1. DN
1357.8 1357.65 11357.45 1356.96 1356.2
Fickstr
Maree str
Palmiet
2640/11
2640/12
2640/13
2640/192640/18
2640/09
2640/082640/07
1 4
A
B
C
D
E
F
G
H
I
J
K
L
M
2 3Erf 2640/19Erf 2640/18
Erf 2640/00
Erf 2640/11
Erf 2640/12
Erf 2640/13
Erf 2640/10
Existingwallheight1800mm
Existingwallheight1800mm
Existingwallheight1800mm
Existingwallheight1800mm
Motorized gate
Existing entrance
T
Telkom
Cable Box
Paving/tarmac
Seweragedischargepipe
110mmØ,minFall1:40
mh
ie
ie
ie ie
ie
ie
Existing Water meter
with 75mmØ
Paving/ tarmac
Paving/
tarmac
Paving/ tarmac
NEW FH 76mmØ uPVC Class 9 water
pipe with sufficent support anchor
40mmØHDPE
Class9waterpipe
40mmØHDPE
Class9waterpipe
40mmØHDPE
Class9waterpipe
NewWaterClass
9pipe25mmØ
New FH
N
NewWaterClass
9pipe25mmØ
NewMunicipal
WaterPipe75mmØ
28.3228.25
28.28
85x220
Surface
Drainage
openning
1356.965
1357.10
1357.20
1357.147
1357.247
1357.310
1357.20
1357.10
1357.20
Sub Electrical &
meter box
Maree Str
Municipal sewerage pipe
mh
Existing tree
Existing tree
1356.069
Parking Area 499m²
North Wing
Office Space
South Wing
Office Space
96m²
Male WC
Kitchenette
Female WC
Foyer
Kitchenette
01
Pg_01
PrecastconcreteGutter
forsurfacedrainage
REFUSE
Concrete slab
Refuse Area
Cornered off
with
1800mm Height
Masonary wall
rooflineroofline
rooflineroofline
roof line
395045004500450045002500250045004500450045003950
49210
BLDGLine
1000
BLDGLine
2000
BLDGLine
2000
BLDGLine
2000
BLDGLine
3000
85x220
Surface
Drainage
openning
85x220
Surface
Drainage
openning
85x220
Surface
Drainage
openning
85x220
Surface
Drainage
openning
85x220
Surface
Drainage
openning
85x220
Surface
Drainage
openning
N
E
S
W
5500
R @17 170.0 mm
N
E
S
W
Building Line
Building Line
BuildingLine
BuildingLine
ie
ie
Stand2640part10
Stand 2640 part 10Boundary line
Boundaryline
10°
2000
3526
22326610022400
2893 8374
1 4
A
B
C
D
E
F
G
H
I
J
K
L
M
2
Seweragedischargepipe100mmØ,minFall1:40
ie
ie
ie ie
ie
ie
ie
B
Pg_02
B
Pg_02
3
290mm Cavity Wall
Erected according
to SANS10400 with
plaster finish
Foyer Area
42m²
[100.000]
290mm Cavity Wall
Erected according to
SANS10400 with plaster
finish
300x300mm Concrete Slanted Column
Erected According to Engineers Specs.
Clad Finish 150x150 Rough Cut granite
Tiles
300x300mm Concrete
Column Erected According
to Engineers Specs. Clad
Finish 150x150 Rough Cut
Granite Tiles
290mm Cavity Wall
Erected according
to SANS10400 with
600x600mm Black
Polished Porcelain
Tile Finish
290mmCavityWallErected
accordingtoSANS10400with
600x600mmRedPolished
PorcelainTileFinish
Parking Bay 1
Parking Bay 2
Parking Bay 3
Parking Bay 4
Parking Bay 5
Parking Bay 6
Parking Bay 7
Parking Bay 8
Parking Bay 9
Parking Bay 10
Parking Bay 11
Parking Bay 12
SiteDims54815
395045004500450045002500250045004500450045003950
A
Pg_02
A
Pg_02
D
Pg_02
D
Pg_02
24015002402300240
1500
1500
2200
24015002402300240
2695
500 1000
BLDGLine
1000
BLDGLine
2000
BLDGLine
2000
BLDGLine
2000
BLDGLine
3000
BLDGLine
2000
N 17792
E -10466
N 17791
E 6189
N -9135
E 6213
N -37269
E 6217
N -37269
E -10497
300x300mm Concrete Slanted Column
Erected According to Engineers Specs.
Clad Finish 150x150 Rough Cut
Granite Tiles
Office Space
90m²
[100.000]
240 3190
240 3190
500
C
Pg_02
C
Pg_02
Site Dims 16430
920 2280 240 4845 1636 1869 3495 1145
N
E
S
W
2903805450045004500186024023002404755240230024015002404585450045003825290
2901944022005335220019455290
450200
2902502500500250050025005002500500250050025001170250025029012302250123029024025001180250050025005002500500250050025005002500250290
8135
2061
8135
3570
219555300overalldims219552046
1641 290185 1200 835 2500 355
D1
D3
D3
D2
D2
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn2 Wn1
Wn3
Wn3
Wn3
Wn3
60 Wn1
Ablutions
6m²
[100.000]
Kitchenette
5m²
[100.000]
Ablutions
6m²
[100.000]
Kitchenette
5m²
[100.000]
Office Space
90m²
[100.000]
R @17 170.0 mm
2000 6135 1641 5654
BLDGLine
1000
1 4
A
B
C
D
E
F
G
H
I
J
K
L
M
2
ie
ie
ie
ieie
ie
RoofLine
B
Pg_02
B
Pg_02
C C
3
Reinforced Concrete
canter-lever Balcony
300mmCavityWallErected
accordingtoSANS10400with
600x600mmBlackPolished
PorcelainTileFinish
Foyer Area
51m²
[102.890]
A
Pg_02
A
Pg_02
D
Pg_02
D
Pg_02
240 3210
12615002402300240
4185250050025005002500500250050025005002500250
49210
24023002401500126
2710
2710
500
500
2200
2200
C
Pg_02
C
Pg_02
N
E
S
W
3260
456
1442
290
1636 1869 3495
650 2500 1000 2500 645
290191102830124022701240283019110290
2902502500500250050025005002500500250050025004190
1000
2752
2932 3965 2855 290
Office Space
101m²
[102.890]
D1
D4
D4
D3
D3
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1 Wn1
Wn3
Wn3
Wn3
Wn3
Wn1Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
Wn1
D5
Ablutions
6m²
[102.890]
Kitchennette
5m²
[102.890]
Office Space
19m²
[102.890]
Office Space
122m²
[102.890]
Ablutions
6m²
[102.890]
Kitchennette
5m²
[102.890]
Balcony Area
13m²
[102.840]
R @17 170.0 mm
RoofLine
RoofLine
RoofLine
25001400
280
3001000
300
Strip Foundation According
to Engineers Specs
2800
229
Strip Foundation According
to Engineers Specs
Concrete slab
1510
940
*2300 929 813 910
23002100 979
2125
813
2134
869
2110
550 1400 550
2500
1200
700500
F
F F
600600
1200
1200
600600
F
F
450
600
2125
813
813
ID² Interior Design Solutions
1.COPYRIGHT
1.1 Copyright exists in terms of the Copyright Act No 96 of 1978
1.2 copyright of these drawings and the design in which they were depicted
designer elements within Any Unauthorized copying of the drawing or use of
design constitutes an infringement of the copyrights and is a criminal offense
1.3 In addition to criminal prosecution, the owner is entitled to sue of damages
and claim delivery of such infringement documentation and copies thereof
1.4 The copyright infringement includes the sale or distribution thereof
2.LAWS AND REGULATIONS
2.1 All works and building materials are to comply with National Building
Regulations(SAB70400) and building standards Act No:103 of 1977, as amended
2.2 All work is to be carried out in accordance to strict by laws and regulations of
the regional local authorities
2.3 Light and ventilation are to comply to part O of the national building regulations
3.DRAWINGS
3.1 Shop drawings must be approved by designer PRIOR to any manufacture of
fittings or furniture items
3.2 Concise detail drawing are preferred over arrangement sketches and must its
own legality
3.3 One set of working documentation is to remain on site permanently till site is
completed.
3.4 All amended working documentation must replace previous working
documentation and must clear state AMENDED, a set of amend working drawings
are to be handed to contractor within a 12 hour period of amendment
4.DIMENSIONS
4.1 Contractors and subcontractor are to check and verify dimensions and detail
levels before commencing with work
4.2 Figured dimensions are to be use if working drawing scale is incorrect
5.VARIATION & AMENDMENTS
5.1 The designer is to be notified of all variations by the project manager
5.2 All relevant detail levels and dimensions of any working done must be checked
onsite by relevant contractors before the commencements of work, Any
discrepancies are to be reported to the project manager and designer
immediately
6.CONTRACTORS AND SUBCONTRACTORS
6.1 Contractors must ensure structural integrity of all components at all times and
ensure that the main structure is capable of supporting any additional components
and additional loads applied thereto
6.2 All electrical and water systems to be worked on by an authorized artisan with
corresponding documentation
7.SHOPFITTING ITEMS
7.1 Shop fitted items are to measured onsite and shop drawings are to be
approved by the designer and client PRIOR to commencement of work
8.PARITIONS
8.1 All portions walls connecting directly to the outside wall should ad heard to
NBR and fire regulations a minimun fire rating of 30min
8.2 All mechanical joints should ad hear to NBR and relevant suppliers
ID² Interior Design Solutions
SANS 10400-XA:2011
PART4
4 Requirements
4.1 Hot water supply
4.1.1(a) the volume of the annual average hot water heating
requirements
4.1.1(b) if solar water heating systems are used, these shall comply with
SANS 1307, SANS 10106,
SANS 10254 and SANS 10252-1.
4.1.3 All hot water service pipes shall be clad with insulation with a
minimum R-value in table 1&6
4.2 Energy usage and building envelope
4.2.1(a) in any building of occupancy classified in terms of Regulation A20
must have competent person certifies that such building
(excluding garage and storage areas) has atheoretical annual
energy consumption and demand, based on the design
assumptions contained in less than or equal to the values
specified in tables 2 & 3;
OR
4.2.1b) in any building of occupancy classified in terms of Regulation A20
as tables A2, A3, A4, C1, C2, E1,E2, E3, E4, F1, F2, F3, G1, H1,
H2, H3, H4, and H5, the orientation and shading are in
accordance with the requirements of SANS 204,
4.3 Design assumptions
where artificial ventilation systems are provided
1) the design occupancy times are in accordance with table 4;
2) the space temperature lies within the range of 19 °C to 2°5C
for 98 % of the plant operation time;
3) ventilation is provided in accordance with the requirements of
SANS 10400-O;
4) the internal heat gains in the building are from
i) the design population calculated in accordance with table 5 at
an average rate of 75 W sensible heat gain per person;
ii) hot meals in a dining room, restaurant or café, at at rate of 30
W heat gain per person- table 5;
iii) appliances and equipment- table 6;
iv) artificial lighting calculated with table 4;
4.3(b) hot water supplies
4.3(c) the maximum energy demand and maximum energy usage are
calculated for the total building and not for individual tenancies.
table 4.1
4.4 Building envelope requirements
4.4.1 Orientation
4.4.1.1 The building should be compact in plan, with the rooms that are
used most and the major areas of glazing placed on the
northern side of the building to allow solar heat to penetrate the glazing
during the winter months.
4.4.1.2 The roof overhang to the northern wall shall be sufficient to shade
the windows from midday summer sunshine in accordance with
SANS 204. Windows facing east and west should be limited in
number and confined to the minimum required for daylight and
ventilation.
4.4.2 Floors
Where an underfloor heating system (e.g. in-screed,
underlaminate heating, undercarpet heating, undertile heating, cutin
underfloor heating, and water-based underfloor heating) is installed,
the heating system shall be insulated underneath the slab with
insulation that has a minimum R-value of not less then 1,0.
4.4.3 External walls
4.4.3.1 Non-masonry walls shall achieve a minimum total R-value of
a) climatic zones 1 and 6: 2,2
b) climatic zones 2, 3, 4 and 5: 1,9.
4.4.3.2 The following types of masonry walling comply with the R-value
requirements:
a) double-skin masonry with no cavity, plastered internally, or
rendered externally; or
b) single-leaf masonry walls with a nominal wall thickness greater
than or equal to 140 mm (excluding plastering and rendering), plastered
internally and rendered externally.The requirements refer to the
external walls of the habitable portions of the building fabric only.
4.4.3.3 For masonry walling types not covered in 4.4.3.2, such wallssh all
achieve a minimum total R-value of 0,35. The total R-value shall
be determined by means of a test conducted in accordance
with ASTM C 1363, ASTM C 518 or ASTM C 177.Surface film resistance shall
be in accordance with SANS 6946.4.4.3.4 Other walling
requirements shall be in accordance with SANS 10400-K.
4.4.4 Fenestration
4.4.4.1 Buildings with up to 15 % fenestration area to nett floor arepae r
storey comply with the minimum energy performance equirements.
4.4.4.2 Buildings with a fenestration area to nett floor area per stortehya t
exceeds 15 % shall comply with the equirements for fenestration in
accordance with SANS 204.
4.4.4.3 All fenestration air infiltration shall be in accordance with SANS 613.
4.4.5 Roof assemblies
4.4.5.1 A roof assembly R-value specified in table 7
4.4.5.2 A roof assembly that has metal sheet roofing fixed to metal purlins,
metal rafters or metal battens shall have a thermal break consisting
of a material with an R-value of not less than 0,2 installed between the
metal sheet roofing and its supporting member
4.4.5.3 Metal sheeting types of roofing assembly -table
PO BOX 20958
Noordbrug
Potchefstroom
2522
Cel:082 479 2017
Client :
Project Name :
Project Site Address:
Inception Date : Current Date :
Project Status:
Page Title:
Design:
Council Approval :
Scale:
Drawn:
Date :
Client Approval : Date :
ClimateZone:2
Page #:
Project #:
As
indicated
2015/06/0112:29:48PM
IDM
Planning
Construction Plans
04/15/14
Pg_01
Capalie Botha
Office Block Maree Str
Erf: 2640/10 No 3 Maree Str, Potchefstroom,
Tlokwe
IDM
03
Kitchenette resized, Ablutions resized,
2014/04/17
02
window size 1.500x3000, Kitchenette, Ablutions, Balcony,
parking lot 2014/04/14
04
annotation,
2014/04/30
Zoning Information for erf 2640 part 10
Multipal Office SpaceType
Site Coverage
FAR
50% prescribed
60% prescribed
Height
Total Floor Area
Double storey
Total Site Area
Development Control Measures
Existing Control Proposed
Parking Area (12 bays)
0
0
0
0
0 499m²
2 storeyHeight
Coverage
Ground Floor Area
First Floor Area
448m²
219m²
291m²
49%
55%
7.2m
914m²
510m²
Note : Required parking 10 Parking Bays , Facilitated 13 Parking Bays
1 : 1000
Site Locality
1
1 : 200
Site Plan
2
1 : 200
Roof Plan
3
1 : 100
03_Ground Floor
4 1 : 100
05_First Floor
D
1 : 50
detail 01
01 1 : 50
Detail 03
031 : 50
Detail 02
02
Door Schedule
Door Tag D1
Door Header
Door Width
Door Glazing
Door Frame
Both
Quantity
Door Tag D2
Door Header
Door Width
Door Glazing
Door Frame
LH
Quantity
2125mm
2300mm
6.5mm
4
Aluminium
2125mm
929mm
6.5mm
2
Aluminium
Door Tag D3
Door Header
Door Width
Door Glazing
Door Frame
RH
Quantity
2125mm
813mm
na
4
Wood
Door Tag D4
Door Header
Door Width
Door Glazing
Door Frame
RH
Quantity
2125mm
910mm
na
1
Wood
Discription
aluminium and 6.5mm safety glass
curtain wall. Colour TBC ext
Discription
aluminium and 6.5mm
safety glass curtain wall.
Colour TBC int
Discription
Hollow core wooden int
door ironmangory TBC
Discription
Solid wooden int door
ironmangory TBC
Pretoria cast iron hydrant complete
concrete support painted
with two coats acrylic yellow
80mm female socket
80mm galvanized pipe
80mm galvanized pipe
80mm male female
long radius elbow
Typical parameter wall
construction
Typical refuse areaFire hydrant
Window Schedule
Window Tag Wn1
Window Header
Window Width
Window Glazing
Window Frame
TH
2125mm
2500mm
4mm
Aluminium
Window sill height 925mm
Window Tag Wn2
Window Header
Window Width
Window Glazing
Window Frame
TH
2125mm
1200mm
4mm
Aluminium
Window sill height 925mm
Window Tag Wn3
Window Header
Window Width
Window Glazing
Window Frame
TH
2125mm
450mm
4mm
Aluminium
Window sill height 1500mm
Quantity 24 Quantity 2 Quantity 8
coolinterior
Door Tag D5
Door Header
Door Width
Door Glazing
Door Frame
Sliding
Quantity
2125mm
813mm
na
4
Wood
Discription
Hollow core sliding door
int. Ironmangory TBC
Rev
No.
Description of
changes Date
01/06/2015