house lategan

REVISION NOTES:

B

Number

Description

Date

1 2

Reconfiguration of Workshop and Bathroom Gas bottle position and gas geyser installation

14/03/2023 27/03/2023

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.

Vehicle Access

1E 5

4800

210 1235

8.5m2

Line

Scale 1:200

S.O.P dim

270

6805

6315

6315 270

1175

1035

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2 124/313= 39.61%

18745

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

5880

340 8030

12145

PROJECT

House Lategan

11195 Planter Box

RE 2

Section 35

B

Scale 1:50

270

1E 3 Slope 1E 2

1865

8

500

340

RES 1

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

1195

270

DRAWING

TANKS TO RECIEVE A LOUVERED TIMBER CANOPY OVERHEAD

Site Plan & Ground Floor Plan CLIENT

6415

C

Ground Floor

ZONING

CONCRETE ROOF/ROOF AREA%

RAINWATER TO BE COLLECTED IN WATER STORAGE TANKS

Lategan

Section 34

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

As indicated

395

00

UP

40mm ⌀ uPvc waste water pipe layed under concrete bed.

N Site Plan

832 m2

1E 2 150mm risers 300mm treads stairs to NBR

HW

Height at start of steps 1.040m high. Boundary wall to act as balustrade at steps section.

CW

RE 3

HW

11m²

3025 SHOWER

WHB

450

Boundary Walls Note for aesthetics: Second Yard to screen rainwater tanks Height 2m-2.4m from NGL.

N

1015

ERF (sqm)

Sill height of wall to be 1275mm with accessible sill above

10 9

153

A

Gulley

Tank Yard

CW

5.3m2 Tiles

1

WC

2

CW

Domestic Bathroom

Retaining wall and sub-soil drainage asper engineers detail.

Section 34

MUNICIPAL INFORMATION ERF nr.

4245

W03 01

7

ERF1334

5825

CW

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

Concrete

1035

925

TAP

3

110

D03 03

805

W17 01

W17 425 x 900mm @ 2380mm lintel height

2815

DB BOARD. & INVERTOR POSITION

110

9.7m2 Tiles

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

220

220 900

Workshop

bic

Boundary Walls Note for aesthetics: Height of boundary wall on front to line up with lintel height to be perceived as entryway into house.

1E 5 1E 4

SS & VP

Duct

Area to be Landscaped

Golf Cart W02 01

D10 06

1415

600 110

900

new workshop wall indicated in yellow to be built at a later date.

Thicken slab to 200m deep and 400mm wide, add 193 mesh for this section as per Eng. specification

RE 4

Slope Nutec Cladded duct Painted to match wall

2M BUILDING LINE

Fire wall to NBR

11550

350 X 510mm downstand beam to engineers specifications

110mm ⌀ uPvc sewer pipe, minimum fall 1:40 and 450mm under n.g.l

RWDP

LINE OF SLAB OVERHEAD

Fire wall to NBR W01 425 x 3600mm

@ 2380mm lintel height

LINE OF SLAB OVERHEAD

11550 4045

LINE OF SLAB OVERHEAD

D02 01

10mm minumum step to garage

2865

IE 2

Drainage encased in soffit

3 x 2000L ECO TANK

D

Boundary

Concrete

4

4000

3855

17 730mm

52m2 X 151200

2925

TYPE C @ 1650MM AFFL

2015

D04 01

Extended Double Garage

5 153

14455

ALLOW CONDUIT BELOW PAVING/CONCRETE WALKWAY FOR LIGHTING ON BOUNDARY WALL. ALL TO BE CONFIRMED ONCE LANDSCAPING HAS BEEN RESOLVED!!

5

C as per pitched roof ns io ct se

2000

TYPE C @ 1650MM AFFL

6

RWDPoncrete flat roof below

350 X 510mm downstand beam to engineers specifications

300

gate 1.8m high to NRB

ilding Line 4000mm Bu ecking Outdoor D Garapa

1790

2000

00 530

1.8m high gate to NRB

RWDP

A

805

wall

1

MINIUM OATED ALU X 85MM -C R E D W O M YP 5M DOVE GRE OGEE GUTTERS, 12 WNPIPES E GULAR DO WATERTIT GEE WITH RECTAN O DOMESTIC

W01 01

TYPE C @ 1650MM AFFL

1720

undry

igh bo

500

Client

Architect

1465

0

TYPE C @ 1650MM AFFL

3335

Drainage encased soffit

0 30

15

G05 01

S.O.P dim

200X200MM COBLE STONE PAVING TO FALL

TANKS TO RECIEVE A LOUVERED TIMBER CANOPY OVERHEAD

ALL HOT WATER PIPING IS TO BE INSULATED WITH A MINIMUM OF 21MM NITRILE RUBBER (ARMAFLEX) INSULATION OR EQUAL APPROVED TO ACHIEVE AN R-VALUE OF 1.0 M2K/WAND HOT WATER STORAGE TO SANS151 AND CLASS B PERFORMANCE.

Lockable steel gate according to SANS 10400 standards

2000

3480

2.4mm high gate to NBR

RAINWATER TO BE COLLECTED IN WATER STORAGE TANKS

RE 1

8960

2.5m h

6230

K ROOF Y KLIP-LO DOVE GRE IXED TO 76 X 50 F RMEDIATE SHEETING PINE INTE A S MM D E T A TRE MAX. 1200 URLINS AT BER TRUSSES TIMBER P IM T FIXED IN .

CENTRES IFICATION ERS SPEC E IN G N E TO

Garbage diposal

TYPE L BELOW PAVING. DETAIL TBC.

LINTOLS AND BEAMS OVER TO ENG'S DETAIL

W02 425 x 2130mm @ 2380mm lintel height

1.8m to

RO

D01 01

340

H 5° OF PITC

200X200MM COBLE STONE PAVING TO FALL

5395

site

152

Drying Yard Paved

rpass

000

G04 01

6 ERF 101

500 152 1.8m Boundary wall

hall su

tion s

ed w pitch n of belo a te flat ro tions with Cle c Concre per se pebbles not roof as ontop e d Ston placed Crushe g 19-25mm BC. T in exceed te roof slab, re of conc

152

Gas bottles position and installation by specialist

4800

3615

as per main open Patio to re ing plan ild bu

LLING NEW DWE ERF 1015

200X200MM COBLE STONE PAVING TO FALL

820

SLOPE

ing

1105

755

Garage doors to comply with sans 10400 Part T section 4,9,3 ( a,b,c)

000 152

RE 2

e

ry Line

Outdoor Deck Garapa

Gas pipe line from gas bottles to gas stove (SANS 10087/1) Installed to specialist details and specifications to NBR

2440

150 250

C TYPE FFL 0MM A @ 165

2130

pitched t roof below Concrete fla ctions with Clean se r pe roof as s not tone pebble Crushed S -25mm placed ontop 19 g in C. exceed roof slab, TB of concrete

ding Lin

nda nda re/fou m Bou tructu rt of s No pa y line r bound

m Buil

RE 3

2000m

m 38 000

E

RF 1014

RWDP

151

1855

500

270205270

1035

1075

RE 7

SLOPE

4800

pedestrian access

4885

340

SLOPE

485 190

S.O.P

P1-P3 PIPE INDICTED AS PER INTERNAL SERVICES LAYOUT DRAWING NO. G4419-124

Grass area

340

Concrete flat roof below pitched roof as per sections with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC.

1E 7

SLOPE

2000mm Building Line

1E 3

id to be la t) on anels lis Solar p d by specia ications to e if (install to eng spec f flatroo eyser g assist

RE 4

ycads. with C lanted p e b nter to red pla Contou OURE

CONT

1E 4

THIS A

745

LINE OF SLAB OVERHEAD

500 151

1E 2

D

D LAN

REA

ROOF PITCH 5°

G IN SCAPIN

Area to be lanndscaped

00

DOVE GREY KLIP-LOK ROOF SHEETING FIXED TO 76 X 50 TREATED SA PINE INTERMEDIATE TIMBER PURLINS AT MAX. 1200MM CENTRES FIXED IN TIMBER TRUSSES TO ENGINEERS SPECIFICATION.

Garbage disposal

0 151

6560

Entrance Walkway

ine

gL Buildin

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2

LINE

Fire door to NBR

RE 6

G ILDIN 5M BU

No part of structure/foundation shall surpass site boundry line

m 5000m

RE 5

B

9090 1E 6

8495

RE 6

PEDESTRIAN ACCESS

RE 5

MH

5955

900

STORMWATER MANAGEMENT AS PER ENGINEER'S SPECIFICATION

1.6m to 2.4m Boundary wall

A

DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P

DRIVEWAY FALL AS PER ENGINEER'S SPECIFICATION

DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P

40 100mm Boundary Line

TO EX. ESTATE SEWER CONNECTION

000 151

Refer to basement plan for SOP

1.3m to 2.4m Boundary wall

150

ounda mm B 0 8 1 5 2

4800

600

URE URNIT EET F ED R T S CT NO AFFE

e ry Lin

500

R

Duct

LULA

VEHIC

B

SS ACCE

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C100-00

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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

12/14/2023 12:03:16 PM

AY LDS B HERA 1015 ERF

REVISION NOTES:

LP GAS: MAX 38KG ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF THE COMMUNITY FIRE SAFETY BY-LAW . LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATION UNDER BUILDING WORK MUST BE INSTALLED IN TERMS OF PART P OF SANS 10400(4.19.4). SANITARY FITTINGS DISCHARGING TO GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATIONS IN THE BUILDING WITH SANS 10400 PART P.ROTECTED IN TERMS OF SANS 10400 (4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BE ENCLOSED WITHIN ADUXT AND TO BE OF A SHAPE AND SIZE READILY ACCESSE FOR CLEANING IN TERMS OF SANS 10400 PART P, 4,18.2.

Number 1

(P1) GAS INSTALLATION - CONTAINERS SHALL BE AT LEAST: 1M AWAY FROM ANY WINDOW AND OPENING INTO A BUILDING. 2M AWAY FROM ANY DRAIN, PIT OR MANHOLE. 3M AWAY FROM THE PROPERTY BOUNDARY UNLESS ITS UP A AGAINST A FIREWALL. THEN ITS REDUCED TO 1M. FIRE WALL =220MM WALL. NON-FIRE WALL = 110MM WALL. 5M AWAY FROM A SWITCHABLE ELECTRICAL POINT I.E. PLUG SOCKET, INLINE POWER ISOLATOR, AIRCON UNITS, POOL PUMPS, WATER PUMPS ETC. NOTE, A WALL LIGHT ONLY NEEDS TO BE 1.5M TO THE LEFT/RIGHT OF THE BOTTLES, OR 1.5M ABOVE THE BOTTLES. ALL REQUIREMENTS ARE TO CONFORM TO SANS 10400

2 3

A

TO EX. ESTATE SEWER CONNECTION

SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993).

MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF / ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE.

14235

1.8m 1.3m to wall

ounda

g seatin

24

)

eck 01

38m2 Garapa

14550 6090

2990

1140

330

870

330

5825

2790

1475

NE

5550

Lockable steel gate according to SANS 10400 standards

2025

865

330

1m high glass balustrade to SANS and to nbr.

1E 7

5m2 X 154000 Tiles

SS & VP

11m2 X 154000 Tiles

L01 02

D09 02

W14 01

SS & VP

W14 02

230

5m2 Tiles

3820

aircon pos.

20m2 X 154055 Laminate timber

B

9090

CW

SHR HW

7

6

5

4

3

UP 2

Study

BIC.

4m2 Tiles

2m2 Tiles

3135

BIC.

Section 35

11m2

Paving

2020

Drying Yard

G03 02

3x 2000L raintwater tanks

SS & VP Duct

W06 01

GULLY BELOW

WC

RWDP

3880

RE 1

RE 2

CW

CW

11m2

RE 3

1E 4

1E 3

Boundary Walls Note for aesthetics: Drying Yard used for laundry.

Height 2.2m-2.7m from NGL(Neighbouring site).

N

The Internal height of the courtyard is 1.8m high.

1920

530

900

2160

270

4110

110

990

No part of structure/foundation shall surpass site boundry line

300

230

RE 4

110mm ⌀ uPvc sewer pipe, minimum fall G05 1:40 and 450mm under n.g.l

No part of structure/foundation shall surpass site boundry line

Boundary Walls Note for aesthetics: Height of boundary wall on front to line up with lintel height to be perceived as entryway into house.

A

6970

1505 270

7785

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2 124/313= 39.61%

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

PROJECT

DRAWING

Lategan 1E 5

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

1 : 50

AB

Height at start of steps 1.040m high.

Boundary wall to act as balustrade at steps section.

530

Section 34

4890

83 m2

CLIENT

RE 5

1265

6010

1390

- BASEMENT

01

Boundary Walls Note for aesthetics: Second Yard to screen rainwater tanks Height 2m-2.4m from NGL.

1565

435 m2

3120

Gas bottle position below at entrance

150

1.8m high gate to NRB

GROSS FLOOR AREA (GFA)

First Floor Plan

Garbage disposal

Slope

1E 2

39.0625 %

2040

HW

W05 01

150

IE 2

230mm wall

Scale 1:50

Tank Yard

COVERAGE PERCENTAGE

House Lategan

C

First Floor Plan

W4 01

BATH

Area to be Landscaped below

Slope

325 m2

270

Tiles

270 Section 35

COVERAGE

79 °

W06 02

RWDP

G03 01

Oubaai

HW Frameless shower panel

9m2 X 154055

230

SHR

1770

650

CW

WHB

270

270

1.8m high gate to NRB

ALLOTMENT AREA

620

890 650 40mm ⌀ uPvc waste water pipe layed under concrete bed.

450

HW

CW HW

400

520

8

WHB

Main Bathroom

Sill height of wall to be 1200mm with accessible sill above

CW

Wc Room

Dressing

10m2 Laminate timber

To pipe below

D10 04 CW

9

1375

HW

CW

900

900 D10 01

BIC.

400

1310

110

RES 1

1220

1365

1265

Line of conrete soffit above

W07 01

RWDP

220

110

1145

665

BIN

15 14 13 12 11 10

4

2895

1250

WC

2440

3

Tiles

110

WHB

270

CW

540

150mm risers 300mmm treads stairs to NBR

2

9m2 X 18 025

900

BIC.

900

1

20m2 Tiles

270

110

D10 02

950

UP

X 153345 Tiles

1m high balustrade wall to SANS and to NBR.

1985

Hallway

1200

1200

Entry Foyer/ Hallway

230

BIC. BIC. lintel over to line up with D10 lintel

ZONING

4380

CW

400

HW

Main Bedroom

150 D10 03

832 m2

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

Frameless shower panel

1500

1500

CW

Frameless shower panel

Sill height of wall to be 1200mm

HW

En-suite 02

900

HW CW

5m2 Tiles

3550

D03 01

1015

ERF (sqm)

CONCRETE ROOF/ROOF AREA%

1325 5030

1500

1500 900

En-suite 03

1240 230 2595

14m2 Laminate timber

SHR

220 600

2565

Weatherstep 1765

Bedroom 02

WHB

D03 02

WHB

300 300

1565

530

sofit above

D06 01

RE 6

CW

WC

WC

900

W08 01

TAP

BIC.

765

WM

870

G

rete Line of con

HW

CW

CW

CW

14m2 Laminate timber

650

2750

Laundry

360

15mm

DW

SINK

950 1550

1820

BIC .

2940

110290

915

270

220

53

990

00 Kiwot gas 18 gyser

Bedroom 03

570

1360

llery / Scmu 2

1E 6

1250

110 600

BIC.

TD

FR

1050

1720

1180

1500

e to am abov Steel be rs enginee tions. specifica

W5 0 01

1600

1550

600

STOVE

FRZ

COFFEE STATION

270

BIC.

16 Tiles

W10 01 Above

1600

3050

CW

Column to engineer specification.

Balcony

1210

Balcony

L01 01

firewall

23m2 X 153345 Tiles

1110

110

1325

ERF nr.

400

duct

Braai Room

710

lintel over

built-in braai/gas combo

PREP

110

1100

D12 01

150

CW

935

4m2 X 154000 Tiles

RE 7

CW

1210

M VIEWS

2960

2940

H DA UNTER WIT

W11 01

19m Tiles

1800

COFFEE CO

eck 02

220

B

hen Kitc 2

D11 01

1870

1820

13740

s sleeve to

4190

270

Balcony

W16 01 Above

1205

Aluminium frame swing vertical Louvres used for privacy .

330

D08 01

330

Gas pipe line from gas bottles to gas stove (SANS 10087/1) Installed to specialist details and specificationsto NBR

530

26m2 Garapa

Outdoor D

10 Tiles

270

530

W13 01

W15 01 Above

2150

(P1) GAS INSTALLATION Gas geysers to be installed in duct

765

Steel beam above to engineers specifications.

840

330

19m2 X 153290 Tiles

above to Steel beam ns. specificatio s er ne gi en

270

330

270

Stoep

2025

10200

en as per

op To remain building plan

6770

1625

onal ga allow additi re tu fu island for

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

MUNICIPAL INFORMATION

R 2240

1625

om

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

Architect

Slope

7715

ing Ro Din m2

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.

Section 34

D07 01

14m2 X 153290 Tiles

NOTE: IMPORTANT

Client

main open PATIO To re plan g in ild bu r as pe

22265

Stoep

09/05/2023 17/05/2023

ALL HOT WATER PIPING IS TO BE INSULATED WITH A MINIMUM OF 21MM NITRILE RUBBER (ARMAFLEX) INSULATION OR EQUAL APPROVED TO ACHIEVE AN R-VALUE OF 1.0 M2K/WAND HOT WATER STORAGE TO SANS151 AND CLASS B PERFORMANCE.

Outdoor D

W12 02 Above

4500

4500

EAD SLAB LI 1.2M OVERH

Tiles tbc

70m2

ineers

om

Above

Grass area

eng m above to Steel bea s. n specificatio

920

D07 02

D

ing Ro L28iv m2

0

lanting

R2

5480

W12 01

es & p

Section 33

inth detail Concrete pl TBC

D

ved tre

75

650

270

ith TV UNIT w Fireplace

(appro

Slope

R4

230

530

Fireplace to NBR

RDEN

Slope 5780

Slope

bench

270

1 810

27/03/2023

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2

ED GA

530

above te slab re c n o C ineers to eng tions. a if c spe ic

G02 01

RWDP

r used fo Louvre erties g in d li p dS pro ium an ouring L02 Alumin from neighb se.

01 u y privac orth Deck in N n e h w

505

igh 1.8m h RB N to te ga

Section 33

5480

530

DEN (a

E PLANT

nting)

s & pla

d tree pprove

D GAR

site

C

6540

ry ounda High B

PLANT

ig

rpass

all su tion sh

cture/f

of stru No part line ry d n bou 2.5m H

Gas bottle position and gas geyser installation FF Electrical Duct and cavity door position

1590

6410 7180

1800 270

2895

700

1800

220

2280 21280

4825 270

1035

230

2460 3060

230

1690 3880

270

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C101-00

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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

12/14/2023 12:03:18 PM

6230

1.8m to wall

Date

MH

Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas.

dary h Boun

Description

REVISION NOTES:

Number 1 2

Description

Date

FF Electrical Duct and cavity door position

09/05/2023 17/05/2023

1100MM ROOF OVERHANG

SKIMMED CEILING @ 2700mm high SKIMMED CEILING @ 2700mm high

Klip-Lok 406 Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below.

SKIMMED CEILING @ 3410mm high

CONCRETE FLAT ROOF

SKIMMED CEILING @ 2700mm high

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2

Client

SKIMMED CEILING @ 3410mm high

SKIMMED CEILING @ 2700mm high

255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles

RWDP

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

Architect

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

MUNICIPAL INFORMATION

EILING TO RAKED C AFTER R F O U/S

1100MM ROOF OVERHANG

ED TO ETING FIX OOF SHE INE R K O -L IP KL SA P T REATED URLINS A 76 X 50 T TIMBER P ED IN E T IA D E INTERM TRES FIX ERS 0MM CEN E MAX. 120 USSES TO ENGIN R TIMBER T ION. AT SPECIFIC

1100MM ROOF OVERHANG

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.

RHANG OOF OVE 1200MM R

2 130m GE OVERA F ROO C

Klip-Lok 406 Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below.

1200MM ROOF OVERHANG

ALUMINIUM GUTTER 125 X 85MM DOMESTIC OGEE PROFILE GUTTER.

KLIP-LOK ROOF SHEETING FIXED TO 76 X 50 TREATED SA PINE INTERMEDIATE TIMBER PURLINS AT MAX. 1200MM CENTRES FIXED IN TIMBER TRUSSES TO ENGINEERS SPECIFICATION.

188m2 SHEETING ROOF AREA

RHANG

OOF OVE

350MM R

EILING TO RAKED C RAFTER F O /S U

NS PLY TO SA RC TO COM XA D AN 0 1040 ONS. ALL TO CALCULATI ESIGN AN D R EE ENGIN ION SPECIFICAT

ALL FLAT ROOF CONCRETE SLABS WATERPROOFING MUST BE PAINTED TO MATCH THE SHEETINGS COLOUR

1855

131m2 FLAT Roof AREA

ROOF ALL FLAT E SLABS CONCRET OOFING WATERPR TED TO IN PA BE MUST GS E SHEETIN MATCH TH COLOUR

1200MM ROOF OVERHANG

255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles

ROOF PITCH 5°

Klip-Lok 406 Zincalume roof sheeting complete with 145mm Isotherm flexible roll insulation with Plasterboard ceiling below.

CONCRETE FLAT ROOF

NOTE: IMPORTANT

ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

CONCRETE ROOF/ROOF AREA% R M GUTTE ALUMINIU DOMESTIC M M 5 8 125 X TTER. OFILE GU OGEE PR

255mm RC slabs with a min 50mm screed over and waterproofing. 50mm Isoboard over this with 19-25mm Clean Crushed Stone pebbles.

12

124/313= 39.61%

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

RWDP

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

VERHANG 00 ROOF O

RWDP

N

N ROOF PLAN

CEILING PLAN

Scale 1:100

Scale 1:100

PROJECT

House Lategan RE 3

IE 2

IE 4

IE 5

RE 4

IE 6

DRAWING

vp RE 5 wc

DW

WM

DRAINAGE TO BE PROTECTED AS PER SANS 10400 PART P

G

NGL

Roof & Ceiling Plan & Drainage

MH

RE 6

bath

CLIENT

Lategan MH

NGL

G

ALLOTMENT

ERF NUMBER

1015

1:20 GRADIENT PIPE TO ONLY HOUSE WATER FROM THE SCLLERY Cover Level Invert Level Depth Distance Gradient

16 839 15 813 1 026

7938 1 : 20

DRAINAGE SECTION 01 Scale 1:100

15 549 14 968 581

15 097 14 524 524 1 : 20

2953 1 : 60

14 961 14 475 486 2 244 1 : 60

14 930 14 437 493 346 1 : 60

14 920 14 427 740 1 : 60

14 910 14 416 494 1 : 60

14 864 14 361 503

Cover Level Invert Level Depth Distance Gradient

14 880 14 369 511

11 100 1 : 60

14 796 14 141 655

11 100 1 : 60

14 541 13 982 559

Oubaai

DRAWN

SCALE

1 : 100

AB

1 : 60

DRAINAGE SECTION 02 Scale 1:100

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C102

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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

12/14/2023 12:03:25 PM

RE 2

whb

RE 1

(L1) PITCHED / SINGLE PITCHED ROOFS

158026 x ROOF HEIGHT

(L6) INSULATION ROOFS

(L5) SISALATIONS ROOFS

5°

(L4) CONCRETE FLATROOFS

425

(L)GUTTERS

W12 02

(K1) STRUCTURAL WALLS (K2) WALLS DPC (K5) WALLS LINTELS / BEAMS

DUCT

HALLWAY

BEDROOM 02

20m2 Tiles

(J1) FLOORS

D09 02

20m2

D10 02

4680

(L7) SUSPENDED CEILING

PATIO TO REMAIN OPEN AS PER BUILDING PLAN

Carpet X 154055

3230

155780 x U/S of Lintel

Part 1: General All building work must comply with the revised national building regulations SANS 10400 and the standard building lay (1977/REV1989) and the requirement of the local authority.

All building material must be SABS approved or have an agreement certificate This project must stay with all specifications of this drawing, and for any changes the architect professional must be informed within 30 days.

When adding to an existing building a structural engineer must do a rational assessment which should be submitted to the local municipality in writing.

The plumber must be registered

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

(L4) CONCRETE FLATROOFS

156575 x US Ceiling Ground (slab)

TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS.

(K1) STRUCTURAL WALLS (K2) WALLS DPC

6825

D07 02

WEATHERSTEP 5375

154195 x 154090 Level 11x Upper First Floor

Number

Description

Date

Class of occupancy of this building: H4 Dwelling unit on its own site Population: 2 persons per bedroom

CHIMNEY TO NBR AND MIN 1M ABOVE ROOF.

1000

CHIMNEY TO NBR AND MIN 1M ABOVE ROOF.

REVISION NOTES:

General Notes:

TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS.

8000MM BUILDING HEIGHT RESTRICTIONS

(M1) STAIRWAYS

153345 x First Floor Plan

NOTE: IMPORTANT

Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site Part B: Structure with particular reference to boundaries and building lines.

A structural engineer must be appointed for the complete structure, foundations, ground Contractor to verify all levels and dimensions on site and conditions, walls, all concrete word and the roof. These drawings must be read in conjunction with the check same against architects drawings before commencing work. Figured dimensions to be used in preference to scaled engineer’s plans and specifications. dimensions. Large scale details to be used where available.

Errors, discrepancies or omissions are to be reported to the Part C: Dimensions architect immediately for clarification before work is The architect professional must immediately be informed when any dimensions, height or levels undertaken. All drainage lines indicated are diagrammatic. differs from plans.

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 Part D: Public Safety Contractor. External cavity walls to have galvanized wire ties A balustrade that complies, must be provide at any change in level that exceeds 1M. Vehicle ramp provided at a rate of 4 tiles/sqm. All glazing to doors and shall be 1:25, 5M away from street, wheel chair ramps shall be 1.8, 1.2M wide with 150MM kerb. windows to comply with SABS 0137 code of practice. Final Swimming pool safety must comply with SANS 1390, a wall or fence of min 1.2m must be provided to earthworks to be checked and confirmed on site. All drawings to be read in conjunction with Engineer's Drawings & Fire prevent public from the street to have access to the pool. Self-closing and self-locking mechanism must be provided on pedestrian’s gates (1.2 high with no opening to exceed ?100) or a safety net and Engineer's Drawings.

2890

warning devises can be provided, to comply with SANS 10134.

ENTRANCE WALKWAY

NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE

8.5m2

Concrete

NGL

EXTENDED DOUBLE GARAGE

FIRE WALL 270MM BRICK WALL 120MIN FIREWALL BETWEEN HOUSE AND GARAGE BUILT TO UNDERSIDE OF ROOF

52m2 X 151200

D03 01

NO PART OF STRUCTURE/FOUNDATIO N SHALL SURPASS SITE BOUNDRY LINE

FIRE WALL 340MM BRICK WALL 120MIN FIREWALL BETWEEN HOUSE AND GARAGE BUILT TO UNDERSIDE OF ROOF

Concrete

NGL

151200 x Ground Floor Plan

(J1) FLOORS (J2) FLOORS DAMP PROOFING BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC.

SECTION A-A

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

Part H: Foundations Excavations for foundations must be level and the concrete must have a compressive strength of 15 MPA, Mixed at 5:4:0 No Foundation wall may be higher than 1.5m or a structural engineer must be appointed. For any ground conditions, an engineer must be appointed to design the foundations, Client Geological reports can be obtained from the local authority, if and when not available the municipality may request the owner to provide such a report (Geological Engineer)

Scale 1:100

BUILDING NOTES (H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR.

(K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR

(J1) FLOORS - All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR.

(HH1-2.3) GENERAL FOUNDATIONS - Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil or shrinkable clay or a soil with a collapsible fabric.

Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement , 4 parts of sand and 5 parts of coarse aggregate.

Any continuous strip foundation shall have a thickness of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply.

(K3) WALLS ROOF FIXING - Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1

(L)GUTTERS - All Gutters to be powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist.

All Gutters to be constructed according to SANS 10400 Part P and NBR.

(J2) FLOORS DAMP PROOFING - All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.

(K4) FIRE WALLS - Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS - Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design.

(K10) BALUSTRADE WALLS - Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL.

(H) ENG. FOUNDATIONS - All the foundations to be constructed according to structural Engineers drawings.

(L1) ROOFS - 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications.

• Roof Pitch: 5° • Colour to be "DOVE GREY" To be confirmed • Roof Profile: Klip-Lok 406™ • Material: AZ150 spelter Zincalume®

(K1) WALLS STRUCTURAL - All walls to be plaster and painted clay brick >14mpa (SABS).

Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

(L7) CEILINGS - SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT

(L6) INSULATION ROOFS

158026 x ROOF HEIGHT

(LL3) FASCIAS AND BARGE BOARDS - All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.

(P1) DRAINAGE - Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4).

Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21).

Drainage installations in the building work must be protected in terms of Part P of Sans10400 (4.22.2).

Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.).

Accessible duct to be at least 440mmx220m.

Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8).

(M1) STAIRWAYS - All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.

(L4) CONCRETE FLAT ROOF - 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer.

50mm Isoboard over with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.

(M2) BALUSTRADE - GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed.

• Balustrade style: surface mounted.

• Balustrade to be min. of 1000mm high.

(L5) SISALATION ROOFS - Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market.

This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.

1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg

(N1) GLAZING - Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration.

All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400.

(N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations.

Air leakage and infiltration to doors and windows is to be restricted as per SANS 613.

External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.

(L6) INSULATION ROOFS - 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters Climatic Zone 4.

• R-value: 3.37m².K/W • Thermal conductivity: 0,039 W/mK

(L1) PITCHED / SINGLE PITCHED ROOFS

(L5) SISALATIONS ROOFS

(L4) CONCRETE FLATROOFS

(P1) GAS INSTALLATION - Containers shall be at least: 1m away from any window and open into a building.

2m away from any drain, pit or manhole.

3m away from the property boundry unless its up and against a firewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall.

5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993).

MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF / ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE.

Part J: Floors Any laundry, kitchen and bathroom must have a water resistant floor.

Suspended floors must comply with SANS 10400 B, j and T SANS 10082 and not be exposed to the elements.

Concrete floor supported on the ground must be 100mm thick, constructed of concrete of 10 MPA and mixed 5:4:1 (as per SANS 2001-CC1) on hard core filling (compacted in 150mm thick layers, while moist) a civil engineer must design any fills where the height of fill beneath the floor exceeds 400 mm Provide a polyolefin under any membrane of 250.

All other concrete slabs must be designed by a structural engineer.

Architect

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

MUNICIPAL INFORMATION ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

8000MM BUILDING HEIGHT RESTRICTIONS

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

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

Part K: Walls 39.0625 % The span between roof supporting walls must be 8M max. The height above any opening to the wall COVERAGE PERCENTAGE plate height may not be less than 400mm (Ceiling height + 2.55mmMin & 3M Max) GROSS FLOOR AREA (GFA) 435 m2 The compressive strength of masonry units may not be less than 4 MPA. - BASEMENT 83 m2 Masonry units on the lower story of a double storey building may not be less than 10MPA. - BASEMENT COV. ENTRANCE 27 m2 Cass II Morter (Mixture of 4:1) to comply with SANS 2001-CM1.

A Concrete floor slab may not span more than 6M. Wall construction must comply within SANS 2001- - GROUND FLOOR 265 m2 CM1 - GROUND COVERED PATIOS 60 m2 Lintels must be provided above all openings.

Pre-stressed concrete brick force as per SANS 10400 Park K a structural Engineer must design any EXTERNAL DECK AREA (OPEN) 87 m2 opening in a wall that exceeds 2.5M COURTYARD 22 m2 See detail 6, 7 & 8 for free standing and garden walls.

CONCRETE ROOF/ROOF AREA% 124/313= 39.61% Provide control joints in concrete slab and walls as per engineer’s specifications.

Provide damp proofing against walls subject to damp from the ground horizontally.

Horizontal damp proofing with mastoid or similar must be provided in the wall on UGGL and may not © COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED be lower than 150mm above the natural ground level.

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART

(L5) SISALATIONS ROOFS

(L6) INSULATION ROOFS

(L5) SISALATIONS ROOFS

(L4) CONCRETE FLATROOFS

5°

(K1) STRUCTURAL WALLS (K2) WALLS DPC

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. Part F: Site operations PORCH TO REMAIM OPEN AS PER BUILDING PLAN. Provide protection against termite activity according to SANS 10124. All storm water disposal during LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE construction shall comply with SANS 10400 Part R. A water closet shall be provided on site during COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY construction. The contractor is responsible to make provision for public safety on the construction WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER site. No building rubble may be left on the site, other stands, sidewalks or any other public place, after BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) construction.

SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART Part G Excavations P. Excavations (temporary and permanent) must comply see detail 1,2,3 DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

The owner shall be responsible for damage to any existing structure due to excavations on his site.

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED Blasting permitted, see SANS 10400 Part G (PG 6) for minimum distance between existing WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2 structures and the blast hole!

Part E: Demolish No building may be demolished prior to applying for permission from the municipality.

305

(L4) CONCRETE FLATROOFS 156575 x US Ceiling Ground (slab)

(L)GUTTERS

PROJECT

House Lategan

Tiles

D13 01

BEDROOM 2

EN-SUITE 3

Carpet

Carpet

14m2

BEDROOM 3

14m2

14m2

D03 02

Carpet

BRAAI ROOM 23m2 Tiles

ENTRY FOYER

KITCHEN

20m2 Tiles

DRAWING

19m2 Tiles

X 153345

W11 01

X 153345

W07 01

D11 01

NEW OUTDOOR TIMBER DECKING

255

695

EXTENDED DOUBLE GARAGE 2635

52m2 X 151200

Garage doors to comply with sans 10400 Part T section 4,9,3 ( a,b,c)

3.86m2

D02 01

Concrete

Section A-A & B-B CLIENT

Lategan

ALLOTMENT

ERF NUMBER

1015

WORKSHOP

Concrete

D01 01

GUMPOLE CCA TREATED H4 100MM DIAMETRE

350 x 510mm concrete downstand beam to egineers specifications

2600

153345 x First Floor Plan

3230

X 154055 Carpet

5m2

2435

EN-SUITE 2

1000

6825 5375

154195 x 154090 Level 11 x Upper First Floor

WEATHERSTEP

MAIN BEDROOM 20m2

(J1) FLOORS.

4680

155780 x U/S of Lintel

(J1) FLOORS (J2) FLOORS DAMP PROOFING

SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

(J1) FLOORS (J2) FLOORS DAMP PROOFING

SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

Oubaai

DRAWN

SCALE

As indicated

AB

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

SECTION B-B Scale 1:100

(J1) FLOORS (J2) FLOORS DAMP PROOFING (H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C103

© Copyright Retained

CHECK

Checker

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SACAP REG-24751337

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

12/14/2023 12:03:33 PM

151200 x Ground Floor Plan

Part L: Roofs The roof span may not exceed 8M Roof timbers to comply with SABS 563, 653, 976, 1089, 1245 all timber used in the building must be SABS approved, treated against termite and other, according to SANS10005. The timber must also be treated with preservative treatment.

Roof fixing to walls with 2 x 2mm galvanised steel wires, 300mm deep for concrete roof tiles and 600mm deep for metal roof sheeting. Complete roof construction as per engineers design,

8000MM BUILDING HEIGHT RESTRICTIONS

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

158026 x ROOF HEIGHT

270

1030

CHIMNEY TO NBR AND MIN 1M ABOVE ROOF.

(L6) INSULATION ROOFS

(K5) WALLS LINTELS / BEAMS

(L1) PITCHED / SINGLE PITCHED ROOFS

TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS.

(L5) SISALATIONS ROOFS (K5) WALLS LINTELS / BEAMS 270

Part M: Stairways Stairs comply with SANS 10400 Part M Riser to be 200max and the tread to be 250Min. Min2.1M head room Provided a handrail or balustrade to comply: min 850 and max 1M above the pitch line and opening in the balustrade may exceed Ø100.

Masonry stairways must comply with SANS 2001-CM1, CC1 &2.

Timber Stairways to SAN 10400 Part M 4.5

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

(L4) CONCRETE FLATROOFS (L4) CONCRETE FLATROOFS

340

155780 x U/S of Lintel

SCULLERY

LIVING ROOM

KITCHEN 19m2 Tiles

16m2 Tiles

(K5) WALLS LINTELS / BEAMS

W12 01

28m2 X 153345 Tiles tbc

(K1) STRUCTURAL WALLS (K2) WALLS DPC

(J1) FLOORS. W08 01

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

L02 01

W11 01 D07 01

W5 01

153345 x First Floor Plan

NO PART OF STRUCTURE/F OUNDATION SHALL SURPASS SITE BOUNDRY LINE

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE

1810

154195 x Level 11

4680

W10 01

(K1) STRUCTURAL WALLS (K2) WALLS DPC

Part S: Facilities for persons with disabilities Not applicable for single dwelling units (H4)

3230

156575 x US Ceiling Ground (slab)

NGL

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

(J1) FLOORS (J2) FLOORS DAMP PROOFING

BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC.

SECTION C-C

SURFACE BED: 170mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

NGL BOUNDARY WALL FOUNDATIONS FOOTINGS ALL CONCRETE FOUNDATION FOOTINGS OF BOUNDARY WALLS TO BE INSIDE BOUDARY LINES OF ERF AS PER ENG. SPEC.

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

Scale 1:100

BUILDING NOTES (H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR.

(K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

(HH1-2.3) GENERAL FOUNDATIONS - Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil or shrinkable clay or a soil with a collapsible fabric.

Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement , 4 parts of sand and 5 parts of coarse aggregate.

Any continuous strip foundation shall have a thickness of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply.

(K3) WALLS ROOF FIXING - Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1 (K4) FIRE WALLS - Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K. (K5) WALLS LINTELS - Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design.

(K10) BALUSTRADE WALLS - Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL.

(H) ENG. FOUNDATIONS - All the foundations to be constructed according to structural Engineers drawings.

(L1) ROOFS - 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications.

• Roof Pitch: 5° • Colour to be "DOVE GREY" To be confirmed • Roof Profile: Klip-Lok 406™ • Material: AZ150 spelter Zincalume®

(K1) WALLS STRUCTURAL - All walls to be plaster and painted clay brick >14mpa (SABS).

Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pregalvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR. (K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

(L7) CEILINGS - SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT

SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR (L)GUTTERS - All Gutters to be harcoal powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes, colour to match sheeting. CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist. All Gutters to be constructed according to SANS 10400 Part P and NBR. (LL3) FASCIAS AND BARGE BOARDS - All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR. (L4) CONCRETE FLAT ROOF - 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer.

50mm Isoboard over with Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.

(L5) SISALATION ROOFS - Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market.

This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.

1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg (L6) INSULATION ROOFS - 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters in Climatic Zone 4.

• R-value: 3.37m².K/W • Thermal conductivity: 0,039 W/mK

(J1) FLOORS - All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR. (J2) FLOORS DAMP PROOFING - All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.

(M1) STAIRWAYS - All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.

(M2) BALUSTRADE - GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed.

• Balustrade style: surface mounted.

• Balustrade to be min. of 1000mm high.

(N1) GLAZING - Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration.

All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400.

(N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations.

Air leakage and infiltration to doors and windows is to be restricted as per SANS 613.

External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.

(P1) DRAINAGE - Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4).

Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21).

Drainage installations in the building work must be protected in terms of Part P of Sans10400 (4.22.2).

Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.).

Accessible duct to be at least 440mmx220m.

Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8).

(P1) GAS INSTALLATION - Containers shall be at least: 1m away from any window and open into a building.

2m away from any drain, pit or manhole.

3m away from the property boundry unless its up and against a firewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall.

5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400 Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas.

Part T: Fire Protection The wall and or ceiling separating a garage and any habitable room must have a fire resistance as stated in the SANS Part T A 220 MM Brick wall, called a fire wall is constructed which must be built to the underside of the roof covering and a fire door must be installed between a garage and the house and the door must have a threshhold of not less than 10MM. Part V Space heating No Flue pipe or chimney shall be installed to be a fire hazard to adjacent material. No combustible material shall be built within 200 mm of the inside, of a chimney.

The chimney outlet must be 1M above the roof minimum) and 1 M above the top of a window or ventilation opening.

Part W Fire Installation Not applicable for single dwelling units (H4) Unless rational design is required from the local unless rational design is required form the local authority. A fire engineer needs to be appoint for this.

Part XA: Energy Usage in buildings Volume of hot water supply must be calculated 50% of hot water supply not to be from electricity.

Solar water heating must comply with SAND 1307, 10106, 10254 and SANS 10252-1 All hot water pipes must be insulated (R Value =1) TIMBERS TO COMPLY WITH SANS 10163 Structural timber s to comply with SANS 10163 Timbers and dry walling to comply with SANS 082 Roof timbers to comply with SABS 563, 653 975, 1089, 1245 All timber used in the building must be SABS approved, treated against termite and other, according to SANS 1005. The timber must also be treated with preservative treatment.

S/T ALL TIMBER USED IN THE ERECTION OF A BUILDING BE TREATED AGAINST TERMITE AND WOOD BORER ATTACK & FUNGAL DECAY IN ACCORDANCE WITH SANS 10005.

NOTES TO OWNER AND CONTRACTOR No work to commence prior to approval of the drawings by the Local Authority.

No deviations from the Approved plans are allowed and the architectural professional must be informed of any changes, The contractor must check all levels and dimension prior to commencement of any work.

Any discrepancies must be reported to the Architectural Professional. Do not scale the drawings, if in doubt, ask.

All plumbing and electrical work to be carried out be registered persons, and on completion must provide a certificate of completion and compliance.

The owner is responsible for soil test.

The site must be identified, verified and the building must be set out by a registered land surveyor.

All finishing products (window frames, roof tiles, tiles, cornices etc.) must be approved by the Owner / APPOINTED PROFESSIONAL prior to ordering and installation. All products must comply with SABS standards.

SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993).

REVISION NOTES:

Number

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.

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2

Client

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

Architect

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

MUNICIPAL INFORMATION ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

CONCRETE ROOF/ROOF AREA%

MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF / ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE.

124/313= 39.61%

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

8000MM BUILDING HEIGHT RESTRICTIONS

TYPE B COWL DETAIL

CHIMNEY TO NBR AND MIN 1M ABOVE ROOF.

TYPE B STAINLESS STEELOR GALVANISED GAS FLUES. ACCORDING TO SUPPLIERS DETAILS.

(K1) STRUCTURAL WALLS (K2) WALLS DPC

5°

(L4) CONCRETE FLATROOFS

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

(L1) PITCHED / SINGLE PITCHED ROOFS

(L5) SISALATIONS ROOFS

1245

(K5) WALLS LINTELS / BEAMS

(L)GUTTERS

PROJECT

CONCRETE SLAB ABOVE TO ENGINEERS SPECIFICATIONS.

(L4) CONCRETE FLATROOFS.

House Lategan

156575 x US Ceiling Ground (slab)

LIVING ROOM 28m2 X 153345 Tiles tbc

W12 02

254 X 146 X 31MM STEEL BEAM TO BE GALVANISED AND POWDER COATED TO L02 MATCH ALUMUNIUM. 01

D07 01

(J1) FLOORS

D07 02

NEW OUTDOOR TIMBER DECKIG .

154195 x Level 11

GUMPOLE CCA TREATED H4 100MM DIAMETRE 153345 x First Floor Plan

PATIO TO REMAIN OPEN AS PER BUILDING PLAN

DRAWING

4680

155780 x U/S of Lintel

W12 01

ALUMINIUM SLIDING LOUVRE USED FOR PRIVACY FROM NEIGHBOURING PROPERTIES WHEN NORTH DECK IN USE.

Section C-C & D-D

3230

254 X 146 X 31MM STEEL BEAM TO BE GALVANISED AND POWDER COATED TO MATCH ALUMINIUM .

CLIENT

Lategan

NEW OUTDOOR TIMBER DECKIG .

WEATHERSTEP WEATHERSTEP

ALLOTMENT

ERF NUMBER

1015

NGL (J1) FLOORS (J2) FLOORS DAMP PROOFING

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

SECTION D-D Scale 1:100

SURFACE BED: 100mm Thick mesh reinforced surface bed with floor finish, as specified elsewhere. ALL TO ENG. SPECIFICATIONS AND DETAIL.

Oubaai

DRAWN

SCALE

GUMPOLE CCA TREATED H4 100MM DIAMETRE

As indicated

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

NGL

(H) ENG. FOUNDATIONS (H1) FOUNDATIONS (HH1-2.3) GENERAL FOUNDATIONS

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C104

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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

12/14/2023 12:03:41 PM

158026 x ROOF HEIGHT

(L6) INSULATION ROOFS

REVISION NOTES:

(M1) STAIRWAYS - All Staircases to comply to NBR and SANS 10400 Part M. Stairs riser not to exceed 200mm and tread shall be not less than 250mm, provided that where the stairways does not have solid risers, each tread shall overlap the next lower tread by not less than 25mm.

(M2) BALUSTRADE - GHI balustrade comprising spigots (Code: GSP006SSS) fitted to 10mm laminated safety glass (elsewhere specified) including all necessary 316 Satin Stainless Steel fittings and installed in accordance with the manufacturer`s recommendations. Quantities of hardware dependant on dimensions and design of balustrade. To be confirmed.

• Balustrade style: surface mounted.

• Balustrade to be min. of 1000mm high.

(N1) GLAZING - Any material used in the glazing of any building shall be of a secure and durable type and shall be fixed in a manner and position that will ensure that it will safely sustain any wind loads and not allow water penetration. All glazing to be in accordance with SANS 10400 Part N and section 3 of SABS 0400.

KLIP-LOK ROOF SHEETING SLIDING SCREEN ALUMINIUM LOUVERED SCREEN

158026 x ROOF HEIGHT

(N2) GLAZING AND VENTALATION The fenestration design meets the requirements as per SANS 204:2011, 4.3.4 Fenestration, as per attached calculations.

Air leakage and infiltration to doors and windows is to be restricted as per SANS 613.

External doors that serve a habitable room are to have a seal to restrict air leakage and infiltration, consisting of a foam or rubber compressible strip or a fibrous seal.

156575 x US Ceiling Ground (slab) 155780 x U/S of Lintel

(K3) WALLS ROOF FIXING - Timber roof trusses, rafters and similar structures shall be fixed to walls by means of the following anchor types, selected in accordance with table 29: a) Type A: two strands of 2,4 mm diameter galvanized steel wire b) Type B: 30 mm × 1,2 mm galvanized steel strap c) Type C: 30 mm × 1,6 mm galvanized steel strap As per SANS 10400 Part K 4.2.11.1

Gas installation/upgrade must be completed in accordance to the regulations of both the South African National Standard (SANS: 10087) and with the Liquefied Petroleum Gas Safety Association of South Africa (LPGSA) and SAQCC Gas. SANS 10087-1:2013, All gas installations must have a Certificate of Conformity according to the Pressure Equipment Regulations that have been promulgated under the Occupation Health and Safety Act (No 85 of 1993).

MAXIMUM 19KG IN TOTAL GAS ALLOWED AS PER SANS 10400 PART A. SHUT OFF / ISOLATION VALVES TO ALL APPLIANCES CONNECTED TO THE GAS LINE.

1.8M HIGH GATE TO NBR

RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY

SOUTH ELEVATION

8000MM BUILDING HEIGHT RESTRICTIONS

(L7) CEILINGS - SUSPENDED CEILING: Ceiling Plasterboard Gypsum 2400 X 1200 X 9 FIXED TO 38X38MM SA PAR BATTENS. TO BE SKIMMED AND PAINTED WHITE CEILING PAINT

RWDP

RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY

RE 1

IE 2

IE 3

IE 4

DW

RE 3

IE 2

W06 02

3 X 2000L ECO TANK

IE 3

IE 4

RE 4

vp

W06 01

wc

W03 01

WALL TO BE PLASTERED AND PAINTED GREY

WALL TO BE PLASTERED AND PAINTED GREY

G

151 168

150 776

150 419

150 388

150 347

150 301

150 366

EAST ELEVATION

INVERT LEVEL

151 969

150 427

149 982

149 933

149 895 149 853

149 798

149 713

DEPTH

1 079

741

794

486

493

503

653

Scale 1:100

DISTANCE

7932

4457

2955

2189

GRADIENT

1:10

1:10

1:60

1:60

494

722

ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER. WITH OUBAAI CEM FEATURE WALLS

RE 5 158026 x ROOF HEIGHT

bath

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

(L1) PITCHED / SINGLE PITCHED ROOFS

150 776

150 419

150 388

150 347

150 301

150 366

INVERT LEVEL

151 969

150 427

149 982

149 933

149 895 149 853

149 798

149 713

DEPTH

1 079

741

794

486

493

503

653

1:10

1:60

1:60

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2 60 m2

1:60

1:60

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

(K5) WALLS LINTELS / BEAMS

3310

5060

1:60

1:60

3230

D07 02

1035

6825

(M2) BAULSTRADE

D01 01

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS. NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE

GARAGE DOOR TO COMPLY WITH SANS 10400 PART T, SECTION 4,9,3(A,B,C)

151200 x Ground Floor Plan

124/313= 39.61%

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

8000MM BUILDING HEIGHT RESTRICTIONS

PATIO TO REMAIN OPEN AS PER BUILDING PLAN

2890 151 168

1:10

1015

ERF (sqm)

- GROUND COVERED PATIOS

W12 02

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

5375

153345 x First Floor Plan

153 048

GRADIENT

MUNICIPAL INFORMATION ERF nr.

5060

1.8M HIGH GATE TO NBR

154195 x 154090 x Level 11 Upper First Floor

COVER LEVEL

722

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

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

STEPPED PLANTER PLANTED WITH CYCADS. STEPPED AT 500MM MAX

(L)GUTTERS

156575 x US Ceiling Ground (slab)

NGL

G

2189

Architect

3310

155780 x U/S of Lintel

2955

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

NGL

153 048

G

4457

bath

COVER LEVEL

WM

7932

Client

CONCRETE ROOF/ROOF AREA%

wc

DISTANCE

W05 01

WM

450 151200 x Ground Floor Plan

RE 4

494

RE 5

G

vp

whb

W07 01

D06 01

154090 x Upper First Floor

(L5) SISALATION ROOFS - Sisalation® 405 has been specifically reformulated to fully comply with the National Building Legislation SANS 10400 as specified for the residential market.

This standard incorporates all the factors pertaining to fire-hazard or fire-risk assessment of the materials or assemblies under actual fire conditions.

1250 mm x 40 m (50 m2) Effective coverage including 150mm overlap (44 m2) Roll mass ±8,49 kg

ALL WALLS TO BE PLASTERED AND PAINTED WHITE UNLESS STATED OTHERWISE

RWDP

RE 2

W08 01

153345 x First Floor Plan

(L4) CONCRETE FLAT ROOF - 255mm thick concrete flat roof screeded to fall to fullbore outlets with Aluminium rainwater downpipe. With one Layer Derbigum SP3 or SP4 waterproofing membrane sealed by 'torch-fusion' to side and top of parapet walls to receive paint. All to be applied by specialist installer.

50mm Isoboard over Clean Crushed Stone pebbles not exceeding 19-25mm placed ontop of concrete roof slab, TBC. All flat roofs to be constructed according to SANS 10400 Part L. Reinforced concrete roof slab to the engineer's design and specifications.

NUTEC CLADDED DUCT PAINTED TO MATCH WALL

(L1) PITCHED / SINGLE PITCHED ROOFS

(L)GUTTERS

RWDP

1810

(LL3) FASCIAS AND BARGE BOARDS - All Fascias and Barge Boards to match sheeting and to be installed by specialist. All Fascias and Barge Boards to be constructed according to SANS 10400 and NBR.

(L4) CONCRETE FLATROOFS

RWDP

4680

155780 x U/S of Lintel

154195 x Level 11

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

(L)GUTTERS

156575 x US Ceiling Ground (slab)

(L)GUTTERS - All Gutters to be harcoal powder-coated aluminium WaterTite OGEE Gutters, 125mm x 85mm domestic OGEE with rectangular downpipes,, colour to match sheeting.

CONFIRM COLOUR WITH ARCHITECT. All Aluminium Gutters to be installed by specialist.

All Gutters to be constructed according to SANS 10400 Part P and NBR.

ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER. WITH OUBAAI CEM FEATURE WALLS

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

158026 x ROOF HEIGHT

SA Pine Roof Purlins to be fitted to Prefabricated Roof Trusses or Timber Rafters all in accordance with Truss Manufacturers Design Layout & Specification. All roofs to be constructed according to SANS 10400 Part L and NBR

RE 3

RAINWATER NOT TO DISCHARGE ONTO NEIGHBOUR PROPERTY. NO STRUCTURE OR ANY PORTION THEREOF TO ENCROACH THE PROPRTY BOUNDRY. WALLS ON BOUNDRY TO BE FINISH TO SATISFACTION OF THE ADJENCT OWNER. PATIO TO REMAIM OPEN AS PER BUILDING PLAN. PORCH TO REMAIM OPEN AS PER BUILDING PLAN. LP GAS: MAX 38KG ALLOWED ON PREMISES WITHOUT A FLAMMABLE SUBSTANCE CERTIFICATE IN TERMS OF SECTION 37(6) OF HE COMMUNITY FIRE SAFETY BY-LAW. LPG INSTALLATION MUST COMPLY WITH SANS 10087/1 DRAINAGE INSTALLATIONS UNDER BUILDINGWORK MUST BE INSTALLED IN TERMS OF PART P SANS 10400 (4.19.4) SANITARY FITTINGS DISCHARGING TO GULLEY TO A GULLY TO DISCHARGEOVER THAT GULLEY AS PER PART P OF SANS 10400 (4.21). DRAINAGE INSTALLATION TO COMPLY WITH SANS 10400 PART P. DRAINAGE INSTALLATIONS IN THE BUILDING WORK MUST BE PROTECTED IN TERMS OF PART P OF SANS 10400(4.22.2).

DISCHARGE PIPES LOCATED WITHIN A BUILDING TO BEEN CLOSED WITHIN A DUCT AND TO BE OF SHAPE AND SIZE READILY ACCESS FOR CLEANING IN TERMS OF SANS 10400 PART P, 4.18.2

Scale 1:100

(L1) ROOFS - 0.47mm thick 'Klip-Lok' 406™ profile Zincalume® AZ150 spelter roof sheeting, fixed to timber intermediate purlins at MAX 1200mm centres and eaves and ridge purlins at MAX 1200mm centres (final spacing to be calculated by an Engineer) using KL 65 clips fixed with 10No.11 x 45mm long self-drilling wafer head PH2 screws, type 17 drill point fasteners (fastener lengths may vary depending on the insulation used or requirements), all following the manufacturer`s specifications.

• Roof Pitch: 5° • Colour to be "DOVE GREY" To be confirmed • Roof Profile: Klip-Lok 406™ • Material: AZ150 spelter Zincalume®

RE 2

DW

D07 01

W5 01

W11 01

1.8M HIGH GATE TO NBR

153345 x First Floor Plan

(L6) INSULATION ROOFS - 145mm Isotherm flexible roll thermal insulation (Density: 11,5 kg/m³), complying with SANS1381-1:2013, laid over ceiling brandering closely fitted between rafters in Climatic Zone 4.

• R-value: 3.37m².K/W • Thermal conductivity: 0,039 W/mK

RE 1

154195 x Level 11

WALL TO BE PLASTERED AND PAINTED GREY

6825

(K10) BALUSTRADE WALLS - Any balustrade wall shall conform to the requirements contained in SANS 10400 Part A rule DD2 and B1 and will not be less than 1m above FFL.

(P1) GAS INSTALLATION - Containers shall be at least: 1m away from any window and open into a building.

2m away from any drain, pit or manhole.

3m away from the property boundry unless its up and against a firewall. then its reduced to 1m. fire wall =220mm wall. non-fire wall = 110mm wall.

5m awat from a switchable electrical point I.E. plug socket, inline power isolator, aircon units, pool pumps, water pumps etc. note, a wall light only needs to be 1.5m to the left/right of the bottles, or 1.5m above the bottles. all requirements are to conform to sans 10400

Outdoor decking to remain open as per building plan

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.

NO PART OF STRUCTURE/FOUNDATIO N SHALL SURPASS SITE BOUNDRY LINE

W10 01

(K5) WALLS LINTELS / BEAMS

NOTE: IMPORTANT

5375

(J1) FLOORS - All floor finishes to be confirmed with client and to be constructed according to Engineers drawing specifications. All floors to be constructed according to SANS 10400 Part J and NBR.

(P1) DRAINAGE - Drainage Installations to comply with Sans 10400 Part P. Drainage installations under building work must be installed in terms of Part P of Sans10400 (4.19.4).

Sanitary fittings discharging to a gully to discharge over that gully as Per Part P of Sans 10400 (4.21).

Drainage installations in the building work must be protected in terms of Part P of Sans10400 (4.22.2).

Discharge pipes located within a building to be enclosed within a duct and to be of a shape and size readily accessible for cleaning in terms of Sans 10400 part P (4.18.2.).

Accessible duct to be at least 440mmx220m.

Drainage installation as per regulation A2(1)(D) drainage. Information as per sans Part A(A8).

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

450

(K5) WALLS LINTELS - Lintels shall be provided above all window and door openings in accordance with the requirements of SANS 10400 Part K 4.2.9. All to Engineers specifications and design.

Date

ALUMINIUM GUTTER 125 X 85MM DOMESTIC OGEE PROFILE GUTTER.

(K4) FIRE WALLS - Any garage wall to be a fire wall and be constructed according to SANS 10400 Part T and K.

(K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

(J2) FLOORS DAMP PROOFING - All ground floor finishes to have a layer of DPC underneath floor slab to prevent rising damp. All floors to be constructed according to SANS 10021 Gundle® API A.T USB Green 250µm damp proof membrane under concrete surface beds conforming to SANS 952-1:2011 laid with minimum 150mm overlaps and sealed with Gunplas pressure sensitive tape. To Engineers Specifications & Design.

ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER. WITH OUBAAI CEM FEATURE WALLS RWDP

W12 01

NO PART OF STRUCTURE/FOUNDATION SHALL SURPASS SITE BOUNDRY LINE

3230

(K1) WALLS STRUCTURAL - All walls to be plaster and painted clay brick >14mpa (SABS).

Cavity in walls shall not be less than 50mm and more than 110mm wide. Wall ties in every second brick course. Brickforce shall be manufactured from pre-galvanized wire, and the galvanizing shall be in accordance with SANS 935 for a grade 2 coating; and rod reinforcement shall be galvanized in accordance with the requirements of SANS 935 for a grade 2 coating or SANS 121, as appropriate. All walls to be constructed according to SANS 10400 Part K and NBR.

3230

(K2) WALLS DPC - Gundle® API Brickgrip DPC 250µm damp proof course in cavity walls conforming to SANS 952-1:2011 laid with minimum 150mm overlaps.

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

RWDP

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

4680

(H) ENG. FOUNDATIONS - All the foundations to be constructed according to structural Engineers drawings.

Description

8000MM BUILDING HEIGHT RESTRICTIONS

4680

(HH1-2.3) GENERAL FOUNDATIONS - Any foundation constructed in accordance with subrules HH2.2 to HH2.8 lnclusive shall not be used to support any wall forming part of the structural system of any building except where (a) such wall Is placed centrally on such foundation; (b) such wall is the wall of any building contemplated In rule KK2 of this code; and (c) the soil supporting such foundation Is not a heaving soil or shrinkable clay or a soil with a collapsible fabric.

Any such foundation shall be constructed In concrete having a compressive strength of not less than 10 MPa at 28 days, or be mixed In proportions by volume of 1 part of cement , 4 parts of sand and 5 parts of coarse aggregate.

Any continuous strip foundation shall have a thickness of not less than 200 mm: Provided that where the foundation Is laid on solid rock such thickness shall not apply.

900

(H1) FOUNDATIONS - All the foundations of any building shall be designed to safely transmit all the loads from such a building to the ground. All Foundations to be constructed according to SANS 10400 Part H and NBR.

Number

whb

BUILDING NOTES

WALL TO BE PLASTERED AND PAINTED GREY

NORTH ELEVATION

PROJECT

Scale 1:100

8000MM BUILDING HEIGHT RESTRICTIONS

House Lategan

DRAINAGE SECTION 01 Scale 1:100

DRAWING

L01 02

156575 x US Ceiling Ground (slab) 155780 x U/S of Lintel

COVER LEVEL

150 366

150 357

INVERT LEVEL

149 713

149 549

DEPTH

653

808

DISTANCE

9821

GRADIENT

1:60

DRAINAGE SECTION 02 Scale 1:100

151200 x Ground Floor Plan

BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

WEST ELEVATION Scale 1:100

(L)GUTTERS

CLIENT

Lategan L02 01

(M2) BAULSTRADE

W01 01

2890

153345 x First Floor Plan

1035

154090 x Upper First Floor

6825

154195 x Level 11

Elevations

(L1) PITCHED / SINGLE PITCHED ROOFS

L01 02

D09 02

5375

Line to MH

SLIDING SCREEN ALUMINIUM LOUVERED SCREEN

W02 01

RETAINING WALL TO BE PLASTERED AND PAINTED GREY

WALL TO BE PLASTERED AND PAINTED GREY

RAINWATER NOT TO DISCHARGE ONTO NEIGHNOURING PROPERTY BOUNDARY WALL 140MM CONCRETE BLOCK WALL TO CONFIRM WITH ENGINEERS.

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

As indicated

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C105

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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

12/14/2023 12:03:49 PM

158026 x ROOF HEIGHT

SCREEN ALUMINIUM LOUVERED SCREEN

(L4) CONCRETE FLATROOFS

RC TO COMPLY TO SANS 10400 AND XA CALCULATIONS. ALL TO ENGINEER DESIGN AN SPECIFICATION

4680

IE 6

ALL WALLS TO BE PLASTERED AND PAINTED. COLOUR TO BE OUBAAI APPROVED ALABASTER. WITH OUBAAI CEM FEATURE WALLS

3230

IE 5

ROOF OVERHANG WITH 4MM THICK NUTEC CEILING BOARD INBETWEEN RAFTERS

3615 615

2390

2130 590

U/S LINTEL HEIGHT

615

W3

945

REVISION NOTES:

W4

Number

590

Description

Date

400

U/S LINTEL HEIGHT

690

425

U/S LINTEL HEIGHT

W2

425

W1

U/S WINDOW HEIGHT 4245

NOTE: IMPORTANT

450

2400

690

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.

900

1025

1350

1990

1990

2400

U/S LINTEL HEIGHT

2400

U/S WINDOW HEIGHT

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY: FRAME MATERIAL:

FFL

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Garage Powder Coated Aluminium - Grey

QUANTITY: FRAME MATERIAL:

OVERALL SIZE:

3755mm x 400mm

Top Hung

MATERIAL:

Laminate safety glass as per fenestration calculation Obscure White Translucent

W5

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Garage Powder Coated Aluminium - Grey

QUANTITY:

Top Hung

OVERALL SIZE: MATERIAL:

Laminate safety glass as per fenestration calculation Obscure White Translucent

W6

QUANTITY:

1 - Entrance Passage Powder Coated Aluminium - Grey

FRAME MATERIAL:

2130mm x 400mm

FRAME MATERIAL:

Fixed

OVERALL SIZE:

4335mm x 450mm

MATERIAL:

Laminate safety glass as per fenestration calculation

W7

U/S LINTEL HEIGHT

Top Hung

MATERIAL:

Laminate safety glass as per fenestration calculation Obscure White Translucent

1500

1500

885

455

1500

U/S WINDOW HEIGHT

EQ

Client FIXED

450

FIXED

1800

EQ

2400mm x 400mm

3210

1650

2175

2755

1200

1650 1200

FFL

FFL

QUANTITY:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

2 - WC ROOM & STUDY Powder Coated Aluminium - Grey

FRAME MATERIAL:

OVERALL SIZE:

1800mm x 450mm

OVERALL SIZE:

3210mm x 1590mm

GLAZING:

Laminate safety glass as per fenestration calculation Obscure White Translucent

MATERIAL:

MATERIAL: Laminate safety glass as per fenestration calculation Obscure White Translucent

OVERALL SIZE:

2460mm x 450mm

GLAZING:

Laminate safety glass as per fenestration calculation Obscure White Translucent

FRAME MATERIAL:

W8

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Entry Foyer/ Hallway Powder Coated Aluminium - Grey

QUANTITY:

Sliding Window

FFL

QUANTITY:

1 - Main Bathroom Powder Coated Aluminium - Grey

FRAME MATERIAL:

150

FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE

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

MUNICIPAL INFORMATION

U/S WINDOW HEIGHT

U/S WINDOW HEIGHT

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

Architect

450

U/S LINTEL HEIGHT

EQ

OVERALL SIZE:

4500

U/S CONCRETE SOFIT

U/S LINTEL HEIGHT

2460

1 - Main Bathroom Powder Coated Aluminium - Grey

W12

U/S LINTEL HEIGHT 1590

EQ

SANS 10400-XA The building complies with windows being single glazed safety glass with a U value 5.8W/m2·K, and a SHGC value of 0.77 in aluminium frames

ALL DIMENSIONS TO BE CONFIRMED ON SITE

Sliding Window

W9

Fixed

QUANTITY: OVERALL SIZE:

FRAME MATERIAL:

950

950

U/S CONCRETE SOFIT

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2 124/313= 39.61%

4410 1470 1470

U/S LINTEL HEIGHT

U/S WINDOW HEIGHT

U/S LINTEL HEIGHT

ZONING

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

Fixed

Laminate safety glass as per fenestration calculation

455

U/S CONCRETE SOFIT HEIGHT

832 m2

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

W11

W10

1015

ERF (sqm)

CONCRETE ROOF/ROOF AREA%

3 - Living Room/ braai Powder Coated Aluminium - Grey 4500mm x 455mm

ERF nr.

2940 1470

1470

1800 EQ

EQ

3110

2400

2400

U/S WINDOW HEIGHT

2015

U/S WINDOW HEIGHT

PROJECT

House Lategan

2655

1175

FIXED

1500

U/S LINTEL HEIGHT

DRAWING

840

900

Window & Door schedule 01 CLIENT

Lategan FFL

FFL

FFL

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

1 : 25

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY:

1 - Scullery/ Laundry

QUANTITY: FRAME MATERIAL:

OVERALL SIZE:

Powder Coated Aluminium - Grey 2400mm x 950mm FIXED

MATERIAL:

Laminate safety glass as per fenestration calculation

1 - Scullery/ Laundry Powder Coated Aluminium - Grey

QUANTITY:

OVERALL SIZE:

1800mm x 450mm

MATERIAL:

Laminate safety glass as per fenestration calculation Obscure White Translucent

FRAME MATERIAL:

Sliding Window

ALL DIMENSIONS TO BE CONFIRMED ON SITE

FRAME MATERIAL:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - scullery Powder Coated Aluminium - Grey

QUANTITY:

OVERALL SIZE:

950mm x 455mm

MATERIAL:

OVERALL SIZE:

Laminate safety glass as per fenestration calculation

Fixed

FRAME MATERIAL: MATERIAL:

1 - Kitchen Powder Coated Aluminium - Grey Cavity Slider Window 4o10mm x 1500mm Laminate safety glass as per fenestration calculation

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C106

© Copyright Retained

CHECK

AB

REV

SACAP REG-24751337

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

12/14/2023 12:03:50 PM

FFL

W13

W14

D1

REVISION NOTES:

D2

Number

Description

Date

U/S CONRTE SOFIT HEIGHT

U/S STEEL BEAM HEIGHT

900

4800

870

1625

U/S CONRTE SOFIT HEIGHT

FIXED

U/S CONRTE SOFIT HEIGHT

2855

700

NOTE: IMPORTANT

1700

2400

DOOR TO BE FIRE RATED

2345

2400

2400 2250

FIXED

FFL

150

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY:

1 - Entry foyer/ Hallway

QUANTITY:

2 - Bathroom 02 & Bathroom 03

QUANTITY:

FRAME MATERIAL:

Powder Coated Aluminium - Grey 2400mm x 1625mm Fixed

FRAME MATERIAL:

Powder Coated Aluminium - Grey 870 x 700mm Top Hung

MATERIAL:

Laminate safety glass as per fenestration calculation

MATERIAL:

Laminate safety glass as per fenestration calcs.

Obscure White Translucent

MATERIAL:

W15

W16

1625

U/S CONRTE SOFIT HEIGHT

OVERALL SIZE:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Garage Powder coated aluminium - matt stone grey

QUANTITY:

1 - Garage

FRAME MATERIAL:

OVERALL SIZE:

4800mm x 2345mm

OVERALL SIZE:

Timber 2855mm x 900mm

GLAZING:

N/A

MATERIAL:

D3

4200 EQ

U/S CONRTE SOFIT HEIGHT

EQ

D4

1870 935

900

U/S CONRETE BEAM HEIGHT

EQ

MDF Harboard / Semi solid Door with galv. steel plate insert

1085

U/S CONRETE SOFIT HEIGHT

Client

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

455

455

OVERALL SIZE:

SANS 10400-XA The building complies with windows being single glazed safety glass with a U value 5.8W/m2·K, and a SHGC value of 0.77 in aluminium frames

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

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 U/S WINDOW HEIGHT

U/S WINDOW HEIGHT

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

1050

1050

2655

3110

2025

2400

ALUMINIUM

2485

2480

MUNICIPAL INFORMATION

FFL

FFL

ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

CONCRETE ROOF/ROOF AREA%

124/313= 39.61%

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

FFL ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY: FRAME MATERIAL:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Entrance foyer/ Hallway Powder Coated Aluminium - Grey

QUANTITY: FRAME MATERIAL:

OVERALL SIZE:

1625mm x 455mm

Fixed

MATERIAL:

Laminate safety glass as per fenestration MATERIAL: calculation

OVERALL SIZE:

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

1 - Entrance Walkway Powder Coated Aluminium - Grey

1 - Braai Powder Coated Aluminium - Grey

QUANTITY:

1- Domestic Bathroom

QUANTITY:

4775mm x 455mm

FRAME MATERIAL:

FRAME MATERIAL:

OVERALL SIZE:

Timber 2400mm x 815mm

OVERALL SIZE:

2900mm x 1085mm

MATERIAL:

MDF Harboard / Semi solid Door

MATERIAL:

Powder Coated Aluminium sheet

Fixed

Laminate safety glass as per fenestration calculation

D5

D6

3670

2425 900

EQ

EQ

150

EQ

EQ

U/S CONRETE SOFIT HEIGHT

EQ

U/S CONRETE SOFIT HEIGHT

PROJECT

House Lategan

2400

EQ

DRAWING

Window & Door Schedule 02

FFL

ALUMINIUM

1015

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY:

OVERALL SIZE:

7255mm x 2400mm

OVERALL SIZE:

2400mm x 900mm

MATERIAL:

Laminate safety glass as per fenestration calculation

MATERIAL:

Laminate safety glass as per fenestration calcs.

Obscure White Translucent

Sliding door

DRAWN

1 : 25

1 - Main Bedroom Powder Coated Aluminium - Grey

FRAME MATERIAL:

Oubaai

SCALE

steel post to engineers specification

QUANTITY:

ALLOTMENT

ERF NUMBER

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

Lategan

FRAME MATERIAL:

1 - Scullery Powder Coated Aluminium - Grey

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C107

© Copyright Retained

CHECK

Checker

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12/14/2023 12:03:51 PM

1095

1020

1050

CLIENT

D7 4480 EQ

EQ

U/S CONRETE SOFIT HEIGHT

D8

6105

1630 1630

EQ

REVISION NOTES:

D10

5700

Number 900

1 2

U/S CONRETE SOFIT HEIGHT

U/S CONRETE SOFIT HEIGHT

Description

Date

FF Electrical Duct and cavity door position

09/05/2023 17/05/2023

FFL

QUANTITY:

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY: 4 - Main Bedroom, Bedroom 2, Bedroom 3 & WC Room Timber FRAME MATERIAL:

QUANTITY:

OVERALL SIZE:

6105mm x 2400mm

OVERALL SIZE:

6475mm x 2400mm

MATERIAL:

Laminate safety glass as per fenestration calculation

MATERIAL:

Laminate safety glass as per fenestration calculation

FRAME MATERIAL:

Cavity Slider

D9

2150 EQ

EQ

400

SANS 10400-XA The building complies with windows being single glazed safety glass with a U value 5.8W/m2·K, and a SHGC value of 0.77 in aluminium frames

ALL DIMENSIONS TO BE CONFIRMED ON SITE

2 - Living Room Powder Coated Aluminium - Grey

FRAME MATERIAL:

2445

FFL

ALL DIMENSIONS TO BE CONFIRMED ON SITE

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.

1090

1050

1050

2400

2400

NOTE: IMPORTANT

1 - Braai Room Powder Coated Aluminium - Grey Cavity Slider

2400mm x 900mm

OVERALL SIZE: MATERIAL:

D11

D12

U/S CONRETE SOFIT HEIGHT

U/S CONRETE SOFIT HEIGHT

MDF Harboard / Semi solid Door

D13

U/S CONRETE SOFIT HEIGHT

900

U/S LINTEL HEIGHT

EQ

Client

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

Architect

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

2400

2400

1050

1050

1045

1050

1050

2485

2400

EQ

MUNICIPAL INFORMATION

FFL

FFL 1800

1600

ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

CONCRETE ROOF/ROOF AREA%

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

ALL DIMENSIONS TO BE CONFIRMED ON SITE

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY:

1 - Kitchen

QUANTITY:

1 - Braai

QUANTITY:

FRAME MATERIAL:

OVERALL SIZE:

Timber 2400mm x 1600mm

FRAME MATERIAL:

OVERALL SIZE:

Timber 2400mm x 1800mm

FRAME MATERIAL:

OVERALL SIZE:

2095mm x 2400mm

OVERALL SIZE:

2400mm x 915mm

MATERIAL:

Laminate safety glass as per fenestration calculation

MATERIAL:

MDF Harboard / Semi solid Door

MATERIAL:

MDF Harboard / Semi solid Door

MATERIAL:

MDF Harboard / Semi solid Door

FRAME MATERIAL:

L2

L1

12520 6485

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

2 - Bathroom 2 & 3 Timber

2 - Bedroom 2 & Bedroom 3 Powder Coated Aluminium - Grey

QUANTITY:

124/313= 39.61%

6035

U/S CONRETE SOFIT HEIGHT

930

PROJECT

2380

2300

U/S CONRETE SOFIT HEIGHT

House Lategan

2400

DRAWING

U/S LOUVRE HEIGHT

Window & Door schedule 03 CLIENT

910

Lategan

ALLOTMENT

ERF NUMBER

1015

FFL 0

Oubaai

DRAWN

SCALE

1 : 25

ALL DIMENSIONS TO BE CONFIRMED ON SITE

QUANTITY: FRAME MATERIAL:

1 - Outdoor Deck Powder Coated Steel - Matt Grey (to match aluminium) with hulabond slats to suit

OVERALL SIZE:

12520mm x 2400mm

MATERIAL:

N/A

AB

ALL DIMENSIONS TO BE CONFIRMED ON SITE

FRAME MATERIAL:

2 - Bathroom 2 & 3 Powder Coated Aluminium - Black

OVERALL SIZE:

2400mm x 930mm

GLAZING:

N/A

QUANTITY:

Aluminium/ timber slats

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C108

© Copyright Retained

CHECK

Checker

REV

SACAP REG-24751337

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12/14/2023 12:03:52 PM

FFL

REVISION NOTES:

Number 1 2

TYPE S4 - SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE)

Downlights (Internal)

Recessed Downlight

-

A

49

Downlights (Int. Surf)

Surface Downlight

-

A(2)

3

Downlights (External)

Recessed Waterproof Downlight

-

A(3)

2

Single Surface Spots

-

-

External wall light 01

2-Way Wall Light

External Wall Light 2

1-Way Wall Light

Track & spots

-

B

-

D

2

-

-

E

Braai light

-

-

F

1

Pendant 01 (Bedside)

-

-

G

2

Bedside wall light

-

-

H

4

Task light

-

-

I

1

Pendant 02

-

-

J

1

Linear LED

-

-

K

1

-

-

L

As indicated

Exterior Footlight

-

-

M

6

Interior Footlight

-

-

N

1

-

-

O

2

OMIT

OMIT

P

0

-

-

Q

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.

Tracks as indicated 14 Spots

LED Strip light (Interior & Exterior)

Surface Ceiling Lights

EQ

EQ

13 @ TYPE L M AFF 1350M

SANS 10400-XA COMPLIANCE: refer to DEVS rational energy efficiency assement

C TYPE FFL 0MM A

@ 165

EQ

The lighting power density modelled was 5W/m2 as per SANS 204 Table 12 throughout the building

TYPE L BELOW PAVING. DETAIL TBC.

EQ

C TYPE FFL 0MM A @ 165

TYPE 2 @ 300MM AFFL

EQ EQ

TYPE C @ 1650MM AFFL

TYPE 10 (allow power for garage door motor)

4

- PAIRS OF DOWNLIGHTERS TO BE SPACED 150MM FROM CENTER TO CENTER - PAIRS OF WALL LIGHTS TO BE SPACED 100MM FROM CENTER TO CENTER - MOTION SENSOR POSITIONS TO BE CONFIRMED ON SITE BY SPECIALIST - ALL GARDEN SPOT POSITIONS TO BE CONFIRMED ON SITE BY ARCHITECT - FINAL DIMENSIONS TO BE TAKEN ON SITE - FINAL POSITIONS OF LIGHT FIXTURES TO BE CONFIRMED BY ARCHITECTS & CLIENT ON SITE!!!!

- ALL CONCRETE SOFFIT FORMWORK FOR LIGHT FITTINGS TO BE DONE PRIOR TO CAST IN SITU CONCRETE SLAB. - ELECTRICAL & LIGHTING PREP-WORK TO BE CHECKED BY ARCHITECT PRIOR TO CAST IN SITU CONCRETE SLAB. - PLEASE MAKE NOTE OF WHERE SOCKETS/SWITCHES/LIGHTS LINE UP. INCORRECT PLACEMENT WILL NEED TO BE CORRECTED BY ELECTRICIAN ON SITE. - POSITION OF LED STRIP LIGHTS IN SLAB TO BE CONFIRMED BY ENGINEER. POSITION OF DRIVER TO BE CONFIRMED BY ELECTRICIAN. - DIMMER SWITCHES INDICATED IN RED - TWO-WAY SWITCHES INDICATED WITH ORANGE LINES - ALL SWITCHES TO BE AT 1050MM AFFL (TO THE CENTER OF THE SWITCH) - ALL ELECTRICAL POINTS TO COMPLY WITH REGULATIONS. ANY CHANGES TO BE APPROVED BY INTERIOR DESIGNER PRIOR TO COMPLETION - ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING!!!

Client

TYPE 15 (at recommended height and position)

4X4 3-lever switch

Matrix onesto

S3

1

4-Lever Switch

4X4 4-lever switch

Matrix onesto

S4

3

5-Lever Switch

4X4 5-lever switch

Matrix onesto

S5

1

6-Lever Switch

OMIT

OMIT

S6

0

7-Lever Switch

8X2 7-lever switch

Matrix onesto

S7

1

Single Socket

4x2 single socket

Matrix onesto

1

7

Double Socket

4x4 double socket

Matrix onesto

2

17

Combination Socket

4x4 combination socket

Matrix onesto

3

7

Multiplug for TV

Combination of sockets for satelite, power, data, etc.

Matrix onesto

4

2

Matrix onesto

5

6

Matrix onesto

6

1

Distribution Board

As per electrician's spec

Matrix onesto

7

1

WiFi Router

Allow points & connections

Matrix onesto

8

1

Power Point

For power & light in mirrors, island & boundary wall

-

9

3

Power for Garage Motor

As per requirements

-

10

1

Extractor fan

OMIT

OMIT

11

0

Power to blinds

TBC if required

-

12

-

Intercom

TBC

-

13

2

Inverter

Allow necessary supply

-

14

1

Motion Sensor

As per installer's spec

-

15

3 or more

Airconditioner

TBC

TBC

16

1

Floor Plug

TBC

TBC

17

1

Ceiling Heater

TBC

TBC

18

1

USB Socket

4x4 combination socket with USB module

Matrix onesto

19

4

bic

Workshop TYPE Q @ U/S OF SOFFIT

1410

ALLOW SLEEVE FOR FUTURE SOLAR!!!!!

SEE PANEL POSITIONS ON ROOF PLAN.

EQ

1415 TYPE A (2) @ U/S OF SOFFIT

RECOMMENDED INVERTER POSITION. ALLOW NECESSARY CONNECTIONS.

TYPE 19 (W) - SOCKET REFERENCE

EQ

EQ

TYPE 19 (B) - SOCKET REFERENCE

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2 124/313= 39.61%

TYPE M @ 200MM AFFL

TYPE M @ 200MM AFFL TYPE L (recessed into riser)

TYPE 5 @ 300MM AFFL

TYPE L (recessed into riser)

PROJECT Tank Yard

3 4 6

House Lategan

DRAWING

7

Ground Floor Electrical CLIENT

Lategan

2-WAY LIGHT TO BE SWITCHED ABOVE WITH DOWNLIGHTS

N

Planter Box

TYPE 6 - SOCKET REFERENCE

RES 1

TYPE M @ 200MM AFFL

TYPE A (2) @ U/S OF SOFFIT

11 10 8

TYPE 5 - SOCKET REFERENCE

ZONING

Domestic Bathroom

5

wifi

832 m2

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

TYPE 7 - DB AS PER ELECTRICIAN'S SPECIFICATIONS

TYPE S2 @ 1050MM AFFL

TYPE Q @ U/S OF SOFFIT

TYPE 2 @ 900MM AFFL

1015

ERF (sqm)

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

2

TYPE 4 - SWITCH REFERENCE ELECTRICIAN TO CONFIRM NECESSARY MODULES FOR TV POINT!!

TYPE 2 @ 300MM AFFL

TYPE 2 @ 300MM AFFL

MUNICIPAL INFORMATION ERF nr.

CONCRETE ROOF/ROOF AREA% 6390

3-Lever Switch

TYPE A (2) @ U/S OF SOFFIT

EQ

7

TYPE 2 @ 300MM AFFL

EQ

S2

TYPE 15 @ RECOMMENDED HEIGHT

565

Matrix onesto

300

4X4 2-lever switch

EQ

2-Lever Switch

4x4 30 amp isolator

TYPE S2@ 1050MM AFFL

110

5

1435

S1

TYPE S4 DIRECTLY ABOVE TYPE 2!!!

EQ

Matrix onesto

Isolator

TYPE Q @ U/S OF SOFFIT (on motion-sensor)

1500

4X4 1-lever switch

Single socket in waterproof casing

EQ

Extended Double Garage

Qty

1-Lever Switch

Exterior Single Socket

EQ

TYPE S4 @ 1050MM AFFL

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

1

TYPE 3 (B) - SOCKET REFERENCE

Type

TYPE A(3) AT U/S OF SOFFIT (150mm center to center of fittings)

EQ

TYPE 3 (W) - SOCKET REFERENCE

TYPE 2 (B) - SOCKET REFERENCE

1490

TYPE Q @ U/S OF SOFFIT (on motion-sensor)

Brand/Supplier

EQ

EQ

2975

1800

TYPE 2 (W) - SOCKET REFERENCE

Name

EQ

TYPE O @ U/S OF SOFFIT

EQ

1405 1490

TYPE 1 (B) - SOCKET REFERENCE

Electrical Fixtures:

TYPE 9 HEIGHT TBC

TYPE C @ 1650MM AFFL

TYPE O @ U/S OF SOFFIT

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

Architect ALLOW CONDUIT BELOW PAVING/CONCRETE WALKWAY FOR LIGHTING ON BOUNDARY WALL. ALL TO BE CONFIRMED ONCE LANDSCAPING HAS BEEN RESOLVED!!

EQ

TYPE 1 (W) - SOCKET REFERENCE

TYPE S7 - SWITCH REFERENCE

50% of hot water is to be generated by Solar thermal hot water system and the remainder is to be generated by electrical resistance element.

TYPE C @ 1650MM AFFL

Please Note:

TYPE S5 - SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE)

18/04/2023

NOTE: IMPORTANT

12 14

Garden spot

27/03/2023

Qty

C

Flourescent

Gas bottle position and gas geyser installation GF Electrical

FOOTLIGHTS ABOVE TO BE ON SAME 2-WAY SWITCH AND SWITCHED IN SCULLERY

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

1 : 50

AB

Ground Floor Electrical Plan Scale 1:50

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C110

© Copyright Retained

CHECK

AB

REV

3

SACAP REG-24751337

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TYPE S3 - SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE)

TYPE S2 - SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE)

Type

EQ

TYPE S1 - SWITCH REFERENCE (BLACK IMAGE NOT AVAILABLE ONLINE)

Brand/Supplier

EQX2

FINAL QUANTITIES & POSITIONS OF BLACK AND WHITE SOCKETS AND SWITCHES TO BE CALULATED ON SITE! ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING - AS COLOURS MAY CHANGE DEPENDING ON WALL PAINT CHOICES.

Name

Date

EQX2

Light Fixtures:

Description

REVISION NOTES:

Number 1

Light Fixtures:

Recessed Downlight

-

A

49

1-Lever Switch

4X4 1-lever switch

Matrix onesto

S1

5

Downlights (Int. Surf)

Surface Downlight

-

A(2)

3

2-Lever Switch

4X4 2-lever switch

Matrix onesto

S2

7

Downlights (External)

Recessed Waterproof Downlight

-

A(3)

2

3-Lever Switch

4X4 3-lever switch

Matrix onesto

S3

1

Single Surface Spots

-

-

12

4-Lever Switch

4X4 4-lever switch

Matrix onesto

S4

3

C

14

5-Lever Switch

4X4 5-lever switch

Matrix onesto

S5

1

2

6-Lever Switch

OMIT

OMIT

S6

0

7-Lever Switch

8X2 7-lever switch

Matrix onesto

S7

1

Single Socket

4x2 single socket

Matrix onesto

1

7

Double Socket

4x4 double socket

Matrix onesto

2

16

Combination Socket

4x4 combination socket

Matrix onesto

3

7

Combination of sockets for satelite, power, data, etc.

Matrix onesto

4

2

Matrix onesto

5

6

4x4 30 amp isolator

Matrix onesto

6

1

Distribution Board

As per electrician's spec

Matrix onesto

7

1

WiFi Router

Allow points & connections

Matrix onesto

8

1

Power Point

For power & light in mirrors, island & boundary wall

-

9

3

Power for Garage Motor

As per requirements

-

10

1

Extractor fan

OMIT

OMIT

11

0

Power to blinds

TBC if required

-

12

-

Intercom

TBC

-

13

2

Please Note:

Inverter

Allow necessary supply

-

14

1

- PAIRS OF DOWNLIGHTERS TO BE SPACED 150MM FROM CENTER TO CENTER - PAIRS OF WALL LIGHTS TO BE SPACED 100MM FROM CENTER TO CENTER - MOTION SENSOR POSITIONS TO BE CONFIRMED ON SITE BY SPECIALIST - ALL GARDEN SPOT POSITIONS TO BE CONFIRMED ON SITE BY ARCHITECT - FINAL DIMENSIONS TO BE TAKEN ON SITE - FINAL POSITIONS OF LIGHT FIXTURES TO BE CONFIRMED BY ARCHITECTS & CLIENT ON SITE!!!!

- ALL CONCRETE SOFFIT FORMWORK FOR LIGHT FITTINGS TO BE DONE PRIOR TO CAST IN SITU CONCRETE SLAB. - ELECTRICAL & LIGHTING PREP-WORK TO BE CHECKED BY ARCHITECT PRIOR TO CAST IN SITU CONCRETE SLAB. - PLEASE MAKE NOTE OF WHERE SOCKETS/SWITCHES/LIGHTS LINE UP. INCORRECT PLACEMENT WILL NEED TO BE CORRECTED BY ELECTRICIAN ON SITE. - POSITION OF LED STRIP LIGHTS IN SLAB TO BE CONFIRMED BY ENGINEER. POSITION OF DRIVER TO BE CONFIRMED BY ELECTRICIAN. - DIMMER SWITCHES INDICATED IN RED - TWO-WAY SWITCHES INDICATED WITH ORANGE LINES - ALL SWITCHES TO BE AT 1050MM AFFL (TO THE CENTER OF THE SWITCH) - ALL ELECTRICAL POINTS TO COMPLY WITH REGULATIONS. ANY CHANGES TO BE APPROVED BY INTERIOR DESIGNER PRIOR TO COMPLETION - ELECTRICIAN TO CONFIRM SOCKET AND SWITCH COLOURS PRIOR TO ORDERING!!!

Motion Sensor

As per installer's spec

-

15

3 or more

EQ

EQ

Airconditioner

TBC

TBC

16

1

External Wall Light 2

1-Way Wall Light

-

D

Track & spots

-

-

E

eck 01

Outdoor D TYPE B @ U/S OF CEILING

TYPE B @ U/S OF CEILING

om

Living Ro

Tracks as indicated 14 Spots

Braai light

-

-

F

1

Pendant 01 (Bedside)

-

-

G

2

Bedside wall light

-

-

H

4

Multiplug for TV

Task light

-

-

I

1

Exterior Single Socket

Pendant 02

-

-

J

1

Isolator

-

-

K

Single socket in waterproof casing

1 wifi

-

L

6

As indicated

Exterior Footlight

-

-

M

Interior Footlight

-

-

N

1

-

-

O

2

OMIT

OMIT

P

0

-

-

Q

4

Date

Duct and cavity door position

17/05/2023

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.

SANS 10400-XA COMPLIANCE: refer to DEVS rational energy efficiency assement The lighting power density modelled was 5W/m2 as per SANS 204 Table 12 throughout the building 50% of hot water is to be generated by Solar thermal hot water system and the remainder is to be generated by electrical resistance element.

Client

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

Architect

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

MUNICIPAL INFORMATION ERF nr.

1015

ERF (sqm)

832 m2

Floor Plug

TBC

TBC

17

1

Ceiling Heater

TBC

TBC

18

1

ZONING

RES 1

USB Socket

4x4 combination socket with USB module

Matrix onesto

19

4

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

Grass area

CONCRETE ROOF/ROOF AREA%

Balcony EQ

EQ

EQ

EQ

EQEQ

TYPE 16 (height TBC)

Main Bedroom

1000

EQ

TYPE S1 @ 750MM AFFL TYPE 19 @ 450MM AFFL

EQ

TYPE G (final position TBC on site)

EQ

EQ

EQ

EQ EQ

TYPE S2 @ 1050MM AFFL

TYPE A @ U/S OF CEILING

TYPE E @ U/S OF SOFFIT

2

3

TYPE S2 @ 1050MM AFFL

EQ

Study TYPE 3 @ UP

14 13 12 11 10 9

8

7

6

5

4

3

2

Planter Box

1

900MM AFFL & TYPE S1 @ 1050MM AFFL

WIFI SOCKET DIRECTLY ABOVE TYPE 2!!

TYPE 2 @ 900MM & TYPE 8 @ 1300MM AFFL

TYPE A @ U/S OF SOFFIT

TYPE S1 DIRECTLY ABOVE TYPE 3!!!

TYPE 2 @ 900MM AFFL

EQ

TYPE 9 (allow power for mirror LED)

300 TYPE S2 @ 1050MM AFFL

TYPE A @ U/S OF SOFFIT

TYPE A @ U/S OF CEILING

Wc Room

TYPE A @ U/S OF SOFFIT

EQ

EQ

TYPE A @ U/S OF CEILING

1040

1040

TYPE N @ 200MM AFFL

House Lategan

DRAWING

First Floor Electrical

Main Bathroom

CLIENT TYPE A @ U/S OF CEILING

TYPE A @ U/S OF CEILING

Lategan

TYPE 18 @ U/S OF SOFFIT

FINAL POSITION TBC ON SITE

ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

EQ

1 : 50

N TYPE 15 @ RECOMMENDED HEIGHT

TYPE M @ 200MM AFFL

TYPE M @ 200MM AFFL

AB

TYPE M @ 200MM AFFL

Tank Yard FOOTLIGHTS BELOW TO BE ON SAME 2-WAY SWITCH AND SWITCHED AT FRONT DOOR

150

11m2

Scale 1:50

PROJECT

TYPE A (final positions to be confirmed once basins are installed)

EQ EQ

EQ TYPE A @ U/S OF CEILING

350

TYPE 2 @ 300MM AFFL

TYPE A @ U/S OF CEILING

EQ

TYPE C @ 1800MM AFFL

Drying Yard

First Floor Electrical Plan

EQ

TYPE S4 DIRECTLY ABOVE TYPE 2!!!

Dressing TYPE S2 @ 1050MM AFFL

TYPE 2 @ 300MM AFFL

TYPE A @ U/S OF CEILING

300

TYPE A @ U/S OF CEILING

EQ

TYPE S4 @ 1050MM AFFL

EQ

TYPE A @ U/S OF CEILING

EQ

TYPE A @ U/S OF CEILING

4

EQX2

EQ

900

1

FINAL POSITION TBC ON SITE

350

EQ

TYPE 17 WITHIN SLAB

1315

En-suite 02

300

En-suite 03

EQ 1000 EQ

2-WAY LIGHTS TO BE SWITCHED BELOW WITH DOWNLIGHTS AND LED

EQEQ

EQ

Hallway

UP

Entry Foyer/ Hallway

TYPE A @ U/S OF CEILING

EQ 300

1225 TYPE A @ U/S OF CEILING

TYPE A @ U/S OF CEILING

TYPE S1 @ 1050MM AFFL

TYPE H @ 1050MM AFFL TYPE 3 @ 450MM AFFL

EQ

DIRECTLY ABOVE TYPE S1 WHICH IS DIRECTLY ABOVE TYPE 18!!!

EQ

300

TYPE D @ FL 1800MM AF

TYPE 5 @ 300MM AFFL

TYPE H @ 1050MM AFFL TYPE 3 @ 450MM AFFL

TYPE S3 @ 1050MM AFFL

EQ

EQ

TYPE 1 @ FL 300MM AF

TYPE S1 @ 1050MM AFFL

EQ

EQ

DW

TYPE S2 @ 1050MM AFFL

TYPE 1 @ 300MM AFFL

TYPE 2 @ 300MM AFFL

300

WM

Scu

TYPE 3 @ 1050mm AFFL

TYPE 4 @ 1600MM AFFL

TYPE A @ U/S OF CEILING

EQ

TYPE 13 @ 1350MM AFFL

TYPE 2 @ 950MM AFFL

Bedroom 02

EQ

400

EQ

U/S OF TYPE K @ CEILING

TYPE A @ U/S OF CEILING

TYPE 2 @ 300MM AFFL

TO BE DISCUSSED ON SITE WITH CLIENT!!

EQ EQ

ndry llery / Lau

350

TYPE H DIRECTLY ABOVE TYPE 18 & 03 RESPECTIVELY!!!

EQ

500

EQ

TYPE 2 @ 300MM AFFL

TYPE S1 @ 750MM AFFL

350

EQ EQ

FL

0MM AF PE 1 @ 30

Bedroom 03

wifi

225

TYPE L ery) (within join

TD

TYPE 1 @ FL 300MM AF

EQ

350

EQ

EQ

225

EQ

EQ

EQ

TYPE A @ U/S OF CEILING

TYPE 1 @ 300MM AFFL

TYPE 4 DIRECTLY ABOVE TYPE 2!!!

TY

FRZ

300

225

500 TYPE 1 @ & 2700MM AFFL

EQ

EQ

300

TYPE L (within joinery)

TYPE S5 @ 1050MM AFFL

EQ

300

TYPE 2 @ 1750MM AFFL

EQ

TYPE 3 @ 1050mm AFFL

TYPE 6&3 @ 1050mm AFFL

4505

TYPE B @ U/S OF CEILING

TYPE L ery) (within join

Braai Room

TYPE S4 @ 1050MM AFFL

TYPE H DIRECTLY ABOVE TYPE 18 & 03 RESPECTIVELY!!!

TYPE L (within joinery)

EQ

1870 900

TYPE 19 @ 450MM AFFL

TYPE A @ U/S OF CEILING

350

950

TYPE S7 @ 1050MM

ECTLY TYPE 2s DIR ABOVE !!

EACHOTHER

EQ EQ

TYPE 1 @ 1750MM AFFL

300

Kitchen

TYPE A @ U/S OF CEILING

TYPE G

EQ

TYPE A @ U/S OF SOFFIT

on site confirmed U/S to be (height to designer) by interior

PREP

TYPE I

TYPE H @ 1050MM AFFL

TYPE A @ U/S OF CEILING

420

er for (allow pow nd) plug in isla

EQ

EQ

TYPE 9

TYPE F (height TBC on site by client)

TYPE A @ U/S OF CEILING

EQ

1500

TYPE H @ 1050MM AFFL

EQ

EQ EQ

Balcony

TYPE G (final position TBC on site)

TYPE 19 @ 450MM AFFL

1225

TYPE E @ U/S OF SOFFIT

TYPE C @ 1800MM AFFL

TYPE 19 @ 450MM AFFL

match opposite

EQ

TYPE B @ U/S OF CEILING

TYPE 2 @ 700mm AFFL

EQ

TYPE C @ 1800MM AFFL TYPE C @ 1800MM AFFL

TYPE 3 @ 300mm AFFL

EQ

EQ

EQ

TYPE 5 @ 1050MM AFFL

Balcony

1315

TYPE D DIRECTLY ABOVE TYPE 5!!!

300

275

EQ

EQ

Stoep

EQ

TYPE C @ 1800MM AFFL

TYPE B @ U/S OF CEILING

to be con (position erior designer) int

EQ

eck 02

Outdoor D

EQ

TYPE 5 @ 300MM & TYPE D @ 1600MM AFFL

TYPE Jfirmed on site by

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

TYPE L (recessed into slab above)

350

om

Dining Ro

TYPE C @ 1800MM AFFL

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

EQ

Stoep

124/313= 39.61%

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C111

© Copyright Retained

CHECK

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REV

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EQ

EQ

EQ

EQ

EQ

TYPE 2 @ 500MM AFFL

-

2-Way Wall Light

Surface Ceiling Lights

EQ

TYPE 4 DIR

TYPE 4 @ 1450MM AFFL

B

External wall light 01

Garden spot

TYPE L (recessed into slab above)

Qty

Downlights (Internal)

Flourescent

VE TYPE 2!!!

ECTLY ABO

Type

Type

LED Strip light (Interior & Exterior)

TYPE C @ FL 1800MM AF

Brand/Supplier

Brand/Supplier

BE ON TO POSITI SITE BY FINAL ON IRMED CONF CLIENT!!

Qty

Name

Name

Linear LED

TYPE 5 M @ 300M AFFL

Electrical Fixtures:

Description

REVISION NOTES:

Number 1

EXTERIOR

Description

Date

Duct and cavity door position

17/05/2023

INTERIOR 8mm tsg glass to comply with SANS and NBR

NOTE: IMPORTANT aluminium swing door to door schedule

floor finish, as specified elsewhere, on min 30mm screed layer on concrete slab to engineers detail

aluminium threshold to be recessed into screed layer

non-shrink grout layer

40

abe dura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used.

10

140

100

100

polysulphide sealant

30

aluminium threshold to be recessed into screed with nonshrink grout and stepped dpc

10 30 40

floor finished, as specified elsewhere, on screed to slope, 1:100 fall, away from entrance on concrete slab to engineers detail

aluminium swing door to door schedule

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.

aluminium waterproofing angle fixed into screed/concrete to aluminium contractor

Detail Section 03

Detail Section 04

Detail Section 04

Detail Section 01

Detail Callout 01

Scale 1:10

Scale 1:2

Detail Section 03

1190

270 110

50

110

INTERIOR 30

Detail Section 02

concrete slab to step 20mm and build up with screed to create fall for shower

270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered

Architect

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

concrete slab to engineers detail

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

drip groove

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

weephole with stepped dpc

20

N

ERF nr.

v-joint between concrete and brick connection

235

295

Detail Section 05

off-shutter concrete soffit

First Storey Plan - Weather Step

30 50 1025

Scale 1:100

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

MUNICIPAL INFORMATION

shower wall to be treated with ABE approved waterproofing system

10

Detail Section 02

Client

1190

shower floor to be treated with ABE approved waterproofing system

Detail Section 05

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

EXTERIOR

270 1290

CONCRETE ROOF/ROOF AREA%

Detail Section 02

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

Scale 1:10

270

270 110

abe dura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used.

EXTERIOR

abe dura.®flex with abe®mesh to be applied in strict coherence with manufacturers specification, or equally approved product by designer to be used.

concrete slabwith min 30mm screed layer with new floor finish as specified elsewhere

v-joint between concrete and brick connection

10 30 295

concrete slab to engineers detail

concrete slab to engineers detail

255

200 slip joint position if and where neccessary to structural engineers details

230

30

10

weephole with stepped dpc

PROJECT

House Lategan

DRAWING off-shutter concrete soffit 30 50 150

drip groove

slip joint position if and where neccessary to structural engineers details v-joint between concrete and brick connection

Weather Step Details 01 CLIENT

Lategan

340mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered

120

270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered

ALLOTMENT

ERF NUMBER

110

1015

340

Detail Section 03

Detail Section 04

Detail Section 05

Scale 1:10

Scale 1:10

Scale 1:10

Oubaai

DRAWN

SCALE

As indicated

AB

DWG USE

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C112

© Copyright Retained

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1065

concrete slab to engineers detail

drip groove 30 50

255

295 off-shutter concrete soffit

concrete slabwith min 30mm screed layer with new floor finish as specified elsewhere

screed layer to slopeas indicated with min 30mm thickness

30 200

295

255

200

v-joint between concrete and brick connection

110

110

weephole with stepped dpc

screed layer to slopeas indicated with min 30mm thickness

slip joint position if and where neccessary to structural engineers details

50

270mm cavity wall to be plastered and painted as specified elsewhere, with cavity wall ties to be staggered

30

10

110

150

INTERIOR

EXTERIOR

aluminium sliding door to door schedule

40

110

30

INTERIOR

50

124/313= 39.61%

REVISION NOTES:

Description

Date

Section 34

Number

Section 35

Section 35

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.

Section 30

1200

340mm concrete filled retaining wall as per engineers detail, to have waterproofing.

15

14

13

12

treads to have 600x1200x8mm porcelain tile on screed 11 layer, as per tiling layout

10

concrete staircase, to engineers detail. risers @ 145mm. treads @ 300mm. stairs to comply with SANS 10 400 Part M.

9

8

7

6

5

riser @ 145mm. treads @ 600mm. stairs to comply with SANS 10 400 Part M.

4

3

treads to have 22mm timber finish, to be treated

Section 30

2

1

Planter Box

riser @ 145mm. treads @ 900mm. stairs to comply with SANS 10 400 Part M.

NOTE: IMPORTANT

340mm concrete filled retaining wall as per engineers detail, to have waterproofing.

300

Client

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

300

300

300

300

300

300

300

300

300

300

300

600

50

3600

1450 5050

Section 34

Architect

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

MUNICIPAL INFORMATION

Ground Storey Plan - Entrance Staircase Scale 1:25

154195 x Level 11

ERF nr.

1015

ERF (sqm)

832 m2

ZONING

RES 1

ALLOTMENT AREA

Oubaai

COVERAGE

325 m2

COVERAGE PERCENTAGE

39.0625 %

GROSS FLOOR AREA (GFA)

435 m2

- BASEMENT

83 m2

- BASEMENT COV. ENTRANCE

27 m2

- GROUND FLOOR

265 m2

- GROUND COVERED PATIOS

60 m2

EXTERNAL DECK AREA (OPEN)

87 m2

COURTYARD

22 m2

CONCRETE ROOF/ROOF AREA% 600

300

300

300

300

300

300

300

300

300

300

300

300

850

© COPYRIGHT. THIS DRAWING MAY NOT BE REPRODUCED

OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE PERMISSION OF STRUKT ARCHITECTS. DO NOT SCALE - USE FIGURED DIMENSIONS ONLY. ALL LEVELS AND DIMENSIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF ANY WORK. REPORT ANY DISCREPANCIES IMMEDIATELY. SHOP DRAWINGS TO BE APPROVED PRIOR TO CONSTRUCTION. ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH NATIONAL BUILDING REGULATIONS, SOUTH AFRICAN NATIONAL STANDARDS, AND LOCAL AUTHORITY BY-LAWS.

15 153345 x First Floor Plan

0 223

10 9 8

515

900

riser @ 145mm. treads @ 900mm. stairs to comply with SANS 10 400 Part M.

600

300

riser @ 145mm. treads @ 600mm. stairs to comply with SANS 10 400 Part M.

2035

7 6 5 4 3

2 1

151200 x Ground Floor Plan

void

340mm concrete filled retaining wall as per engineers detail.

2145

430

11

1715

12

430

13

145 145 145 145 145 145 145 145 145 145 145 145 145 145 145

14 concrete staircase, to engineers detail. risers @ 145mm. treads @ 300mm. stairs to comply with SANS 10 400 Part M.

124/313= 39.61%

PROJECT

House Lategan concrete stairccase to have footing to engineers detail, on 50mm blinding layer with 250micron dpc on well compact earth not exceeding 150mm layers.

DRAWING

Entrance Staircase Detail

Detail Section 06

CLIENT

Lategan

Scale 1:25 ALLOTMENT

ERF NUMBER

1015

Oubaai

DRAWN

SCALE

1 : 25

AB

DATE ISSUED

CONSTR.

2023/07/28

PROJECT No.

DRAWING No.

0170

C113

© Copyright Retained

CHECK

Checker

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DWG USE