Section HH2.4(a).
6. Continuous Strip Foundations for Non Load Bearing Internal Walls
are to be a Min. Width of 400mm, as per SANS 10400 Part H
Section HH2.4(b)
PART H: FOUNDATIONS
1. Foundations are to be Designed & Constructed to Safely Transmit
all Loads of the Building to the Ground in Accordance with SANS
10400 Part H Section H1(1)
2. Foundations are to be be Rationally Designed in Accordance with
SANS 10400 Part B, as per SANS 10400 Part H Section HH1(b)
3. Foundations are to be Constructed in Concrete, Having a
Compressive Strength of not Less than 10 MPa at 28 Days, or be
Mixed to 1 Part Cement, 4 Parts Sand & 5 Parts Coarse
Aggregate, as per SANS 10400 Part H Section HH2.2
4. Continuous Strip Foundations are to be a Min. Thickness of 200m,
as per SANS 10400 Part H Section HH2.3
5. Continuous Strip Foundations are to be a Min. Width of 600mm for
Load Bearing Walls & Free Standing Walls, as per SANS 10400
Part H Section HH2.4(a).
6. Continuous Strip Foundations for Non Load Bearing Internal Walls
are to be a Min. Width of 400mm, as per SANS 10400 Part H
Section HH2.4(b)
PART J: FLOORS
1. All Floors in any Wetcore Service Rooms are to Contain Relevant
Water Proofing & Water Resistance in Compliance with SANS
10400 Part J Section 4.2, as per SANS 10400 Part J Section 4.1(a)
2. Slabs Supported by the Ground are to be Rationally Designed in
Accordance with SANS 10400 Part B, as per SANS 10400 Part J
Section 4.1(c)
3. Floors Supported by the Ground Shall be Designed by a
Competent Person in Accordance with SANS 10109-1, as per
SANS 10400 Part J Section 4.4.1(a)
4. Floors Supported by the Ground Shall not Exceed a Slope of more
the 4mm:1m as per SANS 10400 Part J Section 4.4.3
5. Polyolefin Underfloor Membranes to have a Min. Thickness of 250
um & Implemented in Accordance with SANS 10400 Part J Section
4.4.4
6. Filling Beneath Floors are to be Moistened before Application at a
Max. of 100mm Layers for Hand Compaction & 150mm Layers for
Compaction through Mechanical Means. Layers are to be
Compacted before the next Layer is Added, as per SANS 10400
Part J Section 4.4.6
7. All Fill Exceeding 400mm in Depth Shall be Designed & Inspected
by a Competent Person, as per SANS 10400 Part J Section 4.4.7
PART U: REFUSE DISPOSAL
1. N/A
PART V: SPACE HEATING
1. Space Heating is to Satisfy SANS 10400 Part V Sections 4.2 to 4.4
as Depicted on the Plans or otherwise Noted below, as per SANS
10400 Part V Section 4.1
2. Chimneys Shall be Designed & Erected from Non Combustible
Materials in a Manner that will Not Cause a Fire Hazard to
Adjacent Material, as per SANS 10400 Part V Section 4.3.1(a)
3. Combustible Materials, Such as Timber Floor Joists, Trimmer or
Roof Truss, Shall not be Built within 200mm of Either Side of the
Chimney, as per SANS 10400 Part V Section 4.3.1(c)
4. Every Fireplace Used for the Burning of Solid Fuel is to have a
Hearth Made of Non-Combustible Material of Adequate Thickness,
as per SANS 10400 Part V Section 4.4.1
5. Hearths Shall not Extend Less than 500mm in Front of The Grate
or Fire Basket & Not Less than 300mm Beyond Each Side of the
Grate or Fire Basket, as per SANS 10400 Part V Section 4.4.2
PART W: FIRE INSTALLATION
1. N/A
PART X: ENVIRONMENTAL SUSTAINABILITY
PART XA: ENERGY USAGE IN BUILDINGS
1. All Hot Water Service Pipes Shall be Clad With Insulation with a
Minimum R-Value in Accordance with Table 1, as per SANS 10400
Part X & Part XA Section 4.1.3, as Stated Below
Internal Diameter of Pipe Minimum R-Value
<80mm 1,00
>80mm 1,50
2. Energy Usage & Building Envelope Requirements are to be
Satisfied with Regards to the Requirements of SANS 204, as per
SANS 10400 Part X & Part XA Section 4.2.1(b)
3. External Non-Masonry Walls Shall Achieve a Minimum R-Value of
1,9 for Climatic Zone 5, as per SANS 10400 Part X & Part XA
Section 4.4.3.1
4. All External Masonry that does Not Consist of Double Skin
Masonry with No Cavity, Plastered Internally & Rendered
Externally, or Single Leaf Masonry Walls with a Nominal Wall
Thickness of 140mm (Excluding Plaster & Rendering), Plastered
Internally & Rendered Externally, as per SANS 10400 Part X & Part
XA Section 4.4.3.2(a) & (b), Shall Achieve a Minimum of R-Value
of 0,35 as per SANS 10400 Part X & Part XA Section 4.4.3.3
5. Fenestration Exceeds 15% of Nett Floor Area & Shall therefore to
Comply with the Fenestration Requirements of SANS 204, as per
SANS 10400 Part X & Part XA Section 4.4.4.2
6. Roof Assemblies are to Achieve a Min. Total R-Value of 2,7m²K/W
as per Table 7 of SANS 10400 Part X & Part XA Section 4.4.5.1
Metal Sheeting Roof Assemblies: Clay Tile Roof Assemblies:
Metal Sheeting = 0,36m²K/W Clay Tiles = 0.48m²K/W
Ceiling = 0,05m²K/W Ceiling = 0,05m²K/W
Insulation = 2,29m²K/W Insulation = 2.17m²K/W
TOTAL = 2,7m²K/W TOTAL = 2,7m²K/W
wc
6m Building Line
2m Building Line
5m
B
uilding Line
6m Building Line
2m Building Line
6m
B
uilding Line
7
4
,0
0
52,584m SITE BOUNDARY
52,584m SITE BOUNDARY
19,660m
S
IT
E B
OU
ND
AR
Y
19,660m
S
IT
E B
OU
ND
AR
Y
4,572m
W
ID
E LA
NE
SE
RV
IT
UD
E
RIV
ER
VIE
W R
OA
D
5,640m
W
ID
E S
IN
GLE
C
AR
RIA
GE
WA
Y
4,669m
W
ID
E LA
NE
SE
RV
IT
UD
E
7
6
,
0
0
7
2
,
0
0
7
0
,
0
0
6
8
,
0
0
6
6
,
0
0
6
6
,
0
0
6
8
,
0
0
7
0
,
0
0
7
2
,
0
0
7
4
,
0
0
7
6
,
0
0
69,19
A
75,33
B
71.56
C
69.79
D
66.28
E
7
2
,
0
0
7
2
,
0
0
7
0
,
0
0
7
0
,
0
0
70,00
7
0
,
0
0
6
8
,
0
0
4,669m
W
ID
E LA
NE
SE
RV
IT
UD
E
4,572m
W
ID
E LA
NE
SE
RV
IT
UD
E
ADJACENT
STRUCTURE
2,000m
P
ED
ES
TR
IA
N
PA
VE
ME
NT
2,000m
P
ED
ES
TR
IA
N
PA
VE
ME
NT
EX
. D
RIV
EW
AY
EN
T./E
XIT
EX. DRIVEWAY
1,800m LAWNED
VERGE
1,800m LAWNED
VERGE
Brick Pavers
EXISTING LANE
9,140m WIDE CARRIAGEWAY
1,500m
P
ED
ES
TR
IA
N
PA
VE
ME
NT
1,500m
P
ED
ES
TR
IA
N
PA
VE
ME
NT
EX. COVERED
PATIO ROOF
EX. POOL
EX. OUTDOOR
LIVING
LIN
E O
F U
NIT
1
4B
GR
OU
ND
F
LO
OR
LIN
E O
F U
NIT
1
4A
GR
OU
ND
F
LO
OR
Ex. Stair
UP
Ex. Stair
UP
EX
. C
OV
ER
ED
PA
TIO
R
OO
F
EX. COVERED
PATIO ROOF
UNIT 14A
SECTIONAL TITLE
DWELLING
EX. POOL
EX
. R
AIS
ED
P
LA
NT
ER
EX
. R
AIS
ED
P
LA
NT
ER
EX. PLANTER
wc
whb
whb
70,695 FFL
A
A
B
B
Ex. Pool
Pump
Prop. New Portable
Braai Area
EX. ROOF OVER
EX
. R
OO
F O
VE
R
LIN
E O
F U
NIT
1
4B
GR
OU
ND
F
LO
OR
LIN
E O
F U
NIT
1
4A
GR
OU
ND
F
LO
OR
LIN
E O
F U
NIT
1
4B
FIR
ST
F
LO
OR
LIN
E O
F U
NIT
1
4A
FIR
ST
F
LO
OR
LIN
E O
F U
NIT
1
4B
FIR
ST
F
LO
OR
LIN
E O
F U
NIT
1
4A
FIR
ST
F
LO
OR
PROPOSED ADD. & ALT.
TO 14B SECTIONAL
TITLE DWELLING
bath
bath bath
wc
whb
wc
wc
whb
shw
shw
shw
wc
whb
whb
PR
OP
OS
ED
N
EW
O
UT
DO
OR
BA
R A
RE
A B
ELO
W
PR
OP
OS
ED
N
EW
P
ER
GO
LA
PR
OP
OS
ED
NE
W R
OO
F
EX. UNIT 14B DBL.
GARAGE ROOF
EX. UNIT 14A DBL.
GARAGE ROOF
Line of W
all B
elow
EX. OUTDOOR
PATIO
PR
OP
OS
ED
N
EW
LA
ND
SC
AP
ED
W
AL
KW
AY
ERF 276 OF
DURBAN
PORTION 9 OF
ERF 276 OF DURBAN
PORTION 15 OF
ERF 276 OF DURBAN
PO
RT
IO
N 4 O
F
ER
F 276 O
F D
UR
BA
N
PO
RT
IO
N 3 O
F
ER
F 276 O
F D
UR
BA
N
PO
RT
IO
N 17 O
F
ER
F 276 O
F D
UR
BA
N
PORTION 10 OF
ERF 276 OF DURBAN
PORTION 16 OF
ERF 276 OF DURBAN
PORTION 11 OF
ERF 276 OF DURBAN
ER
F 268 O
F
DU
RB
AN
PO
RT
IO
N 7 O
F
ER
F 274 O
F D
UR
BA
N
PO
RT
IO
N 10 O
F
ER
F 274 O
F D
UR
BA
N
SITE PLAN
Scale 1:100
SITE PLAN
Scale 1:100
Ex. Paved Walkway
Ex. Paved Walkway
Ex. M
unicipal
SW
C
ulvert
LP
Ex. Loffelstein Retaining Wall
PROPOSED NEW
STAIR UP
Ex. Brick & Palisade Boundary Wall Ex. Brick & Palisade Boundary Wall
Ex. Wire
& P
ost Fence
Ex. Wire
& P
ost Fence
Ex. Retaining Wall
Ex. B
rick B
oundary W
all
Ex. B
rick B
oundary W
all
Ex. Retaining Brick Boundary Wall
Ex. Retaining Brick Boundary Wall
72,30
s
pb
s
Ex. Step Up
Ex.SW
Drain
Ex.RE
Ex.Sewer
MH
Ex.Sewer
MH
Ex.Municipal
Sewer Connection
Ex.VP
Ex. S
tep U
p
Ex.GieEx.SSEx.GieieEx.SSie ie
ex.rwdp ex.rwdp
ex.rwdp
ex.rw
dp
ex.rwdp
Ex.SW Discharge
to Driveway
Ex.SW
Drain
Ex.Municipal
SW Connection
ex.rwdp
New
G 01
ie
Ex.
VP
ex.rw
dp
ex.rw
dp
EX. ENT.
GATE
LA
WN
LA
WN
STAIR NOTE:
Riser - 175
Tread - 250
Depth : - 469
I.L : 70,326
C.L : 70,795
EX. RE
Depth : - 2509
I.L : 70,386
C.L : 72,895
NEW RE 01
ie
Ex. R
etaining B
rick B
oundary W
all
Ex. R
etaining B
rick
Boundary W
all
ieie
Ex.RE
ie
4450
1830
11480
4760
11480
NEW
RE 01
Ex.RE
ie Ex.G
DATE
SCALE
DRAWN
REVISION
DWG NO.
PROJECT TITLE:
CLIENT:
DRAWING DISCRIPTION:
1:100
Mr & Mrs Hugkulstone
CJ
SACAP Registration No: CSAT2087322 High Street, New Germany, 3610tel: (031) 705 9719, cell: (071) 808 1460
ARCHITECT:
Proposed Additions & Alterationsto 14B Riverview Road,PORTION 9 of ERF 276 of DURBAN
Site Plan
HHKL/005/SP0010
12 July 2013
Client: Tracey Hugkulstone
Calvin Jackson
N
O
R
T
H
CHECKED GARETH NEZARReg. # Pr.Arch20694
ISSUED FOR SUBMISSION
Body Corporate: