erf 1981 Newton Park

Slope

13

14

15

16

17

0mm Building line

56 682 BOUNDRY LINIE

ALL STORM WATER MANAGEMENT TO ENGINEERS SPECIFICATIONS

Existing Vibracrete wall

1 : 200

105.43

105.00 104.90m2

2.40m2

104.50

105.00 104.90m2

3 x 110⌀ pipes in wall at 1:70 slope

3.12m2

104.40

105.00 104.90m2

104.80

1.80m2

s.s 01 COVER LEVEL -1 853 INVERT LEVEL -2 240 DEPTH 450 DISTANCE FALL

104.30 104.90

STORMWATER BOUNDRY WALL DETAIL 2

1 : 20

2.63m 1:60

IE 1 RE 1 IE 2

-1 853 -2 460 607

ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES

105.00

STORM WATER MANAGEMENT 1 : 200

new ⌀110mm soil pipe to slope min 1:60 fall to connect into drainage line 02

Concrete surface as per engineers details

10m

104.90

wc

PROJECT

ERF 1981 NEWTON PARK

ERF 321 LANE

DRAWING

NGL

Plastered Bund/brick wall as per engineers details

10m

105.00

whb

2630

GROUND STOREY

8m

1.28m2 104.60

ss/vp

drainage/sewerage lines underneath load bearing wall to be encased in concrete.

SITE PLAN. 1

IE 3

Slope

External wall of proposed new building

24 BAYS

Ex.MH to be moved to new position

lope :70 s

588m 2

EXISTING

@1

4 BAYS PER 100m2 GLA BAYS PROVIDED

....................................................................

10⌀

ERF 1980

1:10 104.30

.............................................................................

3x1

N

Existing vibracreate wall

104.80

Client

Architect

G

new ⌀110mm PVC stubstack and vent point to be min 1m from ffl

12

13.8° Roof pitch

11

New paving to match 18existing 19

110mm uPVC Drainage pipe min 450 mm below NGL TO COMPLY TO SANS 10400 PART P

PROPOSED NEW WAREHOUSE ERF 1981

5050

10

Slope

2° Roof pitch

6

9

2400

New parking

5050

Existing Clearvu fence

2400

5

105.00

150mm x 120mm Custom aluminum conealed box gutters notched to suit profile 1:100

Existing paving (Highlited in light grey)

6627

Ex. Vehicular Exit

1:10

104.40 1:10

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P.

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

SDP SITE PLAN CLIENT

Wayne Mukheibir ALLOTMENT

ERF NUMBER

Erf 1981

NEWTON PARK DRAWN

SCALE

Drainage Line 03.

As indicated DWG USE

DATE ISSUED

1 : 100

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

SM

001 - 01

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 2:59:42 PM

104.90

Ex. gate

Storm water to attenuate in an controlled manner

NOTE: IMPORTANT

IE 4

Existing parking to remain unaffected

UP

0mm Building line 28 341 BOUNDRY LINIE

6201

ss/vp

8

Storm water management to engineers specification Slope Slope

IBR 686 colour tbc fixed with fastners on steel cchannel as per manufacturer

drainage line 02

Slope

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

DRAINAGE LINE 02

1:80 Slope 1:100 Slope Slope

Existing Clearvu fence

5mm Building line

New paving to match existing

Total pond area = 268m2 Total pond volume = 66.92m2 Pond volume required = 51m2

01

4

7

Slope

Existing drainage line to remain

630

Slope

UP

Existing Roof to remain unaffected

Ex. steps to remain unaffected

105.00

1:10 1:12 RAMP

Existing drainage line to be made redundant

E

EXISTING PARKING TO REMAIN UNAFFECTED

UP

1:10

104.50

20

LIN

3

EXISTING ERF 1981

Ex. Clearvu pedestrian gate

321

105.0024

paving sloped down towards the middle

GE

28 341 BOUNDRY LINIE

Existing Pedestrian access

Ex. paving (Highlited in light grey)

NA

EXISTING PARKING TO REMAIN UNAFFECTED

2

Existing drainage line to remain

23

AI

MANGOLD STREET

1

24

Date

EXISTING drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

DR

Street furniture unaffected

NEW PARKING

Ex. MH to be 21 moved to new position.

13.8° Roof pitch

e

Description

1500

Slope 22

M H ss/vp

Slop

Number

X

2° Roof pitch

e

REVISION NOTES:

s.o.p

105.00

1:10 Slope

Slop

Existing paving (Highlited in light grey)

Existing gate

104.60

105.43

0mm Building line

Existing vibracreate wall Existing Vehicular Entrance

ERF 1983

ss/vp G

56 682 BOUNDRY LINE

New Disabled parking

ERF 2816

Slope

Existing water meter

27721 3146 2500 24121 15237

G

WC

CW

2500mm x 2700mm New Roller shutter door

new 270mm brick fire wall to have a bagged finish

2180

475 1100 270

drainage/sewerage lines underneath load bearing wall to be encased in 230mm concrete to comply with planter existing MH to SANS 10400 PART P wall be moved to new position Beam above to Engineers specification

900

1

1 : 100

360

230

18 17 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

1

UP 1000

1040

4216

1138

paving sloped down to the middle

Slope

2500mm x 2700mm New Roller shutter door

6600

D2 02

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. 110

3210 3754

230

2500

484

W4 01

1540

RECEPTION 02 Epoxy 5 m² D04

900

01

D04 10

W3 01

New planter box

3146 Beam above

Slope

114 x 38mm Timber composite column

Slope 2084 230

230 593 4719

114 x 38mm Timber composite column

1800 110

2005 1243

Wayne Mukheibir ALLOTMENT

ERF NUMBER

510

W3 02

420

DRAWING

CLIENT

OFFICE 02 Epoxy 10 m²

900

UP

2000

SDP GROUND STOREY PLAN

270

LOBBY 02 Epoxy D3 3 m²

1598

D3 01

PROJECT

ERF 1981 NEWTON PARK existing wall demolished

new 110mm brick wall to be finished to match existing from ffl till u/s slab

270 1000

....................................................................

All structural columns to engineer

Erf 1981

SCALE

230

270

.............................................................................

Architect 14800

2500 270

1800 17655

Client

40 10

2858

1800

GROUND FLOOR PLAN

900 16

900

1025

1353

441270 973

270 270

Slope

CW 20mm

WHB

Minimum of 1m spacing shelving

02

Slope

1000

D04 05

1

1025

1309

2500mm x 2700mm New Roller shutter door

1860 1598

Slope 3932 7955

2 m²

D04 04

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M to be treated against termites

9441

1:12 RAMP 133 900

2 m²

WHB CW 20mm

existing wall demolished

Slope

Slope 1690

MALE

2

Existing drainage line to remain

530

FEMALE

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

WC

ABLUTIONS ABLUTIONS HW HW

528

2044

230

CW

Date

NOTE: IMPORTANT

ss/vp

CW

Description

900

All structural columns to engineer

D1 01

W1 05

Minimum of 1m spacing shelving

1512

LOBBY 01 Epoxy 2 m²

WC

new 230mm brick wall to be finished to match existing from ffl till u/s slab

existing wall demolished

D2 01

W6 01

D1 02 1507

New planter box

W6 02

830

Number Fire screen wall up till lintel height to Enginneers specification

WAREHOUSE 02 Epoxy 158 m²

1320

New 230mm wall to be plastered and painted to match exising from ffl to u/s of slab

WC

06

D04 09

RECEPTION 01 Epoxy 21 m²

D04 08

947

2500mm x 2700mm New Roller shutter door

2500

900

CW

ss/vp MHW1

Existing door frame to be relocated to new position

New 230mm wall to have an exposed finish

HW

Disabled Wc Tile WHB 5 m²

230

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

D2 03

W1 04

W10 G 01

D04 03

new 230mm brick wall to be finished to match existing from ffl till u/s slab

COUNTER

2000

20mm CW

2534

270

5279 2868

Existing window and frame moved to new window position as indicated. Remaining wall to be demolished till u/s Lintel, make good in all trades

existing Water tank be moved

IE 4

KITCHEN 02 TILE 3 m²

new 230mm brick wall to be finished to match existing from ffl till u/s slab

Existing drainage line to be made redundant

Counter flap

D6 02

D2 05

REVISION NOTES:

1260 270 500 668

1025

270

New 270mm wall to be plastered and painted to match exising from ffl to u/s of slab

existing wall demolished

2347

598 598 270

2000

270

New 230mm wall to be plastered and painted to match exising from ffl to u/s of slab

new door position for Existing door and frame 1025

Ex.MH to be moved to new position

2500mm x 2700mm New Roller shutter door

2178

800

All structural columns to engineer

D2 04

900 732

9200

13568 12970

Office 01 Tile 28 m²

230 928

1500

D6 01

230 1198 592 500

NEW .MH

4214

3271 110

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

drainage line 01

MALE 6 5 4 3 2 1 ABLUTIONS18 17 16 15 14 13 12 11 10 9 8 7 boardroom HW 2 m² 4275 Tile WHB WHB Existing DB BATHROOM 01 10 m² D04 new CW CW D04 new treaded timber steps . 20mm 20mm Tile 01 02 position treads @ 270mm 6 m² HW risers @ 170mm in accordance 900 828 900 230 Existing wall to SANS 10400 Part M, to be WHB to remain Existing window and frame to be treated against termites CW trades. 20mm removed and bricked up to be D04 plastered and painted to match 07 elsewhere Maximum sink KITCHEN stacking of 3m Tile 230 HW New 230mm Ex. window frame to be 5 m² wall to be relocated as indicated to make D04 CW WAREHOUSE 01 20mm plastered and space for now door opening 06 Epoxy painted to match Minimum Minimum 110 900 270 exising from ffl 99 m² of 1m of 1m 1280 to u/s of slab Existing DB to be spacing spacing moved to new position shelving shelving Sh

FEMALE ABLUTIONS 2 m² HW

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

New below 250L Gyser with drip tray ceiling

WC

1500 1200

1800 110

1554 3424

10066

230

DRAWN

1 : 100

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

2

NEWTON PARK

001 - 02

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 2:59:49 PM

CW

IE 3

W1 03 ss/vp

230 530

110

WC CW

IE 2

1060

HW

20mm CW

270

existing wall demolished

ss/vp

W1 02

810

9704

260

W1 01

All structural columns to engineer

747

4584

5533

IE 1

975

RE 1

4878 2500

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

1:12 ramp to comply with SANS 104400 PART S

Fire screen wall up till lintel height to Enginneers specification

1500

7901

270 1511

270

230 491

1950

810

230

5534

5801

23367

230

2840

1198 500

270

230 844

1167

500

1200 500

New below 250L Gyser with drip tray ceiling

270 915

4220

1750

CW 20mm

270 2040

HW

3060 1600 3600

2178

270 1000

REVISION NOTES:

Number

2 27721 270

17385 3940

1000

270

1600

5206

1600

W5 02

W6 01

1600

All structural columns to engineer

W5 03

2564

1600

W5 04

2788

2

NOTE: IMPORTANT

W5 05

11470

new timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M, to be treated against termites

INTERNAL: new 270mm brick fire wall to have a bagged finish

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

Mezzanine Epoxy 68m2

Maximum stacking of 3m

new timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M, to be treated against termites

Maximum stacking of 3m

Maximum stacking of 3m 1025

8750

1025

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

4252

INTERNAL: new 270mm brick wall to have a bagged finish

10930

4275

2118

Mezzanine storage Epoxy 12 m²

2178

2180

6090

1060

270

18 17 16 15 14 13 12 11 10 9 8 7 6 5 3 2 1 4

Date

9796

2285

270

All structural columns to engineer

3538

Description

1

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

UP 1000

1025

1

Existing parapety wall to be demolished till u/s of decking make good all trades

Client

............................................................................. ....................................................................

3260

16980

Architect

270

W7 07

W5 08

1025

1138

20470

1025

All structural columns to engineer

W5 09

2° roof pitch

150mm x 120mm Custom aluminum concealed box gutters notched to suit profile

Maximum stacking of 3m

IBR 686 colour tbc fixed with fastners on 76 x 38mm timber purlin

270 1400

3525

ERF 1981 NEWTON PARK

2

14009 3530

230 1600

PROJECT

5130

3146 1600

870

DRAWING

17655

SDP MEZZANINE

2840

110

Lobby to be boxed using 12mm Rhino board and timber battens .

All structural columns to engineer

MEZZANINE STOREY PLAN Copy 1 1

1 : 100

4679

110 10196

150mm x 120mm Custom aluminum conealed box gutters notched to suit profile

1243

110

ALLOTMENT

Erf 1981

NEWTON PARK DRAWN

SCALE

2° roof pitch 400

Wayne Mukheibir ERF NUMBER

270

UP

CLIENT

1 : 100

3384

2 IBR 686 colour tbc fixed with fastnerS on 76 x 38mm timber purlins

270

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 03

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 2:59:55 PM

All structural columns to engineer

12068 598270

7549

110

2868

3271

REVISION NOTES:

270

9200

Number

Description

Date

1600

270 3060

3600

2040

270 1750 230 1198 230 1200 270

1000

230 1167 270

17750

5801

MALE ABLUTIONS 2 m² WC WB

230

1950

27721

230 3146

24121

270 4878 230 1500

IE 4

530 810

W1 05

270 1260 230 1198 230

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

W10 01 W1 04

FEMALE ABLUTIONS 2 m²

D04 04 D04 05

G

KITCHEN 02 TILE 3 m² sink

D04 03

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

Client

747 UP

230

1000

1554

4250

D6 02

ss/vp

WAREHOUSE 02 Epoxy 158 m²

360 866 298 866 528 900 600230

D04 01

500 844 500 915 500 5534

D2 05

D3 02

OFFICE 02 Epoxy 10 m²

W3 01

491 810

D2 03

2500

D2 04

1511

D2 01

2044 1540

D6 01

1040

2500

900

NOTE: IMPORTANT

1060

2635

270

110

260 250 900

1512

D2 02

300 300 300 839

2500 420

1598

1320

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

1200

2858

RECEPTION 02 Epoxy 5 m²

W3 02

2005

2635

1800

6600 2500

D3 01

262

1800

10066

110 1243 110 3424

270

LOBBY 02 Epoxy 3 m²

230

1854

230

EXISTING BUILDING TO REMAIN UNAFFECTED

1860 1598

W1 03

668 500 928 500 592

4480

3754

EX. kitchen tile 6 m²

WAREHOUSE 01 Epoxy 99 m²

9441 441270 441532

G

18

W1 01

218017

RECEPTION 01 line to be made D1 redundant 02 Epoxy 21 m²

Existing drainage line to remain

ss/vp

828 230 900

MALE ABLUTIONS 2 m² WC

4275

1800

270

Existing drainage

W1 02

FEMALE ABLUTIONS 2 m²

900

270 270

LOBBY 01 Epoxy 2 m²

D1 01

ss/vp

sink 270 900 270 1100 475

IE 1 RE 2

1500

BATHROOM 01 Tile WC WB 6 m²

IE 2

1307

SH

1507

230

Ex. Storage 01 timber 14 m²

Ex. Office 03 timber 26 m²

1 2 3 4 5 6 7 8

3146

Ex.OFFICE 02 timber 17 m²

WC ROOM 02 tile 3 m²

Ex. PASSAGE timber 12 m²

732 KITCHEN Tile 5 m²

2804

2907

Ex. Reception tile 11 m²

17655

WC ROOM 01 tile 3 m²

Ex. Lobby tile 4 m²

843

D04 07

1800

Ex. Storage 02 timber 29 m²

Ex. Office 01 timber 17 m²

4702

Ex. Server room concrete 6 m²

Disabled Wc Tile WC 5 m²

5202

ss/vp

MH

D9 12

boardroom Tile 10 m²

1010

IE 3

Office 01 Tile 28 m²

900 110

1690 900 133

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

230

2983

530

Existing wall to remain

.............................................................................

drainage/sewerage lines underneath load bearing wall to be Architect encased in concrete to comply with SANS 10400 PART P

....................................................................

Ex.MH to be moved to new position

270

21867

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M

GROUND STOREY FFL.

ERF 1981 NEWTON PARK

1 : 200 EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

new 230mm panter wall

22308

Internal : 270mm brick wall to be finished to match existing from ffl till u/s slab

SDP GROUND FFL CLIENT

Wayne Mukheibir

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

new. manhole COVER LEVEL 10 500 INVERT LEVEL9 519 DEPTH 981 DISTANCE FALL

ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES

DRAINAGE LINE 01. 1 : 100

DRAWING

Internal :new 230mm brick wall to be finished to match existing from ffl till u/s slab

new. manhole

Ex. drainage line

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

22.308m 1:40

drainage/sewerage lines underneath load bearing wall to be encased in concrete to comply with SANS 10400 PART P

ALLOTMENT

ERF NUMBER

Erf 1981

NEWTON PARK DRAWN

SCALE

new. manhole 9 366 8 904 462

As indicated

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 04

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:02 PM

1

PROJECT

REVISION NOTES:

2125mm Fire screen wall to Enginneers specification

Description

Date

1500

2125mm Fire screen wall to Enginneers specification

Number

NOTE: IMPORTANT

MALE ABLUTIONS FEMALE Tile 18 17 16 15 14 13 12 11 10 9 8 7 6 5 3 2 1 4 ABLUTIONS 2 m²

boardroom Tile 10 m²

Tile 2 m²

BATHROOM 01 Tile 6 m²

A3

KITCHEN 02 TILE 3 m²

E2

Minimum of 1m spacing shelving

WB

FEMALE MALE ABLUTIONS ABLUTIONS 2 m² 2 m²

F5 Maximum stacking of 3m

A3 1028

1025

WAREHOUSE 01 Epoxy 99 m²

1280

2500

732

sink KITCHEN Tile 5 m²

E2

UP

Office 01 Tile 28 m²

A1

Disabled Wc Tile 5 m²

A2 RECEPTION 01 Epoxy 21 m²

E5

4216

F13

WAREHOUSE 02 Epoxy 158 m²

Maximum stacking of 3m

1025

E3

1025

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

Client 1025

1138

.............................................................................

Architect

....................................................................

E2 Minimum of 1m spacing between shelving

LOBBY 01 Epoxy 2 m²

E2

PROJECT

ERF 1981 NEWTON PARK

DRAWING

SDP GROUND FLOOR FIRE PLAN

E5

RECEPTION 02 Epoxy 5 m²

OFFICE 02 Epoxy 10 m²

E3

CLIENT

Wayne Mukheibir ALLOTMENT

ERF NUMBER

Erf 1981

NEWTON PARK DRAWN

SCALE

1 : 100

GROUND Fire plan Copy 1 1

1 : 100

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 05

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:09 PM

UP

LOBBY 02 Epoxy 3 m²

REVISION NOTES:

A1

F13

E16

18 17 16 15 14 13 12 11 10 9 8 7 6 5 3 2 1 4

1060

Number

Mezzanine storage Epoxy 12 m²

A1

F13

Maximum stacking of 3m

New Fire wall

E16 18

Maximum stacking of 3m

UP

17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

1000

Description

Date

NOTE: IMPORTANT Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

Client

.............................................................................

Architect

....................................................................

Maximum stacking of 3m

PROJECT Maximum stacking of 3m

ERF 1981 NEWTON PARK

DRAWING

SDP MEZZANINE FIRE PLAN UP

CLIENT

Wayne Mukheibir ALLOTMENT

ERF NUMBER

Erf 1981

NEWTON PARK DRAWN

SCALE

1

1 : 100

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 06

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:14 PM

mezzanine fire plan Copy 1

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

2125 2804 GROUND FLOOR 10 520

WAREHOUSE 01 Epoxy 99 m²

Existing wall to remain

D04 07

NGL

KITCHEN Tile 5 m²

D6 01

D04 02

D04 Sink 01

New 110mm wall to be plastered and painted to match exising from ffl to u/s of slab

Existing concrete slab. Existing concrete foundation.

Maximum of 3m stacking height

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M, to be treated against termites

Existing concrete foundation.

D2 04

D2 05

WAREHOUSE 02 Epoxy 158 m²

D6 02

new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers.

D04 03

D04 04

D04 05

stepped dpc and weephole

NGL

new 270mm cavity foundation wall to be filled with concrete till weephole.

new concrete foundation to engineers detail.

Fire screen wall up till lintel height to Enginneers specification

FEMALE ABLUTIONS 2 m²

new 270mm cavity foundation wall to be filled with concrete till weephole. NGL new concrete foundation to engineers detail.

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

W4 01

OFFICE 02 Epoxy 10 m²

new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers.

1 : 100

4750 2125

Maximum of 3m stacking height

IBR 686 colour tbc fixed with fastnerS on 76 x 38mm timber battens

W3 01

WHB

SECTION B-B Copy 1

.............................................................................

114 x 38mm Timber composite column to

stepped dpc and weephole

new 270mm cavity foundation wall to be filled with concrete till weephole.

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M, to be treated against termites

....................................................................

TOP OF ROOF 02 18 235

679

WAREHOUSE 02 Epoxy 158 m²

INTERNAL: new brick wall to have a bagged brick finish

INTERNAL: new brick wall to have a bagged brick finish.

WC

stepped dpc and weephole

2

New Concrete to Engineers detail

1100

Mezzanine storage Epoxy 12 m²

Client

PROJECT

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

INTERNAL: new brick wall to have a bagged finish.

W5 05

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

13.80°

Steel C - channels @ 1200mm cc to engineers specifications

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel truss to Engineers specification

13.80°

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

Steel Girder to Engineers specification

7715

Prefabricated steel truss to have support plate fixed on columnsa all to Engineers specificatins

U/S LINTEL 03 15 449

ERF 1981 NEWTON PARK

TOP OF ROOF 01 13 485

DRAWING

MEZZANINE FLOOR 13 324

SDP SECTIONS

U/S LINTEL 12 645

2125 2965

1 : 100

Date

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

Architect

SECTION A-A Copy 1 1

Description

NOTE: IMPORTANT

W5 05

04

1100

2125

New Concrete slab to Engineers detail

Office 01 Tile 28 m²

INTERNAL: new brick wall to have a bagged finish.

INTERNAL: new brick wall to have a bagged finish

4929 679

U/S LINTEL 12 645

W5 02

W6 01

MEZZANINE FLOOR 13 324

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. W5

REVISION NOTES:

Number

CLIENT

Wayne Mukheibir GROUND FLOOR 10 520

ALLOTMENT

ERF NUMBER

Erf 1981

NEWTON PARK DRAWN

SCALE

1 : 100

new concrete foundation to engineers detail.

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 07

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:16 PM

Steel Truss to engineers specificatins

INTERNAL: new brick wall to have to have a bagged finish.

TOP OF ROOF 01 13 485

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

1100

U/S LINTEL 03 15 449

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel truss to Engineers specification

Steel C - channels @ 1200mm cc to engineers specifications

2804

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel truss to Engineers specification

REVISION NOTES:

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

Transverse 231mm x 231mm apex flashing to be installed as per manufactors specifications

Number

Description

Date

13.8° roof pitch TOP OF ROOF 02 18 235

Maximum of 3m stacking height

W6 01

W3 02

D1 02

2503

W4 01

W7 07

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M. W6 02

24 17

Existing

D9 12

EXTERNAL: Existing exterior wall to remain.

NGL

Client

Prefabricated steel truss to have support plate fixed on columnsa all to Engineers specificatins

INTERNAL: new brick wall to have to have a bagged finish. INTERNAL: new brick wall to have to have a bagged finish.

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

Maximum of 3m stacking height new door COUNTER position for Ex. window frame to be Existing door INTERNAL: new brick and framerelocated as indicated to make space for now door wall to have to have a opening bagged finish.

stepped dpc and weephole new 270mm cavity foundation wall to be filled with concrete till weephole.

new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers.

new concrete foundation to engineers detail.

SECTION D-D Copy 1 2

1 : 100

Steel C - channels @ 1200mm cc to engineers specifications

Architect

....................................................................

PROJECT

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish. Fire screen wall up till lintel height to Enginneers specification

ERF 1981 NEWTON PARK 6070

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

.............................................................................

TOP OF ROOF 02 17 445

U/S LINTEL 03 15 449

9035

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel truss to Engineers specification

Transverse 231mm x 231mm apex flashing to be installed as per manufactors specifications

IBR 686 colour tbc fixed with fastnerS on 76 x 38mm treated timber battens

Existing concrete foundation.

2125

1 : 100

Existing concrete foundation.

679

1

SECTION C-C Copy 1

13.80°

new concrete foundation to engineers detail.

new concrete slab, to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers.

new treated timber steps . treads @ 270mm risers @ 170mm in accordance to SANS 10400 Part M, to be treated against termites stepped dpc and weephole new 270mm cavity foundation wall to be filled with concrete till weephole.

new concrete foundation to engineers detail.

SDP SECTIONS CLIENT

MEZZANINE FLOOR 13 324

Wayne Mukheibir

U/S LINTEL 12 645

ALLOTMENT

ERF NUMBER

Erf 1981

GROUND FLOOR 10 520

NGL

DRAWING

TOP OF ROOF 01 13 485

2125 2965

new 270mm cavity foundation wall to be filled with concrete till weephole.

U/S LINTEL 12 645

GROUND FLOOR 10 520

Existing concrete slab.

NGL

TOP OF ROOF 01 13 485 MEZZANINE FLOOR 13 324

New 230mm wall to be plastered and painted to match exising from ffl to u/s of slab

stepped dpc and weephole

New Concrete slab to Engineers detail

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor to verify all levels and dimensions on site and check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled dimensions. Large scale details to be used where available. Errors, discrepancies or omissions are to be reported to the architect immediately for clarification before work is undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick walls to be furnished with weepholes, wall ties, dpc etc. as per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

NEWTON PARK DRAWN

SCALE

1 : 100

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 08

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:20 PM

W5 09

7712

W5 08

679

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

2122 2962

INTERNAL: new brick wall to have to have a bagged finish.

NOTE: IMPORTANT

Transverse 231mm x 231mm apex flashing to be installed as per manufactors specifications

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

TOP OF ROOF 02 18 235

13.8° roof pitch

U/S LINTEL 03 15 449

W1 05

W10 01

D2 05

D6 02

D2 04

D6 01

NGL

W1 02

9065

MEZZANINE FLOOR 13 324 U/S LINTEL 02 13 185 U/S LINTEL 12 645

W6 01 W1 03

1154

Existing

W1 01

NGL GROUND FLOOR 10 520

WEST ELEVATION.

SOUTH ELEVATION.

4

1 : 200 IBR 686 colour tbc fixed with fastnerS on 38 x 38mm timber battens

Transverse 231mm x 231mm apex flashing to be installed as per manufactors specifications

EXTERNAL: new 270mm Aluminium WaterTite OGEE cavity wall to have wall Gutters, 125mm x 85mm ties staggered every 3rd domestic OGEE with rectangular downpipes, brickcourse, and to have colour to match sheeting 150mm x 120mm Custom an exposed brick finish. aluminum conealed box gutters notched to suit profile TOP OF ROOF 02

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification

W6 02

W1 06

W6 01

D1 01

2500mm x 2700mm New Roller shutter door

W3 02

D2 01

Existing window and frame moved to new window position as indicated.

114 x 38mm Timber composite column

whb wc

GROUND FLOOR

NGL

s.s 01 COVER LEVEL 9 367 INVERT LEVEL 8 917 DEPTH 450 DISTANCE FALL

W3 01

4750

GROUND FLOOR 10 520

.............................................................................

Architect

....................................................................

2810

whb

480

New Air bricks with a minimum 1500mm spacing

2125

IBR 686 colour tbc fixed with fastnerS on 76 x 38mm timber battens

NGL

NGL All Fascias and Barge Boards to match sheeting and to be installed by specialist..

New planter box

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

EAST ELEVATION. 1 : 200

15382

SINK

wc

978

whb

1222

whb

wc

gulley existing manhole depth to be confirmed on site

DRAINAGE LINE 02.

ERF 1981 NEWTON PARK

ELEVATIONS CLIENT

Wayne Mukheibir

whb shw

ALLOTMENT

ERF NUMBER

Erf 1981

gulley

ex. manhole 9 367 9 367 9 367 8 737 8 512 8 512 630 855 855 430m 3.015m 1:60 1:60

Fire screen up till lintel height wall to Enginneers specification

PROJECT

DRAWING

sink

ALL LEVELS TO BE CONFIRMED ON SITE BEFORE CONSTRUCTION COMMENCES

1 : 100

TOP OF ROOF 01 13 485 MEZZANINE FLOOR 13 324 U/S LINTEL 12 645

1

new ⌀110mm PVC stubstack and vent point to be min 1m from ffl

1 : 200

All Fascias and Barge Boards to match sheeting and to be installed by specialist..

7715

W5 09

NORTH ELVATION. 2

Client

new ⌀110mm soil pipe to slope min 1:60 fall to connect into existing manhole

15.225m 1:60

NEWTON PARK DRAWN

SCALE

As indicated s.s 02 gulley 01 s.s 03 9 939 9 972 10 032 9 451 9 509 9 582 488 463 450 978m 1.222m 1:60 1:60

SM

DWG USE

DATE ISSUED

Minicipal

2023-07-11

PROJECT No.

DRAWING No.

0206

001 - 09

CHECK

Checker

REV

SACAP REG-24751337

WD BASSON (MArch NMMU, PrArch)cell : 084 331 2244

7/11/2023 3:00:38 PM

New paving to match existing.

NOTE: IMPORTANT

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. IBR 686 colour tbc fixed Contractor to verify all levels and dimensions on site and with fastnerS on 76 x check same against architects drawings before commencing 38mm timber battens work. Figured dimensions to be used in preference to scaled All Fascias and dimensions. Large scale details to be used where available. Barge Boards to Errors, discrepancies or omissions are to be reported to the match sheeting and architect immediately for clarification before work is to be installed by specialist.. undertaken. All drainage lines indicated are diagrammatic. Allow 30mm for floor finish and screed. Ensure a flush junction between different floor finishes. All necessary brick 114 x 38mm Timber composite walls to be furnished with weepholes, wall ties, dpc etc. as column per Contractor. External cavity walls to have galvanized wire ties provided at a rate of 4 tiles/sqm. All glazing to doors and windows to comply with SABS 0137 code of practice. Final earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire Engineer's Drawings.

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

Transverse ridge flashing 2- piece slider internal ribs only

Date

2965 2125

7715 2125

W5 08

W7 07

679 2125

GROUND FLOOR 10 520

New Air bricks with a minimum 1500mm spacing

Description

13.8° roof pitch

U/S LINTEL 02 15 449

TOP OF ROOF 01 13 485 MEZZANINE FLOOR 13 324 U/S LINTEL 12 645

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel truss to Engineers specification

18 235

TOP OF ROOF 02 18 235

U/S LINTEL 02 15 449

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

13.80°

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

Transverse ridge flashing 2- piece slider internal ribs only

1 : 200

REVISION NOTES:

Number

679

3

D3 01

D2 02

Fire screen up till lintel height wall to Enginneers specification

new galv. steel ball and stanchion balustrade to be 1000mm height from ffl according to manufacturers details, to comply with SANS 10 400 Part M.

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

2500mm x 2700mm New Roller shutter door

Existing

new ⌀110mm PVC stubstack and vent point to be min 1m from ffl

GROUND FLOOR 10 520

W1 04

W5 02

new ⌀110mm PVC stubstack and vent point to be min 1m from ffl

2125

679

U/S LINTEL 12 645

W5 03

2500mm x 2700mm New Roller shutter door

2125

W5 04

2500mm x 2700mm New Roller shutter door

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

679

7715 2125

U/S LINTEL 02 13 185

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

New Air bricks with a minimum 1500mm spacing

EXTERNAL: new 270mm cavity wall to have wall ties staggered every 3rd brickcourse, and to have an exposed brick finish.

2125

W5 05

MEZZANINE FLOOR 13 324

U/S LINTEL 03 15 449 TOP OF ROOF 01 13 324

New Air bricks with a minimum 1500mm spacing 13.80°

TOP OF ROOF 02 18 235

IBR 686 colour tbc fixed with fastners on steel c- channel fixed on structural wall

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification

Transverse 231mm x 231mm apex flashing to be installed as per manufactors specifications

13.80°

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification

Aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

ROOF : IBR 686 colour tbc fixed with fastners on steel c- channel fixed on steel rafter to Engineers specification

13.80°

77 x 231 Headwall flashing to be inst6alled as per manufacturers specifications

Turn static files into dynamic content formats.

Create a flipbook