Donovan Young - Crossfire Properties · FFL Front elevation Side elevation Pergola heights as shown...
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s ummer su ns et w in t e r su n s et s ummer su nri s e wi nter su nri se S W E N 62.53m² G02 tiles ERF 18422 Paardevlei Somerset West 15.52m² Ablutions 1 tiles 15.52m² Ablutions 2 tiles 4.96m² Covered Entrance 1 tiles 1 1 3 3 5 5 7 7 8 8 9 9 A A B B C C D D 14.90m² Covered Entrance 2 tiles walkway SITE ACCESS SERVITUDE EXSISTING PARKING BAYS EXSISTING PARKING BAYS planter LANDSCAPED GARDEN - REFER LANSCAPE PLAN SEWER CONNECTION LANDSCAPED GARDEN - REFER LANSCAPE PLAN planter planter 117.74m² G01 tiles 10.93m² Entrance Lobby 1 tiles 12.15m² Entrance Lobby 2 tiles D45 D45 D39 D45 D45 D39 D45 D45 D112 D112 W55b W65 W65 W65 W55b W65 W65 W65 W55b W55b W55b W55c W55b W55b W55c D45 D45 wc wc wc vanity basin wc wc wc basin 50øvv&ss re ss ss PARKING No TV antenna, satellite dishes and ac units to be visible from public domain Disable Toilet TAKE NOTE FINAL FINISHED FLOOR LEVELS TO BE DETERMINED AND CONFIRMED ON SITE BETWEEN PRINCIPLE AGENT AND OWNER. RETAINING WALLS NOT TO BE HIGHER THAN 1,0M ABOVE N.G.L. Brick paving as as per estate on 1: 8 sand cement mix on compacted sand fill. pattern to be resolved on site. Brick edging to be set in concrete strip foundation 110ø PVC sewer pipe. Fall not to be more than 1 : 60 and less than 1 : 40 All reinforced concrete slabs, staircases, foundations and beams are to engineer's specifications and details TAKE NOTE Openings greater than 3m wide to have reinforced concrete beam over as per engineers details and spec's. Wall lengths exceeding there allowable length to be designed by engineer as per SANS 10400: Part K 8.4.6 Supports for water heaters - As per SANS10252 - 1 Where a water heater or storage tank is supported by any platform, such platform shall be capable of safely sustaining any loads to which it is likely to be subjected and support the water heater in accordance with the instructions of the manufacturers of such water heaters, and shall comply with the requirements in SANS 10400 - L. When a wooden platform is used to support a water heater of capacity not exceeding 2 kL, such wooden platform shall, unless otherwise required, be constructed as follows: a) the dimensions of the platform shall not be less than those of the water heater or any associated safety tray, plus an additional working space of at least 500 mm in width that extends over the full length of one side of the platform; b) the supports shall be constructed from structural timber that is 1) at least 114 mm × 38 mm in cross - section, 2) placed on edge, and 3) spaced not further apart than 350 mm; and The platform decking shall be constructed of timber planks that are at least 75 mm wide and 25 mm deep, and such decking shall be placed at right angles to the supports, with a space that does not exceed 25 mm between them if the decking is to support a lightweight metal tank. A platform that supports a water heater shall, if applicable, be supported by at least two load - bearing walls or two suitably designed roof trusses. Combined soil, waste and vent stack concealed in cavity of wall 300mm wide duct to house SVP Reinforced concrete staircase as per engineers drawings and specifications 20 risers @162mm height 19 treads @250mm width 2,4m high screenwalls to ablutions B 05 B 05 C 05 C 05 Reinforced concrete stiffner as per engineers details and spec's Reinforced concrete stiffner as per engineers details and spec's Disable Toilet Combined soil, waste and vent stack concealed in cavity of wall 300mm wide duct to house SVP 50øvv&ss 110ø uPVC stormwater pipe 600r ie ie ie ie dp catchpit Foundations to columns as per engineers details and spec's Foundations to columns as per engineers details and spec's 76ø uPVC downpipe built into column from fullbore above 76ø uPVC downpipe built into column from fullbore above dp catchpit re vanity E E 2 2 4 4 re re Remote controll painted galvanised wrought iron sliding gate Ramp 1:12 walkway FINAL OPENING SIZE OF LIFT AS PER MANUFACTURER SPECIFICATIONS AND DETAILS Reinforced concrete stiffner as per engineers details and spec's All foundations as per engineers details and spec's dp catchpit 110ø uPVC stormwater pipe E 05 E 05 62.53m² G07 tiles sink sink 2,4m high screenwalls to ablutions Reinforced concrete staircase as per engineers drawings and specifications 20 risers @162mm height 19 treads @250mm width F.F.L. 6550 F.F.L. 6465 g 30min firewall, refer to fire plan 30min firewall, refer to fire plan 6 6 F.F.L. 6550 42 3 43 45 46 44 57 58 59 54 55 56 52 53 49 48 50 47 2 1 ADJOINING ERF 19318 ADJOINING ERF 19525 Gardner Williams Avenue 12.48m² Stairwell 1 tiles 12.48m² Stairwell 3 tiles 180 230 10446 230 1770 230 30.92m² Covered Walkway 2 tiles 51 R IG H T O F W AY SER V. P A V I N G L p 6 m 6 m 6m 6m 6.2 5m 6 .2 5 m 5. 75 m 6 .2 5m 6 .2 5 m 6 .2 5 m 6 . 25m 6 . 2 5 m 6 . 2 5 m 1 2 L P L P S K T D C R R R R R R R R R R R R R R R R R R R R R R R R R R R L P L P S K B K P V P V P V P V R R R R R D C D C R G A T O P P L A V G A T O P P L A V 6 . 3 6 5 . 9 2 5 . 9 0 5 . 9 3 5 . 8 8 5 . 8 3 5 . 8 9 6 . 0 0 6 . 1 9 6 . 3 2 5 . 9 2 5 . 9 6 6 . 2 2 6 . 1 9 6 . 1 1 6 . 2 3 6 . 2 4 6 . 3 1 6 . 3 4 6 . 3 2 6 . 3 2 6 . 3 7 6 . 2 3 6 . 2 2 6 . 2 7 6 . 3 1 6 . 2 4 6 . 3 2 6 . 2 3 6 . 2 8 6 . 1 5 6 . 2 7 6 . 2 7 6 . 2 5 6 . 2 1 6 . 2 1 6 . 2 0 6 . 2 3 6 . 2 4 6 . 2 4 6 . 2 9 6 . 2 9 6 . 2 7 6 . 3 0 6 . 3 0 6 . 3 0 6 . 2 9 6 . 3 2 6 . 3 6 6 . 3 9 6 . 3 9 6 . 4 1 6 . 4 0 6 . 3 9 6 . 3 7 6 . 3 6 6 . 3 6 6 . 3 6 6 . 3 6 6 . 3 7 6 . 3 9 6 . 3 7 6 . 3 5 6 . 2 6 6 . 2 6 6 . 3 0 6 . 2 4 6 . 2 7 6 . 2 5 6 . 2 2 6 . 2 3 6 . 3 2 6 . 3 0 6 . 2 9 6 . 1 6 6 . 1 9 6 . 2 1 6 . 2 2 6 . 1 5 6 . 1 5 6 . 2 5 6 . 2 3 5 . 7 6 6 . 2 3 A SDP3 A SDP3 10 10 11 11 124.28m² G08 tiles 30.92m² Covered Walkway 1 tiles 1500 2230 5.32m² Lift screed 3500 5000 4814 6686 98 97 96 62.53m² G06 tiles 69.85m² G05 tiles 69.85m² G04 tiles 62.53m² G03 tiles D39 D59 D59 D59 D59 D39 D39 D39 D39 D39 D59 D39 D39 D113 D59 W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b W55b 230 7636 180 1800 90 900 90 900 230 3000 230 3000 2000 6346 3710 3230 280 11509 180 5677 180 5677 180 2724 230 2724 180 2724 230 2724 180 5677 180 5677 180 11509 280 50 230 11509 230 14388 230 5627 230 14388 230 11509 230 50 11969 14388 6087 14388 11969 50 230 12946 230 2260 180 5199 180 5677 180 5677 180 5677 180 5677 180 5677 180 5677 180 5199 230 1800 90 1800 180 180 2260 180 1800 90 1800 230 900 230 7636 180 2000 180 2450 230 1640 230 6040 230 1474 705 1600 695 450 2843 350 2572 350 2572 350 2572 350 5890 450 5170 450 8893 350 2653 350 2653 350 2603 450 1474 230 6040 230 230 7636 180 1800 90 900 90 900 230 3000 230 2000 6346 3710 3230 4.96m² Covered Entrance 3 tiles 1640 6500 45620 6500 1000 1000 re 600r re ie ie F.F.L. 6550 ie Boundary Dimension 54.00 m Boundary Dimension 71.90 m Boundary Dimension 54.00 m Take Note - Fire Requirements Refer to fire plan tiles 3000 tiles dp catchpit All foundations as per engineers details and spec's 1,0m high handrail fixed to wal dp catchpit dp catchpit dp catchpit walkway Timber post - refer detail 695 1600 705 180 dp catchpit dp catchpit dp catchpit dp catchpit ie To stormwater connection 1577 1577 21.60m² Refuse screed 450 x 450 aluminium louvre vents 35 33 34 230 5000 230 230 3900 230 4360 3000 5460 0 Notes - Refuse Room 1. Room to be adequately ventilated. 2. Walls to be constructed of brick or similar material with the internal walls cement plastered to a smooth surface and oil painted in a light colour. 3. Floor shall be of concrete, cement rendered to a smooth surface, rounded to a height of 75mm around the perimeter. There shall be no ledges at the junction of the floor and the walls. 4. Floor shall be graded and drained to a 100mm floor trap discharging to a gully outside the building. Such a gully to be connected to a drain. 5. The room shall be provided with a solid door which will be fitted with an efficient self closing device and shall have the lower 150mm protected by sheet metal on the outside. 6. Door and vents referred to in paragraph 1 shall be at least 3m from any door or window of a habitable room. 7. Refuse room to be equiped with running water and to be fly proof. D61 re 50øvv g No part of building or foundations to extend over boundary tap trap Existing fibre optic cable re Existing sewer servitude 7 02 6 5 4 02 1000 300 300 300 700 300 380 1750min 820 480 300 300 3 0 0 820 480 820 760 250 690 500 900 90 900 90 1800 180 180 1800 90 1800 handle Pull kick plate Outside handle stainless steel 25mmø kick plate Inside Hinged edge mirror system close-couple flush handle Toilet roll holder specification per manufactuers grab bars fixed to wall as 32mmø stainless steel vanity wc wc wc basin specification per manufactuers grab bars fixed to wall as 32mmø stainless steel Disbable Toilet View 4 View 5 View 6 View 7 FFL Front elevation Side elevation Pergola heights as shown in elevations 144 x 44 PAR meranti bearer and members varnished with min 3 coats natural varnish sealant. 900x900x250mm conc. Footing 8x80mm galv. Steel plate with fishtail end Fixing by means of galv. Cuphead nuts, washers & bolts Paving by other 44 x 144mm par meranti uprights varnished 108 x 150 x 44mm par spacer meranti varnished bolted inbetween uprights 144 x 44 PAR meranti top members fixed to top of 144 x 44 meranti bearer and wall with galvanised steel brackets and bolts. Top members to be cleated. 500 144 60 8 0 144 200 350 900x900x250mm conc. Footing 350 44 144 Scale Client Project Donovan Young Cell: 082 424 6314 Fax: 0866743108 Email: [email protected] Web: www.dmcarchi.co.za SACAP T0469 10 Friesland Street Buckingham Village Durbanville 7550 Date Plotted Date Architecture Revision Drawing number For Official Use Only This design is copyright and remains the property of the designer. All dimensions & levels to be checked on site before any work commences. Only figured dimensions to be followed do not scale from drawing. IN ASSOCIATION WITH pierre malan architect b.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225 As indicated 02/05/2017 1:05:42 PM 2016/18422 - 01 Proposed Office Block CROSSFIRE PROPERTIES May'2017 Erf 18422 Paardevlei Somerset West Ground Storey FOR COSTING PURPOSES ONLY 1 : 100 01 - Ground Storey 1 : 100 01a - Refuse Room GFA Level Name Area 01 - Ground Storey Ablutions 32 m² 01 - Ground Storey Entrance Lobbies 37 m² 01 - Ground Storey Lift 5 m² 01 - Ground Storey Offices 648 m² 01 - Ground Storey Refuse 24 m² 01 - Ground Storey Stairwell 13 m² 760 m² 02 - First Storey Ablutions 33 m² 02 - First Storey Landings 24 m² 02 - First Storey Offices 598 m² 02 - First Storey Passages 88 m² 744 m² 03 - Second Storey Ablutions 33 m² 03 - Second Storey Landings 24 m² 03 - Second Storey Offices 598 m² 03 - Second Storey Passages 89 m² 745 m² 04 - Third Storey Ablutions 33 m² 04 - Third Storey Landings 24 m² 04 - Third Storey Offices 516 m² 04 - Third Storey Passages 89 m² 663 m² Grand total 2911 m² GLA Level Name Area 01 - Ground Storey Offices 648 m² 02 - First Storey Offices 598 m² 03 - Second Storey Offices 598 m² 04 - Third Storey Offices 516 m² Grand total: 4 2361 m² Parking Schedule Description Type Count Disable Parking 3500 x 5000 4 Parking Bays 2500 x 5000 94 98 GLA = 2361 * 0.04 = 94. 4 parkings required - Actual Parking 98 Site Area = 3883m² Coverage Area = 840m² / 3883m² = 21.6% GFA = 3883m² / 2911m² = 1.33 Total Building Floor Areas Level Name Area 01 - Ground Storey Ablutions 32 m² 01 - Ground Storey Covered Entrances 23 m² 01 - Ground Storey Covered Stoeps 58 m² 01 - Ground Storey Entrance Lobbies 37 m² 01 - Ground Storey Lift 5 m² 01 - Ground Storey Offices 648 m² 01 - Ground Storey Refuse 24 m² 01 - Ground Storey Stairwell 13 m² 01 - Ground Storey: 13 840 m² 02 - First Storey Ablutions 33 m² 02 - First Storey Covered Balconies 36 m² 02 - First Storey Landings 24 m² 02 - First Storey Offices 598 m² 02 - First Storey Passages 88 m² 02 - First Storey: 14 780 m² 03 - Second Storey Ablutions 33 m² 03 - Second Storey Covered Balconies 35 m² 03 - Second Storey Landings 24 m² 03 - Second Storey Offices 598 m² 03 - Second Storey Passages 89 m² 03 - Second Storey: 14 780 m² 04 - Third Storey Ablutions 33 m² 04 - Third Storey Landings 24 m² 04 - Third Storey Offices 516 m² 04 - Third Storey Open Balconies 118 m² 04 - Third Storey Passages 89 m² 04 - Third Storey: 10 780 m² Grand total 3180 m² 1 : 50 Typical Disable Toilet 1 : 20 Pergola-Timber Post-Base
Transcript of Donovan Young - Crossfire Properties · FFL Front elevation Side elevation Pergola heights as shown...
sum
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62.53m²G02
tiles
ERF 18422Paardevlei
Somerset West
15.52m²Ablutions 1
tiles15.52m²
Ablutions 2
tiles
4.96m²Covered Entrance 1
tiles
1
1
3
3
5
5 7
7 8
8 9
9
A A
BB
CC
D D
14.90m²Covered Entrance 2
tileswalkway
SITE ACCESS SERVITUDE
EXSISTING PARKING BAYS EXSISTING PARKING BAYS
planter
LANDSCAPED GARDEN -REFER LANSCAPE PLAN
SEWERCONNECTION
LANDSCAPED GARDEN -REFER LANSCAPE PLAN
planter planter
117.74m²G01
tiles
10.93m²Entrance Lobby 1
tiles
12.15m²Entrance Lobby 2
tiles
D45
D45
D39
D45D45
D39
D45D45
D112 D112
W55b
W65
W65
W65
W55b
W65
W65
W65
W55b
W55b
W55b
W55c
W55b W55b
W55c
D45
D45
wc
wc
wc
vanity
basin
wc
wc
wcbasin
50øvv&ssre
ss
ss
PARKING
No TV antenna, satellite dishes and ac units to be visible from public domain
Disable Toilet
TAKE NOTEFINAL FINISHED FLOOR LEVELS TO BE DETERMINED AND CONFIRMED ON SITE BETWEEN PRINCIPLE AGENT AND OWNER. RETAINING WALLS NOT TO BE HIGHER THAN 1,0M ABOVE N.G.L.
Brick paving as as per estate on 1: 8 sand cement mix on compacted sand fill. pattern to be resolved on site. Brick edging to be set in concrete strip foundation
110ø PVC sewer pipe. Fall not to be more than 1 : 60 and less than 1 : 40
All reinforced concrete slabs, staircases, foundations and beams are to engineer's specifications and details
TAKE NOTEOpenings greater than 3m wide to have reinforced concrete beam over as per engineers details and spec's.Wall lengths exceeding there allowable length to be designed by engineer as per SANS 10400: Part K
8.4.6 Supports for water heaters - As per SANS10252-1
Where a water heater or storage tank is supported by any platform, such platform shall be capable of safely sustaining any loads to which it is likely to be subjected and support the water heater in accordance with the instructions of the manufacturers of such water heaters, and shall comply with the requirements in SANS 10400-L. When a wooden platform is used to support a water heater of capacity not exceeding 2 kL, such wooden platform shall, unless otherwise required, be constructed as follows: a) the dimensions of the platform shall not be less than those of the water heater or any associated safety tray, plus an additional working space of at least 500 mm in width that extends over the full length of one side of the platform;b) the supports shall be constructed from structural timber that is1) at least 114 mm × 38 mm in cross-section,2) placed on edge, and3) spaced not further apart than 350 mm; andThe platform decking shall be constructed of timber planks that are at least 75 mm wide and 25 mm deep, and such decking shall be placed at right angles to the supports, with a space that does not exceed 25 mm between them if the decking is to support a lightweight metal tank. A platform that supports a water heater shall, if applicable, be supported by at least two load-bearing walls or two suitably designed roof trusses.
Combined soil, waste and vent stack concealed in cavity of wall
300mm wide duct to house SVP
Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width
2,4m high screenwalls to ablutions
B
05
B
05
C
05
C
05
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Disable Toilet
Combined soil, waste and vent stack concealed in cavity of wall
300mm wide duct to house SVP
50øvv&ss
110ø uPVC stormwater pipe
600r
ie
ie
ie
ie
dpcatchpit
Foundations to columns as per engineers details and spec's
Foundations to columns as per engineers details and spec's
76ø uPVC downpipe built into column from fullbore above
76ø uPVC downpipe built into column from fullbore above
dpcatchpit
re
vanity
E E
2
2
4
4
re
re
Remote controll painted galvanised wrought iron sliding gate
Ramp1:12
walkway
FINAL OPENING SIZE OF LIFT AS PER MANUFACTURER SPECIFICATIONS AND DETAILS
Reinforced concrete stiffner as per engineers details and spec's
All foundations as per engineers details and spec's
dpcatchpit
110ø uPVC stormwater pipe
E
05
E
05
62.53m²G07
tiles
sink
sink
2,4m high screenwalls to ablutions
Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width
F.F.L. 6550
F.F.L. 6465
g
30min firewall, refer to fire plan
30min firewall, refer to fire plan
6
6
F.F.L. 6550
42
3
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2 1
AD
JO
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G E
RF
19
31
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ININ
G E
RF
19
52
5
Gardner Williams Avenue
12.48m²Stairwell 1
tiles
12.48m²Stairwell 3
tiles
180
230
10446
230
1770
230
30.92m²Covered Walkway 2
tiles
51
RIG
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PAVING
Lp
6m
6m
6m
6m
6.2
5m
6.2
5m
5.75m
6.2
5m
6.25m
6.25m
6.2
5m
6.25m
6.25m
12
LP LP
SK
TDC
R
R
R
R
R
RR
RR
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RRRR
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R
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LPLP
SK
BK
PV PV
PV PVR
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DC
DC
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GATOPPLAV GATOPPLAV
6.36
5.92
5.90
5.93
5.88
5.83
5.896.00
6.19
6.32
5.92
5.966.22
6.196.11
6.23
6.246.31
6.34 6.32
6.32
6.37
6.23 6.22
6.276.31 6.24
6.32 6.23
6.28
6.15
6.27
6.27
6.25
6.21
6.216.20
6.23
6.24
6.246.29
6.29
6.276.306.30
6.30
6.29
6.326.366.39 6.396.41
6.40
6.396.376.366.36
6.36
6.36
6.37
6.396.376.35
6.266.26
6.30
6.24
6.27 6.25
6.22 6.236.32
6.30
6.29
6.16
6.19
6.21
6.22
6.15
6.15
6.25
6.23
5.76
6.23
A
SDP3
A
SDP3
10
10
11
11
124.28m²G08
tiles
30.92m²Covered Walkway 1
tiles
1500
2230
5.32m²Lift
screed
3500
5000
4814 6686
98
97
96
62.53m²G06
tiles69.85m²G05
tiles69.85m²G04
tiles62.53m²G03
tiles
D39
D59
D59
D59
D59
D39 D39D39 D39 D39
D59D39D39
D113
D59W55b W55b
W55bW55b
W55b
W55b W55b
W55b W55b
W55b W55b W55bW55b W55bW55b
W55b
W55b
W55b
230
7636
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1800
90
900
90
900
230
3000
230
3000
2000
6346
3710
3230
280 11509 180 5677 180 5677 180 2724 230 2724 180 2724 230 2724 180 5677 180 5677 180 11509 280
50 230 11509 230 14388 230 5627 230 14388 230 11509 230
50 11969 14388 6087 14388 11969 50
230
12946
230
2260 180 5199 180 5677 180 5677 180 5677 180 5677 180 5677 180 5677 180 5199
230 1800 90 1800 180180 2260 180 1800 90 1800 230
900
230
7636
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2000
180
2450
230
1640 230 6040 230 1474
705 1600 695
450 2843 350 2572 350 2572 350 2572 350 5890 450 5170 450 8893 350 2653 350 2653 350 2603 450 1474 230 6040 230
230
7636
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900
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230
3000
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3230
4.96m²Covered Entrance 3
tiles
1640 6500 45620 6500
10001000
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600r
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F.F.L. 6550
ie
Boundary
Dim
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4.0
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Boundary Dimension
71.90 m
Boundary
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4.0
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Take Note - Fire RequirementsRefer to fire plan
tiles
3000
tiles
dpcatchpit
All foundations as per engineers details and spec's
1,0m high handrail fixed to wal
dpcatchpit
dpcatchpit
dpcatchpit
walkway
Timber post -refer detail
695 1600 705
180
dpcatchpit
dpcatchpit
dpcatchpit
dpcatchpit
ie
To stormwater connection
1577 1577
21.60m²Refuse
screed
450 x 450 aluminium louvre vents
35
33 34
230 5000 230
230
3900
230
4360
3000
5460 0
Notes - Refuse Room
1. Room to be adequately ventilated.2. Walls to be constructed of brick or similar material with the internal walls cement plastered to a smooth surface and oil painted in a light colour.3. Floor shall be of concrete, cement rendered to a smooth surface, rounded to a height of 75mm around the perimeter. There shall be no ledges at the junction of the floor and the walls.4. Floor shall be graded and drained to a 100mm floor trap discharging to a gully outside the building. Such a gully to be connected to a drain.5. The room shall be provided with a solid door which will be fitted with an efficient self closing device and shall have the lower 150mm protected by sheet metal on the outside.6. Door and vents referred to in paragraph 1 shall be at least 3m from any door or window of a habitable room.7. Refuse room to be equiped with running water and to be fly proof.
D61
re50øvvg
No part of building or foundations to extend over boundary
tap
trap
Existing fibre optic cable
re
Existing sewer servitude
702
6
5
402
10
00
300 300300
700
300
380
175
0m
in
820
480
30
0
300
300
820
480 8
20
760
250690
500
900
90
900
90
18
00
180
1801800901800handlePull
kick plate
Outside
handlestainless steel25mmø
kick plate
Inside
Hin
ged e
dg
e
mirror
systemclose-couple
flush handle
Toilet roll holder
specificationper manufactuersgrab bars fixed to wall as32mmø stainless steel
vanity
wc
wc
wc
basin
specificationper manufactuersgrab bars fixed to wall as32mmø stainless steel
Disbable Toilet
View 4 View 5
View 6 View 7
FFL
Front elevation Side elevation
Pergola heights as shown in elevations
144 x 44 PAR meranti bearer and members varnished with min 3 coats natural varnish sealant.
900x900x250mm conc. Footing
8x80mm galv. Steel plate with fishtail end
Fixing by means of galv. Cuphead nuts, washers & bolts
Paving by other
44 x 144mm par meranti uprights varnished
108 x 150 x 44mm par spacer meranti varnished bolted inbetween uprights
144 x 44 PAR meranti top members fixed to top of 144 x 44 meranti bearer and wall with galvanised steel brackets and bolts. Top members to be cleated.
500
144 60 8
0
144
200
350
900x900x250mm conc. Footing
350
44
144
Scale
Client
Project
Donovan YoungCell: 082 424 6314
Fax: 0866743108Email: [email protected]
Web: www.dmcarchi.co.za
SACAP T0469
10 Friesland StreetBuckingham VillageDurbanville7550
Date Plotted
Date
Architecture
Revision
Drawing number
For Official Use Only
This design is copyright and remains the property of the designer.
All dimensions & levels to be checked on site before any work commences.
Only figured dimensions to be followed do not scale from drawing.
IN ASSOCIATION WITH
pierre malan architectb.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225
As indicated02/05/2017 1:05:42 PM
2016/18422 - 01
Proposed Office Block
CROSSFIRE PROPERTIES
May'2017
Erf 18422Paardevlei
Somerset West
Ground Storey
FOR COSTING PURPOSES ONLY
1 : 100
01 - Ground Storey
1 : 100
01a - Refuse Room
GFA
Level Name Area
01 - Ground Storey Ablutions 32 m²
01 - Ground Storey Entrance Lobbies 37 m²
01 - Ground Storey Lift 5 m²
01 - Ground Storey Offices 648 m²
01 - Ground Storey Refuse 24 m²
01 - Ground Storey Stairwell 13 m²
760 m²
02 - First Storey Ablutions 33 m²
02 - First Storey Landings 24 m²
02 - First Storey Offices 598 m²
02 - First Storey Passages 88 m²
744 m²
03 - Second Storey Ablutions 33 m²
03 - Second Storey Landings 24 m²
03 - Second Storey Offices 598 m²
03 - Second Storey Passages 89 m²
745 m²
04 - Third Storey Ablutions 33 m²
04 - Third Storey Landings 24 m²
04 - Third Storey Offices 516 m²
04 - Third Storey Passages 89 m²
663 m²
Grand total 2911 m²
GLA
Level Name Area
01 - Ground Storey Offices 648 m²
02 - First Storey Offices 598 m²
03 - Second Storey Offices 598 m²
04 - Third Storey Offices 516 m²
Grand total: 4 2361 m²
Parking Schedule
Description Type Count
Disable Parking 3500 x 5000 4
Parking Bays 2500 x 5000 94
98
GLA = 2361 * 0.04 = 94. 4 parkings required - Actual Parking 98
Site Area = 3883m²
Coverage Area = 840m² / 3883m² = 21.6%
GFA = 3883m² / 2911m² = 1.33
Total Building Floor Areas
Level Name Area
01 - Ground Storey Ablutions 32 m²
01 - Ground Storey Covered Entrances 23 m²
01 - Ground Storey Covered Stoeps 58 m²
01 - Ground Storey Entrance Lobbies 37 m²
01 - Ground Storey Lift 5 m²
01 - Ground Storey Offices 648 m²
01 - Ground Storey Refuse 24 m²
01 - Ground Storey Stairwell 13 m²
01 - Ground Storey: 13 840 m²
02 - First Storey Ablutions 33 m²
02 - First Storey Covered Balconies 36 m²
02 - First Storey Landings 24 m²
02 - First Storey Offices 598 m²
02 - First Storey Passages 88 m²
02 - First Storey: 14 780 m²
03 - Second Storey Ablutions 33 m²
03 - Second Storey Covered Balconies 35 m²
03 - Second Storey Landings 24 m²
03 - Second Storey Offices 598 m²
03 - Second Storey Passages 89 m²
03 - Second Storey: 14 780 m²
04 - Third Storey Ablutions 33 m²
04 - Third Storey Landings 24 m²
04 - Third Storey Offices 516 m²
04 - Third Storey Open Balconies 118 m²
04 - Third Storey Passages 89 m²
04 - Third Storey: 10 780 m²
Grand total 3180 m²
1 : 50
Typical Disable Toilet 1 : 20
Pergola-Timber Post-Base
12.98m²Landing 1
tiles
104.36m²101
tiles
15.52m²Ablutions 4
tiles
60.03m²106tiles
1
1
3
3
5
5 7
7 8
8 9
9
A A
BB
CC
D D
A
05
A
05
57.83m²108tiles
D45
D45
D45
D45
D45
D45 D45D112
D45
W55b
W65
W65
W65
W55b
W65
W65
W65
W55bW55b
W55b W55b
W55cW55c
W93
wc
wc
wcbasin
vanity
wc
wc
wc
basinvanity
sink
B
05
B
05
C
05
C
05
Combined soil, waste and vent stack concealed in cavity of wall
Take Note -PlumberAll sanitaryware on the upper floor to be provided with deep seal traps.
All balcony's to have 40mmø uPVC stormwater outlet.
Take NoteHandrails at stair to comply to Part M of the N.B.R
14.20m²Landing 2
tiles
79.73m²Passage
tiles
fullbore
fall
fall
fullbore
fall
Take Note -PlumberAll sanitaryware on the upper floor to be provided with deep seal traps.
Combined soil, waste and vent stack concealed in cavity of wall
1,0m high engineered glass balustrade with openings not greater than 100mm wide
Handrail to be wrapped around corner
2,4m high screenwalls to ablutions
1,0m high handrail with openings not greater than 100mm wide
300mm wide duct to house SVP
300mm wide duct to house SVP
fallfall
Reinforced concrete stiffner as per engineers details and spec's
40mmø PVC stormwater pipe
40mmø PVC stormwater pipe
1,0m high handrail with openings not greater than 100mm wide
E E
2
2
4
4
E
05
E
05
sink
fall fall
disabletoilet
2,4m high screenwalls to ablutions
disabletoilet
1,0m high handrail with openings not greater than 100mm wide
30min firewall, refer to fire plan
6
6
6.10m²100 - Balcony
tiles
15.52m²Ablutions 5
tiles
60.03m²107tiles
60.03m²103tiles
6.10m²100a - Balcony
tiles
10
10
11
11
53.02m²109tiles
60.03m²102tiles
65.75m²104tiles
65.75m²105tiles
4.20m²101 - Balcony
tiles4.20m²
102 - Balconytiles
4.20m²103 - Balcony
tiles4.20m²
106 - Balcony
tiles4.20m²
107 - Balcony
tiles4.20m²109 - Balcony
tiles
7636
180 2260 180 1800 90 1800
8516
1300
10766
180
9466
230
1070
230
7636
1800 90 1800 180 2374
1500
12906
770
180
2000
180
Lift
230
10766
180
1500
230
D59
D112 D112 D112D112
D59
D59 D59 D59 D59D59D59
D112
D112 D112 D112
D113
D105 D105
W55bW55b W55b
W55b
W55bW55b W55bW55b
W55b
W55b
W55b W55b
W55bW55b W55b
W55b
W55bW55b W55b
W55b
W55b
1300
230
1070
230
9016
180 270
230
7636
180
1800
90
900
90
900
230
3000
230
2000
6346
3710
3230
280 6244 180 5085 180 5677 180 5677 180 5677 180 5677 180 5677 180 5677 180 11509 280
50 230 2964 230 3000 230 5085 230 3000 230 2397 180 2397 230 3000 230 5677 180 5677 230 3000 230 2397 180 2397 230 3000 230 4037 230 3000 230 4012 230 50
3424 3000 5545 3000 5434 3000 2954 6087 2954 3000 5434 3000 4497 3000 4472 50
230 2724 180 2724 230
230
7636
180
1800
90
900
90
900
230
3000
230
2000
6346
3710
3230
90 6270 230 19767 230 5627 230 19767 230 6040 230
50 90 6500 19767 6087 19767 6500 90 50
180 1694
180
2200
180
770
6052 180
180 6052 180
1250
180
2200
1694 180
40mmø PVC stormwater pipe
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
230
1070
1,0m high engineered glass balustrade with openings not greater than 100mm wide
1,0m high engineered glass balustrade with openings not greater than 100mm wide
40mmø PVC stormwater pipe
30min firewall, refer to fire plan 30min firewall, refer to fire plan
fall
fullbore
40mmø PVC stormwater pipe
40mmø PVC stormwater pipe
fall
40mmø PVC stormwater pipe
fall
fall
40mmø PVC stormwater pipe
fall fall
40mmø PVC stormwater pipe
f.f.l. 9805
fall
30min firewall, refer to fire plan
Handrail to be wrapped around corner
fall fallfall
1
1
3
3
5
5 7
7 8
8 9
9
A A
BB
CC
D D
53.02m²209tiles
15.52m²Ablutions 6
tiles15.53m²
Ablutions 5tiles
A
05
A
05
65.75m²204
tiles60.03m²207
tiles
104.36m²201
tiles
wc
wcbasin
vanity
wc
wc
wcbasin
vanity
D45
D45
D45
D45
D45
D45
D45D112
D45W65
W65
W65
W55b
W55b
W55b
W55b
W65
W65
W65
W55b
W55b
sinksink
B
05
B
05
C
05
C
05
14.20m²Landing 3
tiles
12.98m²Landing 4
tiles
Combined soil, waste and vent stack concealed in cavity of wall
Take Note -PlumberAll sanitaryware on the upper floor to be provided with deep seal traps.
All balcony's to have 40mmø uPVC stormwater outlet.
Take NoteHandrails at stair to comply to Part M of the N.B.RTake Note -Plumber
All sanitaryware on the upper floor to be provided with deep seal traps.
Combined soil, waste and vent stack concealed in cavity of wall
Handrail to be wrapped around corner
2,4m high screenwalls to ablutions
1,0m high handrail with openings not greater than 100mm wide
300mm wide duct to house SVP
fall
1,0m high handrail fixed to wall
2,4m high screenwalls to ablutions
E E
2
2
4
4
fall fall
E
05
E
05
disabletoilet
disabletoilet
6
6
6.10m²200 - Balcony
tiles
60.03m²206
tiles60.03m²202
tiles
6.10m²200a - Balcony
tiles
10
10
11
11
4.20m²201 - Balcony
tiles4.20m²
202 - Balconytiles
4.20m²203 - Balcony
tiles4.20m²
206 - Balcony
tiles4.20m²
207 - Balcony
tiles4.20m²
209 - Balcony
tiles
57.83m²208
tiles65.75m²205
tiles
60.03m²203tiles
7636
1300
9466
230
1500
180
10766
230
7636
12906
230
1500
180
10766
230
280 6244 180 5085 180 5677 180 5677 180 5677 180 5677 180 5677 180 5677 180 11509 280
50230 2964 230 3000 230 5085 230 3000 230 2397 180 2397 230 3000 230 2724 230 2724 180 2724 230 2724 230 3000 230 2397 180 2397 230 3000 230 4037 230 3000 230 4012 230 50
230
7636
180
1800
90
900
90
900
230
3000
230
2000
6346
3710
3230
138 1893 90 1800 180 2374
180
1100
230
D112
230 6040 230 13535 180 6052 230 5627 230 6052 180 13535 230 6040 230 90
50 90 6500 19767 6087 19767 6500 90 50
230 970 180
180
770
D59
D112 D112 D112D112
D59
D59 D59 D59 D59D59D59
D112 D112 D112
D113
D105 D105
W93
W55bW55b W55bW55bW55b W55bW55bW55b W55b
W55b
W55b W55bW55b W55b W55bW55b W55b
W55b
W55b
W55b
W55b
180 970 230
230
7636
180
3780
230
3000
230
2000
6346
3710
3230
230
1070
230
230
720
230
770
180
2000
180
300mm wide duct to house SVP
1,0m high engineered glass balustrade with openings not greater than 100mm wide
fall fall fall
1,0m high engineered glass balustrade with openings not greater than 100mm wide
1,0m high engineered glass balustrade with openings not greater than 100mm wide
40mmø PVC stormwater pipe
40mmø PVC stormwater pipe
fall
40mmø PVC stormwater pipe
fall
fall
40mmø PVC stormwater pipe
fall fall
40mmø PVC stormwater pipe
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
30min firewall, refer to fire plan 30min firewall, refer to fire plan 30min firewall, refer to fire plan 30min firewall, refer to fire plan
180 2260 180 1800 90 1800
Handrail to be wrapped around corner
40mmø PVC stormwater pipe
40mmø PVC stormwater pipe
W55c W55c
fallfall
fall fallfall
Scale
Client
Project
Donovan YoungCell: 082 424 6314
Fax: 0866743108Email: [email protected]
Web: www.dmcarchi.co.za
SACAP T0469
10 Friesland StreetBuckingham VillageDurbanville7550
Date Plotted
Date
Architecture
Revision
Drawing number
For Official Use Only
This design is copyright and remains the property of the designer.
All dimensions & levels to be checked on site before any work commences.
Only figured dimensions to be followed do not scale from drawing.
IN ASSOCIATION WITH
pierre malan architectb.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225
1 : 10002/05/2017 1:05:43 PM
2016/18422 - 02
Proposed Office Block
CROSSFIRE PROPERTIES
May'2017
Erf 18422Paardevlei
Somerset West
First & Second Storey
FOR COSTING PURPOSES ONLY
1 : 100
02 - First Storey
1 : 100
03 - Second Storey
1
1
3
3
5
5 7
7 8
8 9
9
A A
BB
CC
D D
15.53m²Ablutions 7
tiles15.52m²Ablutions 8
tiles
A
05
A
05
85.09m²301
tiles52.54m²302
tiles
52.54m²307
tiles
79.73m²Passage 4
tiles
D45
D45
D45
D45
D45
D45
D45 D45
D112 D112
W65
W65
W65
W55b
W55b
W55b
W55b
W65
W65
W65
W55b W55b
W93
wc
wc
wcbasin
vanity
wc
wc
wcbasin
vanity
sink sink
B
05
B
05
C
05
C
05
14.20m²Landing 6
tiles
All balcony's to have 40mmø uPVC stormwater overflows.
Take NoteHandrails at stair to comply to Part M of the N.B.R
60mm wide stormwater channel
60mm wide stormwater channel
Take Note -PlumberAll sanitaryware on the upper floor to be provided with deep seal traps.
Combined soil, waste and vent stack concealed in cavity of wall
1,0m high handrail with openings not greater than 100mm wide
1,0m high balustrade with openings not greater than 100mm wide
Handrail to be wrapped around corner
2,4m high screenwalls to ablutions
300mm wide duct to house SVP 300mm wide duct
to house SVP
fall fall
40mmø PVC stormwater pipe
1,0m high handrail fixed to wall
30min fire wall, to be taken up to under side of roof covering
Fire wall, to be taken up to under side of roof covering
fallfall
1,0m high balustrade with openings not greater than 100mm wide
1,0m high balustrade with openings not greater than 100mm wide
E E
2
2
4
4
E
05
E
05
DN
1,8m high screenwall
2,4m high screenwalls
disable toilet
disable toilet
6
6
6.10m²300 - Balcony
tiles
52.54m²303
tiles
52.54m²306
tiles
6.10m²300a - Balcony
tiles
10
10
11
11
59.86m²304
tiles59.86m²305
tiles
47.23m²308
tiles44.35m²309
tiles
13.11m²309 - Balcony
tiles10.66m²
308 - Balcony
tiles11.86m²
307 - Balcony
tiles11.86m²
306 - Balcony
tiles5.93m²
305 - Balcony
tiles
5.93m²304 - Open Balcony
tiles11.86m²
303 - balcony
tiles
11.86m²302 - Balcony
tiles 23.77m²301 - Balcony
tiles
10906
180
1820
230
5636
180
1800
90
900
90
900
230
3000
230
2000
6346
3710
3230
1800 90 1800 180
1,0m high handrail fixed to wall
30min firewall, refer to fire plan
906 180
30min fire wall, to be taken up to under side of roof covering
30min fire wall, to be taken up to under side of roof covering
30min fire wall, to be taken up to under side of roof covering
230 6040 230 13535 180 6052 230 5627 230 6052 180 13535 230 6040 230
6500 19767 6087 19767 6500
180
770
D112
D59
D112D112
D119 D59D59
D59 D59
D59
D112D112
D59
D112
D115 D115
D112
D113
D105 D105
W55b W55b W55bW55bW55b W55bW55b W55b
W55b W55bW55b W55b W55bW55b W55b
W55b
W55b
W55b
W55c
180
2500
180
280 6244 180 5085 180 5677 180 5677 180 5677 180 5677 180 5677 180 5677 180 11509 280
26407 6087 26407
58900
180
2000
180
770
230
2270
230
8766
180
1500
950
230
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
Reinforced concrete stiffner as per engineers details and spec's
2724 230 2724 180 2724 2301357 1100 1577
1156
1702
fall
fall fall
fall
fall fall
fall
W55b
fall fall
fall
180
1820
230
5636
180
1800
90
900
90
900
230
3000
230
2000
13286
fallfall
fall fall fall
fallfall
fall
fallfall
fall
fallfall
fall
40mmø PVC stormwater pipe
40mmø PVC emergency overflow stormwater pipe
1,8m high screenwall
40mmø PVC emergency overflow stormwater pipe
40mmø PVC emergency overflow stormwater pipe
40mmø PVC emergency overflow stormwater pipe
60mm wide stormwater channel
40mmø PVC emergency overflow stormwater pipe
100mm x 100mm painted galvanised steel post fixed to top of wall with galvanised steel brackets and bolts
180 970970 180
3
5
4
6
7
8
9
10
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
35
36
37
38
39
40
41
4243
777666656463626160
95 94 93 92 91 90 89 79
78
444546575859
PARKING
PARKING
18
00
MM
HIG
H B
LA
CK
ST
EE
L M
ES
H F
EN
CIN
G W
ITH
PR
OV
ISIO
N F
OR
EL
EC
TR
IFIE
D F
EN
CIN
G A
BO
VE
1800MM HIGH BLACK STEEL MESH FENCING WITH PROVISION FOR ELECTRIFIED FENCING ABOVE
18
00
MM
HIG
H B
LA
CK
ST
EE
L M
ES
H F
EN
CIN
G W
ITH
PR
OV
ISIO
N F
OR
EL
EC
TR
IFIE
D F
EN
CIN
G A
BO
VE
sum
mer
suns
et
winter
sunset
summ
er
sunrise
win
ter
sunr
ise
S
WE
N
ERF 18422Paardevlei
Gardner Williams Avenue
SITE ACCESS SERVITUDE
AD
JO
ININ
G E
RF
19
31
8
AD
JO
ININ
G E
RF
19
52
5
KIMBERLEY ROAD
27 28 29 30 3126 32 33 34
85868788 828384 8081
70696867 737271 7574
545556 5253 49 4850 47
2 1
3°
3000
6750
51
RIG
HT
O
F
WA
Y S
ER
V.
6m
6m
6m
5.25m
5.25m
6.2
5m
6.2
5m
5.7
5m
5.75m
5.75m
5.75m
5.75m
6.2
5m
6.25m
6.2
5m
6.2
5m
6.25m
5.7
5m
5.7
5m
5.7
5m
5.25m
5.50m
5.5
0m
5.50m5.50m
5.50m
6.25m
5.50m 5.75m
5.25m
LPLP
5.315.25Boundary Dimension
71.90 m
Boundary
Dim
ensio
n5
4.0
0 m
Boundary
Dim
ensio
n5
4.0
0 m
Boundary Dimension
71.90 m
EXSISTING PARKING BAYSEXSISTING PARKING BAYS
5° 5°
5° 5
°
fall fall
fall fall
fall fall
fall fall
Stormwater to dispose 150mm wide slot in parapet wall in headerbox into downpipe below
refer boxgutter detail
Existing Manhole
96
97
98
Existing trees to be removed
Exis
tin
g f
ibre
op
tic c
ab
le
7500
2500
5000
7500
2500
5000
3500 3500
5000
disable disable
disable
disable
10mmø painted galvanised steel bars fixed into 100 x 100mm posts. All painted black
NOTES
ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH THE LOCAL
AUTHORITY REGULATIONS AND BY-LAWS AND THE NBR SABS 0400-1990.
ROOF CONSTRUCTION
REFER TO SECTION FOR NOTES.REFER ENERGY SPEC FOR INSULATION TO ALL ROOF AREAS.
RAINWATER WATER GOODS
125 X 85 OGEE PROFILE SEAMLESS ALUMINIUM GUTTERS AND 75 X 50 DOWNPIPES TO BE COLOURED CO-ORDINATED TO MATCH THE COLOUR OF THE GUTTERS SPECIFICATION.TO DISCHARGE INTO CATCHPITS AND TAKEN TO STORMWATER DISPOSAL.230 X 25 SA PINE grade 4 FASCIAS OR SIMILAR TO BE PRIMED AND PAINTED TO FINISHES SPEC.
CEILINGS
SKIMMED 6.5MM GYPSUM RHINO BOARD CEILINGS FIXED TO 38 X 38 BRANDERING AT MAX 400 CENTRES WITH GYPSUM CORNICES.
WINDOWS AND DOORS
WINDOWS AND DOORS - REFER WINDOW AND DOOR SCHEDULE.
GLAZING
ALL GLAZING TO COMPLY WITH REQUIREMENTS OF SABS 0137 - ACCESS DOORS AND SIDELIGHTS TO HAVE SAFETY GLASS. WINDOWS LOWER THAN 500MM FROM FLOOR, WINDOWS LOWER THAN 1800 ABOVE PITCH LINE OF STAIRS AND SHOP FRONTS TO BE SAFETY GLASS.
VENTILATION
MINIMUM OF 10% LIGHT AREA TO BE SUPPLIED TO EACH RESPECTIVE ROOM FLOOR AREA OF WHICH 5% OF FLOOR AREA IS OPENABLE.
FLOOR CONSTRUCTION
CARPET AND CERAMIC TILES ON 25MM SCREED ON 100MM THICK CONCRETE SLAB (15MPA) WITH REF 193 STEEL MESH ON 250 MICRON PVC UNDERLAY ON COMPACTED SANDBINDING LAYER MIN 100MM THICK ON WELL COMPACTED CLEAN FILL.
FOUNDATIONS
90 THICK INTERNAL WALLS TO BE FOUNDED ON 600 x 200mm FOUNDATIONS. 180 AND 230 WALLS TO BE FOUNDED ON 700 x 250mm FOUNDATION, ELSEWHERE FOUNDATIONS TO PROJECT 200mm PAST BRICKWORK AND TO BE 250mm DEEP.
DPC AND WEEP HOLES
PROVIDE 375 BRICK GRIP DPC TO WALLS AT FLOOR LEVEL, WINDOW CILLS AND WINDOW/DOOR HEADS WITH WEEP HOLES MIN EVERY 2ND PERPEND ABOVE OPENINGS AND WEEP HOLES AT 1000mm CENTRES MAXIMUM ELSEWHERE. DPC TO BE PROVIDED AT ALL EXTERNAL REVEALS OF DOORS AND WINDOWS.
WALLSEXTERNAL WALLS PROVIDE 4 WALL TILES PER SQUARE METRE OF WALLING AT AN EVENLY SPACED PATTERN. ALL CAVITIES UP TO FLOOR LEVEL TO BE FILLED WITH CONCRETE AND PROVIDE 3 BRICK FORCE LAYERS TO BELOW WALL PLATE.WALL STRUCTURE230 = EXTERNAL 50MM CAVITY WALL180 = SOLID WALL90 = INTERNAL WALL
GENERAL NOTES
SUPPLY I.D. PRE STRESSED CONCRETE LINTELS ABOVE ALL OPENINGS TO BE LAID TO MANUFACTURERS SPEC'S.
TREADS AND STEPS ARE TO BE MINIMUM OF 250mm WIDE AND RISERS ARE NOT TO EXCEED 200mm HIGH.
ANY FOUNDATIONS WHICH IS WITHIN 1250mm OF A DRAIN LINE MUST BE BELOW THE LEVEL OF SUCH A DRAIN LINE.
DPC TO BE MINIMUM 150mm ABOVE N.G.L.
PROVIDE FOR UNDER COUNTER WATER SUPPLY, WASTE CONNECTION AND POWER SUPPLY TO DISHWASHER AND WASHING MACHINE. STOPCOCKS AND ISOLATORS TO BE ABOVE COUNTER.
BUILDING F.F.L. TO BE MIN 230MM ABOVE B.O.F. OPPOSITE SEWER CONNECTION.
SUPPLY 20mmø PIPE WITH DRAW WIRE FROM BOUNDARY TO BUILDING AS REQUIRED BY TELKOM PTY(LTD).
ALL PRECAST LINTELS EXCEEDING 900MM OPENINGS TO BE LAID IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION
LOWER LIP OF STEPPED DPC MUST BE MIN 150MM ABOVE ADJACENT GROUND LEVEL.
ALL TIMBERS TO BE BUILT INTO WALLS TO BE WRAPPED IN DPC
CONTRACTOR WILL BE HELD LIABLE FOR THE CORRECT SETTING OUT OF THE BUILDING. CONTRACTOR TO CHECK AND VERIFIED ALL LEVELS AND DIMENSIONS ON SITE BEFORE COMMENCEMENT OF ANY WORK. WRITTEN DIMENSIONS TO BE USED IN PREFERENCE TO SCALING DRAWINGS.
ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS, INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED AUTHORITY.
ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE DESIGNER FOR CORRECTIONS OR EXPLANATIONS BEFORE ANY CONSTRUCTION PROCEEDED
PROVIDE TERMITE TREATMENT BELOW SURFACE BED AS PER S.A.B.S 0124.
ALL ELECTRICAL & PLUMBING WORK TO BE CARRIED OUT BY REGISTERED &QUALIFIED SUBCONTRACTORS.
FLOOR LEVEL TO BE MIN. 150MM ABOVE FINISHED EXTERNAL GROUND LEVELS.
PRECISE FINISHED FLOOR LEVEL TO BE ESTABLISHED ON SITE TOGETHER WITH DEPTHS OF FOUNDATIONS WHICH WILL BE BROUGHT DOWN A MINIMUM OF 600MM BELOW GROUND LEVEL TO A SOLID BASE UNLESS OTHERWISE STATED FROM ENGINEER
SET OUT FROM MUNICIPAL APPROVED PLANS ONLY.
IF IN DOUBT ASK
Scale
Client
Project
Donovan YoungCell: 082 424 6314
Fax: 0866743108Email: [email protected]
Web: www.dmcarchi.co.za
SACAP T0469
10 Friesland StreetBuckingham VillageDurbanville7550
Date Plotted
Date
Architecture
Revision
Drawing number
For Official Use Only
This design is copyright and remains the property of the designer.
All dimensions & levels to be checked on site before any work commences.
Only figured dimensions to be followed do not scale from drawing.
IN ASSOCIATION WITH
pierre malan architectb.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225
As indicated02/05/2017 1:05:46 PM
2016/18422 - 03
Proposed Office Block
CROSSFIRE PROPERTIES
May'2017
Erf 18422Paardevlei
Somerset West
Third Storey & Site Layout
FOR COSTING PURPOSES ONLY
1 : 100
04 - Third Storey
1 : 200
05 - Site & Roof Layout
ABCD
Kliplok profile roof sheeting @ 5° - Charcoal finish
All windows and doors to be aluminium, epoxy coated charcoal.
Base Height 6550
ENutec fibre cement fascia
1000 high balustrade with openings not to exceed 100mm
Steel and aluminium shading device - refer to detail
Headerbox
Headerbox
1
3 5 7 8 9
Kliplok profile roof sheeting @ 5° - Charcoal finish
All windows and doors to be aluminium, epoxy coated charcoal.
Charcoal Epoxy coated steel and aluminium shading device
Painted timber and steel balustrade - refer detail
2
4
Smooth plastered and painted
boundary Reinforced concrete beam over as per engineers details and spec's
6 10 11boundary
Black painted galvanised wrought iron remote controlled sliding gate
Shading device -refer detail
Reinforced concrete beam over as per engineers details and specifications
Reinforced concrete beam over as per engineers details and specifications
Shading device -refer detail
1
35789
450
Kliplok profile roof sheeting @ 5° - Charcoal finish
All windows and doors to be aluminium, epoxy coated charcoal.
Walls to be plastered and painted off white in the ivory to cream range elevations
2
4boundary
boundary
Provide for pre-stressed concrete lintols above all doors, windows and openings with small vertical weepholes spaced equally over these areas.
Seamless aluminium guttering to colour of roof. Provide 110ø uPVC downpipes to match colour of walls
Sloping plastered brick on edge cills with dpc under.
61011
f.f.l. 6550
f.f.l. 9805
f.f.l. 13060
f.f.l. 16315
44 x 144 meranti top members fixed to 44 x 220 meranti bearer. All fixed with galvanised steel brackets and bolts
05
ColumnDetail
Timber post - refer detail
Reinforced concrete beam over doors 3m and wider door openings as per engineers specifications
5° 5
°
5°
5°
15110
A B C D
Kliplok profile roof sheeting @ 5° - Charcoal finish
All windows and doors to be aluminium, epoxy coated charcoal.
E
Headerbox
Headerbox
Sloping plastered brick on edge cills with dpc under.
boundary
Walls to be plastered and painted off white in the ivory to cream range elevations
450 x 450 aluminium louvre vents
Scale
Client
Project
Donovan YoungCell: 082 424 6314
Fax: 0866743108Email: [email protected]
Web: www.dmcarchi.co.za
SACAP T0469
10 Friesland StreetBuckingham VillageDurbanville7550
Date Plotted
Date
Architecture
Revision
Drawing number
For Official Use Only
This design is copyright and remains the property of the designer.
All dimensions & levels to be checked on site before any work commences.
Only figured dimensions to be followed do not scale from drawing.
IN ASSOCIATION WITH
pierre malan architectb.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225
1 : 10002/05/2017 1:05:53 PM
2016/18422 - 04
Proposed Office Block
CROSSFIRE PROPERTIES
May'2017
Erf 18422Paardevlei
Somerset West
Elevations
FOR COSTING PURPOSES ONLY
1 : 100
East Elevation
1 : 100
North Elevation
1 : 100
South Elevation
1 : 100
West Elevation
1 : 100
Refuse - East Elevation
1 : 100
Refuse - South Elevation
ABCD
3000
255
3000
255
3000
255
3000
All foundations to be taken down to approved bearing level and to be min. 750 below natural ground level. Concrete to all foundations to be 20Mpa after 28 days. Foundations as per engineers details and specifications.
Roof trusses to be fixed on 76 x 50 wallplate and tied down with hoop iron 600mm into brickwork
All windows and doors to be aluminium, epoxy coated charcoal.
Walls to be plastered and painted off white in the ivory to cream range
All structural work as per civil and structural engineer
BOUNDARY
Base Height 6550
F.F.L. 9805
F.F.L. 13060
F.F.L. 16315
n.g.l.
Charcoal Epoxy coated steel and aluminium shading device
Foundations as per engineer details and spec's
Foundations as per engineer details and spec's
F.F.L. 6550
E
Natural Gradient Line
Miniumum 400mm brickwork above lintol
Stepped dpc with weepholes at 1000mm centres.
1,0m high balustrade with openings not greater than 100mm wide
Charcoal Kliplok roof sheeting @ 5° pitch on 75 x 50mm purlins at ±1200mm c/c on sisalation on rafters designed by structural roofing engineer at max. 1000mm c/c on 114 x 38mm wallplate. All as per roofing manufacturing details and spec's. Rafters to be tied down with 30mm galvanised steel hoop iron built min. 600mm into brickwork. Timber to be Grade 8. Flashings and counter flashings to waterproofing specialist details and specifications. Refer to energy spec. for insulation.
clean compacted fill
135mm insulation - refer energy spec.
Stepped dpc with weepholes at 1000mm centres.
Stepped dpc with weepholes at 1000mm centres.
ceilingceiling
Stepped dpc with weepholes at 1000mm centres.
Take Note - Fire
RequirementsRefer to fire plan Dwg
5°1000
1200
A B C D
F.F.L. 16315
F.F.L. 13060
F.F.L. 9805
F.F.L. 6550
E
Reinforced concrete staircase, slab and foundations as per engineers details and spec's
CONCRETE ROOFS
SABS approved waterproofing membrane, secured under 20mm nominal gravel on screed laid to fall on reinforced concrete slab to engineers details and spec's
Painted Nutec fibre cement suspended ceiling
2640
f.f.l. 6550
f.f.l. 9805
f.f.l. 13060
f.f.l. 16315
170
3000
255
3000
255
3000
255
3000
340
CONCRETE ROOFS
Isoboard® high density 32-36kg/m³ rigid extruded polystyrene 100% closed cell insulation boarding 80mm thick x 600mm wide with shiplap joints laid tightly butted on waterproofing membrane (elsewhere), secured under 20mm nominal gravel on screed laid to fall on reinforced concrete slab to engineers details and spec's
1
855
2400
855
1328
300
2400
2
Reinforced concrete staircase, slab and foundations as per engineers details and spec's
F.F.L. 6550
F.F.L. 9805
F.F.L. 13060
F.F.L. 16315
3000
255
3000
255
3000
255
1,0m high balustrade with openings not greater than 100mm wide
163
250
Reinforced concrete staircase as per engineers drawings and specifications20 risers @162mm height19 treads @250mm width
2400
855
2400
855
2400
ABCDE
F.F.L. 16315
F.F.L. 13060
F.F.L. 6550
4100
255
3000
255
3000
255
3000
1600
Reinforced concrete slab as per engineers details and spec's. Waterproofing as per specialist
Retaining wall and foundations as per engineers details and spec's
Waterproofing as per specialist
Lift Shaft
All structural work as per civil and structural engineer
ceiling ceiling
Lift Shaft
Lift Shaft
Lift Shaft
n.g.l.n.g.l.
Final lift shaft details as per specialist details
Insulation - refer energy spec.
5°
1000
2400
700 x 250foundation
700 x 250foundation
Charcoal Kliplok roof sheeting @ 3° pitch on 75 x 50mm purlins at ±1200mm c/c on sisalation on 76 x 228 rafters at max. 1000mm c/c. Rafters to be tied down with 30mm galvanised steel hoop iron built min. 600mm into brickwork. Timber to be Grade 4. Flashings and counter flashings to waterproofing specialist details and specifications.
Provide for galvanised flashing and counter-flashing all round.
boundary
Boxgutter - refer detail
Plastered and painted surface - finish as per specifications
Tiewires every 4th course above ground floorslab.
375 micron stepped dpc
Weepholes at maximum 1000 centres
Brickforce
As per engineers details and spec's
Concrete filled foundation wall
Hardcore filling
250 micron dpc
100mm thick concrete slab
Internal walls to have smooth plaster finish: -Painted according to specification
finished ground level
min
.150
No horizontal damp-proof course shall be installed less than 150 mm above the level of the adjacent finished ground.
Window frame
Stock brick turned and angled
Waterproofing
Floor covering as per clients choice
100 mm Concretesurface bed
25 mm Screed
25 mm Sand bed
Stretcher bond bricks
Silicone corking to window reveals
Smooth plaster
Smooth plaster
500
1780
120
685
851
70
30 30
450
350
25
Oil treated hardwood timber handrail
Chemically anchored bolts
10mmø Rust proofed and painted steel bar
Painted galvanised steel plate shaped as shown
Painted galvanised steel timber handrail
80 40 10
60
59
643
9
60 60 10
6030
10
95
60
12
40
10
010
010
010
010
010
010
015
5
10
00
10 10 10
120 I-Beam galvanisedand powder coated
White powdercoated aluminiumtubing
Plan
Rear Elevation
Front Elevation
Side ViewRefer elevation fornumber of supports
Charcoal powder coated steel and aluminium shading device
1190
10
100
Refer elevation for widths
2742
45 110 737 110 737 110 737 110 45
200
100
4025
7825
7825
7825
7825
7825
7825
7825
7825
7825 200
70
50
120
200
Screed laid to fall towards fullbore outlets
Washed crusher stone ballast is spread over insulation panel to a thickness of +- 20-30mm.
Reinforced concrete slab as per engineers details and specifications
Cornice as per clients choice
SpecificationOne layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by ‘torch-fusion’ finished with two coats bituminous aluminum paint. Waterproofing to be installed by an Approved Derbigum Contractor under a ten year guarantee
Smooth skimmed plastered to underside of slab
Fillet (75 x 75mm)
Topping to fall
Water-permeable filter fabric
80mm thick IsoBoard profiled all-round with shiplap or tongue and groove edge profiles is laid over the water-proofing membrane.
Substrate
The substrate shall be to falls and cross falls of 1:80 to outlets. If no falls and cross falls exist (not recommended) a dual layer system must be used. The substrate shall be surface dry, clean and smooth; free of voids, protrusions and contaminants. The area is then to be primed using a bituminous primer. Internal corners shall be filleted and external corners rounded.Outlets
The waterproofing is to be fully dressed into the drainage outlets so as to ensure a watertight seal. Outlets are to be positioned so that they are easily accessible both for the Waterproofing Contractor at the time of installation and maintenance purposes at some future date. Ensure that the level of the flange is kept below the screed level so as to prevent ponding around the outlet.Flood Test
The integrity of the waterproofing system should be established by means of a flood-test of 48hrs – 72hrs duration, prior to handing over to the contractor. A certificate is to be obtained from the Main Contractor recording the date and time-period of the test and that the waterproofing system was handed over in a clean, proper and watertight condition.
Insert
Security Fixing
Cap
50
18
00
17
30
200
50
20 20
600
2500
400 X 400 X 500 Concrete footings
70 x 70mm black painted galvanised steel posts. Final design and sizes as per specialist design and specifications
Scale
Client
Project
Donovan YoungCell: 082 424 6314
Fax: 0866743108Email: [email protected]
Web: www.dmcarchi.co.za
SACAP T0469
10 Friesland StreetBuckingham VillageDurbanville7550
Date Plotted
Date
Architecture
Revision
Drawing number
For Official Use Only
This design is copyright and remains the property of the designer.
All dimensions & levels to be checked on site before any work commences.
Only figured dimensions to be followed do not scale from drawing.
IN ASSOCIATION WITH
pierre malan architectb.arg. b.arch. arg.(sa) arch.(sa) Reg. No. 6225
As indicated02/05/2017 1:05:56 PM
2016/18422 - 05
Proposed Office Block
CROSSFIRE PROPERTIES
May'2017
Erf 18422Paardevlei
Somerset West
Sections & Details
FOR COSTING PURPOSES ONLY
1 : 100
Section A-A 1 : 100
Section B-B
1 : 100
Section C-C
1 : 100
Section E-E
1 : 100
Section D-D
1 : 15
Double Wall Foundation Detail 1 : 10
Cill Detail 1 : 50
Column Detail 1 : 10
Balustrade Detail
1 : 20
Shading Device
1 : 10
Slab Waterproofing Detail
1 : 30
Steel Mesh Fencing Detail
Door Schedule - Glass Standards to conform to NBR
Level Type Mark Orientation Width Height Count Description Finish
01 - Ground Storey 39 East 1600 2400 1 Aluminium glass panel door Charcoal powder coated
01 - Ground Storey 45 Internal 900 2082 8 6 Panel masonite decorative panel door Painted according to spec.
01 - Ground Storey 112 Internal 1600 2400 2 Class B solid fire door Painted according to spec.
01 - Ground Storey 113 Internal 1600 2200 1 Door as per lift company As per manufacturer
01 - Ground Storey 39 North 1600 2400 2 Aluminium glass panel door Charcoal powder coated
01 - Ground Storey 59 North 3000 2400 6 Aluminium 4 panel sliding door Charcoal powder coated
01 - Ground Storey 39 South 1600 2400 6 Aluminium glass panel door Charcoal powder coated
01 - Ground Storey 39 West 1600 2400 1 Aluminium glass panel door Charcoal powder coated
01 - Ground Storey 61 West 1600 2100 1 Horizontal grooved hollowcore door. Painted according to spec.
28
02 - First Storey 45 Internal 900 2082 8 6 Panel masonite decorative panel door Painted according to spec.
02 - First Storey 105 Internal 1300 2400 2 Class B solid fire door Painted according to spec.
02 - First Storey 112 Internal 1600 2400 9 Class B solid fire door Painted according to spec.
02 - First Storey 113 Internal 1600 2200 1 Door as per lift company As per manufacturer
02 - First Storey 59 North 3000 2400 6 Aluminium 4 panel sliding door Charcoal powder coated
02 - First Storey 59 South 3000 2400 2 Aluminium 4 panel sliding door Charcoal powder coated
28
03 - Second Storey 45 Internal 900 2082 8 6 Panel masonite decorative panel door Painted according to spec.
03 - Second Storey 105 Internal 1300 2400 2 Class B solid fire door Painted according to spec.
03 - Second Storey 112 Internal 1600 2400 9 Class B solid fire door Painted according to spec.
03 - Second Storey 113 Internal 1600 2200 1 Door as per lift company As per manufacturer
03 - Second Storey 59 North 3000 2400 6 Aluminium 4 panel sliding door Charcoal powder coated
03 - Second Storey 59 South 3000 2400 2 Aluminium 4 panel sliding door Charcoal powder coated
28
04 - Third Storey 115 East 900 2400 1 Aluminium glass panel door Charcoal powder coated
04 - Third Storey 45 Internal 900 2082 8 6 Panel masonite decorative panel door Painted according to spec.
04 - Third Storey 105 Internal 1300 2400 2 Class B solid fire door Painted according to spec.
04 - Third Storey 112 Internal 1600 2400 9 Class B solid fire door Painted according to spec.
04 - Third Storey 113 Internal 1600 2200 1 Door as per lift company As per manufacturer
04 - Third Storey 59 North 3000 2400 5 Aluminium 4 panel sliding door Charcoal powder coated
04 - Third Storey 119 North 1800 2400 1 Aluminium glazed sliding door Charcoal powder coated
04 - Third Storey 59 South 3000 2400 2 Aluminium 4 panel sliding door Charcoal powder coated
04 - Third Storey 115 West 900 2400 1 Aluminium glass panel door Charcoal powder coated
30
Grand total: 114
Window Schedule - Glass Standards to conform to NBR
Level Type Mark Orientation Width Height Count Head Height Description Finish
01 - Ground Storey 55b East 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 55c East 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 65 East 500 500 3 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 55b North 1000 1800 11 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 55b South 1000 1800 10 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 55b West 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 55c West 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
01 - Ground Storey 65 West 500 500 3 2400 Aluminium top hung window Charcoal powder coated
01 - Ground Storey: 33
02 - First Storey 55b East 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey 55c East 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
02 - First Storey 65 East 500 500 3 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey 55b North 1000 1800 13 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey 55b South 1000 1800 10 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey 93 South 2400 2400 1 2400 Alumnium top hung windowwith fixed sublights
Charcoal powder coated
02 - First Storey 55b West 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey 55c West 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
02 - First Storey 65 West 500 500 3 2400 Aluminium top hung window Charcoal powder coated
02 - First Storey: 36
03 - Second Storey 55b East 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey 55c East 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
03 - Second Storey 65 East 500 500 3 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey 55b North 1000 1800 13 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey 55b South 1000 1800 10 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey 93 South 2400 2400 1 2400 Alumnium top hung windowwith fixed sublights
Charcoal powder coated
03 - Second Storey 55b West 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey 55c West 1000 1800 1 4028 Aluminium top hung window Charcoal powder coated
03 - Second Storey 65 West 500 500 3 2400 Aluminium top hung window Charcoal powder coated
03 - Second Storey: 36
04 - Third Storey 55b East 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey 65 East 500 500 3 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey 55b North 1000 1800 12 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey 55b South 1000 1800 10 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey 93 South 2400 2400 1 2400 Alumnium top hung windowwith fixed sublights
Charcoal powder coated
04 - Third Storey 55b West 1000 1800 2 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey 65 West 500 500 3 2400 Aluminium top hung window Charcoal powder coated
04 - Third Storey: 33
Grand total: 138
