Construction A by Ziani

FINISHES KEY LEGEND (continued)

30 1,4

5,9

F ROOF F1 Concrete slab: Concrete slab to engineers spec. with screed to fall (min. 1:50) to outlets to receive waterproofing by specialist to be covered with 50mm gravel to architects specification. waterproofing to architects approval and guarantees to be provided by contractor as per agreement with client. F2 RWO & RWDP:  Rain water outlet cast in concrete slab connected securely and watertight to 100mm diam. uPVC rain water down pipe build in wall. and connected to storm water design as per engineers design, to architects approval. All exposed outlets to be neatly cut and finished to form neat spout, to architects details. Rain water to be disbursed away from the structure, and hard surface to be formed channel water away. G WINDOWS & DOORS G1 Door / Windows Doors and windows to architects schedule. Light and ventilation to comply (SEE NOTES) H WINDOW CILLS H1 Window cills: Build in window frames installed, with built in DPC and water repellent admixture to mortar (sika product) to architects approval of sample on site. Waterproofing guarantee to be submitted to client at completion of project.

Void for sound equipment according to specialist spec. 8 39

EJ 00

3,8 0

6,480

00 4 5 6

cut & seal EXISTING SP (min 1:40 fall) I2

2 1,5

1,0

OM ROFFL

1 I1

E 0 OR 1.02 :C2 ST + tiles

scale 1:100

LEGEND

11 5

144 m2 2,5

s: B(PS)

230

1,500 450

ground floor plan

16,92

1,430 0

scale 1:100

1,355 115 250

UFL VV WP

:C5

AREAS: ADDITIONS: ~ ADDITIONAL AREA:

ALTERATIONS: ~ alterations to existing change rooms: ~ alterations to stage: ~ ALTERATIONS AREA:

3,690

scale 1:200

SITE: ~ SITE AREA: COVERAGE: ~ existing footprint area: ~ additional footprint area: ~ TOTAL FOOTPRINT AREA: ~ ~ ~

ELANDSFONTEIN No. 90 - IR PORTION 10

EX IST ING SE WE R

ERF 1879

MU CO N SE NN WE EC TIO R N

EXISTING PARKING

LANDSCAPE

57, 63m

EXISTING BUILDING

PAVING EXISTING CHURCH BUILDING

0m 8,5

EXISTING BUILDING

9m 8,4

5m BU ILDING

EXISTING PARKING

16,04m

LINE

ADDITION

4/1808

16,00 m

84,06m

3/1808 9m 8,4

2/ 1808

EXISTING BUILDING

0m 8,5

1/1808

SITE PLAN site plan scale 1:500 SCALE 1:500

GSEducationalVersion

BEN ARD RO



BEDFORDVIEW EXTENSION 348

AD E AST

EXISTING BUILDING

1/1807

EXISTING PARKING 2/1807

137,48 m

5/1807

BEDFORDVIEW EXTENSION 348

6/1807

100,78m

MU ND AY AV EN UE

GHILL TOWNSHIP

~ ~ ~

EXISTING BUILDING

EXISTING SEWER

existing coverage: additional coverage: TOTAL COVERAGE:

FAR: ~ existing area: ~ additional area: ~ TOTAL AREA:

207,91m MH

WHB

REMAINDER OF PORTION 1000

existing FAR: additional FAR: TOTAL FAR:

UFFL

DRAINAGE ~ ALL GUTTERS OPEN AIR ~ ALL SOIL-PIPES AND WASTE PIPES TO HAVE MIN FALL OF 1:40 ~ IE'S AT ALL CHANGES OF DIRECTIONS AND JOINTS ~ IE'S TO HAVE MARKED COVERS AT GROUND LEVEL ~ PIPES UNDER BUILDINGS OR WALLS TO HAVE REINFORCED FOUNDATIONS OVER CROSSINGS ~ NO CHANGE OF DIRECTION OR JUNCTIONS UNDER BUILDINGS ~ ALL WASTE PIPES TO BE 40mm DIA AND FULLY ACCESSIBLE ~ ALL WASTE PIPES APPLIANCES ON SUB-STACKS TO BE INDIVIDUALLY ANTI-SIPHONED WITH 50mm DIA ANTI-VAC VALVE OR 50mm ONE WAY VENT VALVE ~ ALL WASTE WATER APPLIANCES TO HAVE WATER-TRAPS ~ VENTILATION PIPES, SOIL AND SEWER PIPES TO BE 100mm DIA ~ PROTECTION OF WATER SEALS: PROVIDE VENT VALVES OR ANTI-VAC TRAPS ON 1ST FLOOR FITTINGS TO SABS 0400 PART PP18 ~ PROVIDE VENT OR ANTI VAC TRAPS ON 1st FLOOR FITTINGS TO SABS 0400 PART PP18 ~ ACCESS PANELS TO BE INSTALLED ACCORDING TO SABS 0400 PART PP21

THIS DRAWING IS SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR PART OR IN ANY MANNER WHATSOEVER WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT

GENERAL NOTES ~ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NBR, NHBRC STANDARDS, AND LOCAL AUTHORITY BY LAWS ~ ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY WORK COMMENCES ~ GROUND BEARING TESTS TO BE CARRIED OUT BY ENGINEER PRIOR TO CONSTRUCTION ~ DEMOLITIONS OF ANY WORKS ON SITE TO COMPLY WITH SABS 0400 PART E ~ EXCAVATIONS IN GENERAL AND FOR FOUNDATIONS TO COMPLY WITH SABS 0400 PART G . FOUNDATIONS TO ENGINEER DESIGN AND APPROVAL TO COMPLY WITH SABS 0100 FOR STRUCTURAL, SABS 0161 FOR FOUNDATIONS, SABS 0162 FOR STRUCTURAL STEEL, SABS 0163 FOR STRUCTURAL TIMBER AND SABS 0164 FOR STRUCTURAL MASONRY. ~ WALLS TO COMPLY WITH SABS 0400 PART K. ~ FREE-STANDING WALLS TO COMPLY WITH SABS 0400 PART KK11. ~ RETAINING WALLS OF MASONRY SABS 0400 PART KK12. ~ ANY CAVITY IN EXTERNAL MASONRY WALLS SHALL NOT BE LESS THAN 50mm AND MORE THAN 110mm WIDE, 3 WALL TIES/SQM OF THE FACE AREA OF WALL. WALL TIES TO COMPLY WITH SABS 28 ~ FINAL LEVELS OF BUILDINGS ON SITE TO BE CONFIRMED BY ARCHITECT ~ ALL STORM WATER SUMPS, DISCHARGE PIPES, RUN-OFFS TO ENGINEERS SPEC. ~ ALL EXISTING STORM WATER DRAINAGE TO BE CHECKED BY ENGINEER AND RE-ROUTED WHERE NECESSARY ~ ALL EXISTING TREES TO BE PROTECTED AGAINST ANY DAMAGE ~ ALLOW FOR 1 x WATER SUPPLY POINT TO ALL PRIVATE GARDENS AND COURTYARDS ~ ALL FREE STANDING WALLS TO COMPLY WITH PART K, TABLE 5 ~ ALL SPECIFIED BRAND NAME MATERIALS AND INSTALLATIONS TO BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND DETAILS ~ SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECTS FOR APPROVAL BEFORE ANY SPECIALIST INSTALLATION COMMENCES ~ ALL DRAINAGE AND PLUMBING SPECIFICATIONS AND INSTALLATION TO BE IN ACCORDANCE WITH NBR ~ FOUNDATIONS NOT TO ENCROACH ANY STAND BOUNDARIES ~ DO NOT SCALE FROM DRAWINGS! WHEN IN DOUBT CONTACT ARCHITECT. ~ TOP OF ALL GARDEN WALLS, EXTERNAL EXPOSED WALLS AND PARAPET WALLS TO BE WATERPROOFED WITH APPROVED PAINTABLE SEALANT BY SPECIALIST ~ EXPANSION JOINTS, CONSTRUCTION JOINTS AND LAYOUT STRICTLY IN ACCORDANCE TO ENGINEERS SPECIFICATION AND DETAILS. LOOPED WATERPROOFING BY SPECIALIST TO BE USED WHERE OVERLAPPING OF EXPANSION JOINTS OCCURS ~ ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT 103 OF 1977 AND SABS 0400, INCLUDING ALL REVISIONS AND APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY - ALL ELECTRICAL WORK TO BE ONE BY REGISTERED ARTISANS TO SABS 0142 (W.O.P.) - PLUMBING SCHEMATIC TO BE EXECUTED BY REGISTERED PLUMBER ~ SEQUENCE AND PROGRAM OF INSTALLATIONS TO BE SUBMITTED TO ARCHITECT FOR COMMENT. CONTRACTOR ENTIRELY RESPONSIBLE TO MANAGE QUALITY CONTROL FROM A DAMAGE AND PROTECTION POINT OF VIEW. ALL WORKS AND TRADES TO BE PROTECTED AL ALL TIMES DURING CONSTRUCTION UP TO WORKS COMPLETION (ESPECIALLY FLOOR FINISHES, FIXTURES AND FRAMES) TO AVOID DAMAGE BY OTHER TRADES. DAMAGED WORK WILL BE CONDEMNED. CONTRACTOR ENTIRELY RESPONSIBLE TO MANAGE QUALITY CONTROL FORM A DAMAGE AND PROTECTION POINT OF VIEW.

STAIRCASE ~ STAIRCASE TO ENGINEER DETAIL RISERS =170mm TREADS = 275mm (min), TREADS (with open raisers) TO OVERLAP NEXT LOWER TREAD WITH 25mm AS PER SABS 0400 PART M ~ CONC. STAIRCASE TO ENGINEER DETAIL RISERS =170mm TREADS = 275mm (min), ~ HEADROOM = MIN 2100mm ~ HANDRAIL NOTE: 1000mm HIGH HANDRAIL NOT TO PERMIT A BALL OF 100mmØ ALL TO COMPLY WITH SABS 0400 PART M2 (MORE THAN 1.1m WIDE TO HAVE 2 HANDRAILS) HANDRAILS AND BALUSTRADE WALLS ~ ALL HANDRAILS TO BE 1000mm NOT TO PERMIT A BALL OF 100mmØ ALL TO COMPLY WITH SABS 0400 PART DD2 AND SABS 0104 HANDRAILS ~ BALUSTRADE WALLS TO COMPLY WITH SABS 0400 PART KK10 GLASS ~ GLASS INSTALLMENTS TO BE IN ACCORDANCE WITH SABS 0400 PART N AND SABS 0137 ~ GLASS THICKNESS 0.00sq.m - 0.75sq.m = 3mm THICK 0.75sq.m - 1.50sq.m = 4mm THICK 1.50sq.m - 2.10sq.m = 5mm THICK 2.10sq.m - 3.20sq.m = 6mm THICK SAFETY GLASS ~ ANY PANE OF GLASS WHICH IS TO BE INSTALLED WITHOUT SUPPORT OF A FRAME SHALL BE IN ACCORDANCE WITH SABS 0137 ~ ANY PANE OF GLASS INSTALLED 300MM FROM FINISHED FLOOR LEVEL MUST BE 6MM SAFETY GLASS ~ FROSTED GLASS TO BE USED ON ALL BATHROOM WINDOWS ~ GLAZING TO COMPLY WITH SAGGA (The South African Glass & Glazing Association of Southern Africa) GEYSER ~ GEYSER INSTALLATION ACCORDING TO SABS 0254 RAMPS ~ RAMPS TO COMPLY WITH SABS 0400 PART D, BAPTISM POND ~ BAPTISM POND TO COMPLY WITH SABS 0139 ~ DISCHARGE OF POOL AND JACUZZI NOT INTO DRAINAGE SYSTEM VENTELATION ~ NATURAL VENTILATION TO BE NOT LES THAN 5% OR 0.2 SQM ~ NATURAL LIGHTING TO BE NOT LESS THAN 10% OR 0.2 SQM ~ PROVIDE MECHANICAL VENTILATION TO ALL ROOMS NOT COMPLIANT TO ABOVE NATURAL VENTILATION REQUIREMENT

material

64 m2

area diagram 115

level

WC WPC

3,495 115 900 230 1,235 115

SWS UFFL

49 m2

-0.035 FFL paving

FFL

FL G HR IE L LO MH MX NGL

up ti les:C

allowed for RE RL RWO RWDPRain water down pipe SH SS SO SP

allowed for (PS)

level

5,3

ramp

GE AN M 2 L H C O UFF RO1.020 C2 tile

CC CPD DPC DPM EXF EJ

(PC)

1 DS CA

RL(over)(PS)

OVP

FFL

11 5

GEYS E CC L:1020h R SP

AC AP BO B BAL

tile

PIN G: A

B(PS)

20 AA 1

1,9

D C P C2

600

+ iles t

LA N

t WC

ramp up

B(PS)

RWDP: F2 duct

:C 5

SH(PS)

RWO: F2

230

GE AN M 1 L H C O UFF RO 1.020:C2

4 x "winblocks" (vertical arrangement)

-0.150 FFL

230

1,2

8,155

3 345 45 345 345 1,725 345

K 2 OA :C L s C ile

1 2 3 4 -0.035 FFL 5 6 tiles:C 2 + 0.935 UFFL paving STEP :C5 S 6 x ris : e 5 x tre rs: 170 a -0.150 FFL (see n ds: 345 BAL(P otes) S)

201 BB

SP (min 1:40 fall) to connect with existing sewer to fall to municipal connection. (see notes)

RWD duct RWO P: F2 : F2

830

duct OVP EXF

acces s (PS a panel llowe d)

5(PS)

WPC

230

2 830 30

:C5

tile

5 11

230 115 115

AP:D

paving

G: A1

GFFEL U SA 0 S 2 PA+1.0 s:C2

Existing SP (min 1:40 fall) to municipal connection. (see notes)

+1.020FFL tiles:C2 equip m I1 pump ent and he a a room rea below t store 2 outsid ; accessed e fr servic with lockab om e hatc h doo le r

brick up windows:I1

1 5 1, 11

LAND SCAP IN

0 5 1,1 11

1,6

5 11

1,3

RWDP: F2

STORE ROOM 2

600 11 5

EJ 4 x "winblocks" (vertical arrangement)

duct RWO: F2

SP (min 1:40 fall) to connect with existing sewer to fall to municipal connection. (see notes)

0 .02 tile +1 rpet a c

300

-0.340FFL

cut & seal EXISTING SP (min 1:40 fall)

3,800

1,540 1,310 23 0

1,710 230 880 600

450

I1 I2

+1 iles: t

5 11

900

B UFF LO.020 C2

paving:C5

450

1,2

-0.150FFL

450

4 s:C

vin g

450

FL UF

CC 1 20

2,8

BYL

DEMOLISHING WORK: DEMOLISH EXISTING Existing part of structure to be demolished without affecting any work to remain or any new work to be constructed. Contractor to provide for necessary protection that may be required. Areas to remain affected by demolishing to be made good and re-instated to it original state. Make good areas affected by demolished work. Reinstate to match other finishes relevant. Where in doubt, confirm with architect prior to work.

J NEW ADDITIONS: J1 Joint: Any new work adjacent or linked to existing structures to be in strict accordance with engineers joint details to architects approval. Ensure neat and accurate joints between existing and new. All cover strips and expansion joints required to, architects approval of samples submitted.

roof plan

201 BB

I I1

I2 I1

45 0

EJ 3

RWO

FL UF

gravel: F1

6,2

.85 +0

CONCRETE ROOF I1

PO ND

6,4

5,930

20 AA 1

RWO

0 0 45

L FF

E AG ST

4 80U .6 4 +0 s:C tile t rp e ca

2 4

Void for sound equipment according to specialist spec.

45 0

.8 +0

1 45

30 1,4

FL UF

ing ist es ex et til rp ca

PT ISM

CC 1 20

.0 ±0

FL UF

9,3

5 3,7

NOTES

FINISHES KEY LEGEND A. A1 Landscaping by others TO ARCHITECTS APPROVAL. Irrigation to landscaping less than 1m distance from the structure to be approved by engineer prior to installation. 64 m² B. FOUNDATIONS: B1 Structure to engineer: Refer to structural engineers' detail foundation drawings / specification for 48 m² size and depth of footings, piles, retaining walls, columns and beams. Were 144 m² waterproofing and tanking required; refer to engineers' spec. waterproofing 192 m² guarantees to be provided by contractor as per agreement with client. B2 Waterproofing (Tanking): Provide 1000mi Tankon vertical tanking to foundation walls at all level 000 m² changes up to heights 900mm. Greater heights to receive Derbigum Waterproofing by specialist to manufacturers' specifications. waterproofing guarantees to be provided by contractor as per agreement with client. 000 m² B3 Waterproofing (general): 000 m² PLAN NUMBER: Waterproofing by specialist 000 m² C FLOORS: C1 Structure by engineer: 00 % Structural slabs, floors & supporting beams, to engineers specification & 00 % drawings. 00 % C2 Tiles: Tiles to specification by architect, laid on 35mm cement screed on surface bed. Non slip tiles to be sealed with specialist sealer to be approved by 000 m² architect. This work to be carried out in strict accordance with manufacturer 000 m² specifications and data sheets. a Cured and sealed sample of 2000mm x 000 m² 2000mm to be prepared (area for sample to be agreed upon on site) for architects approval prior to commencement of any further areas. Allow for AREA 00.0 SCHEDULE: tiled skirting all round. (tile to match floor tile). (refer to PC allowed for 00.00 floor tiles). 00.00 SITE C3 Concrete surface bed:16376m² ----------------------------------------------------------------Concrete surface bed (min 85mm) on 250 micron Tarcon Damp Proof EXISTING CHURCHMembrane BUILDING 2490m² (DPM). Surface bed to be cast on min. 150mm good, clean hard core consolidated fill treated with ant poison according to SABS 024. EXISTING OUTBUILDINGS 915m² (certificate to be presented 64m² to client and issued at end of contract). Hard ADDITION TO CHURCH BUILDING core fill to be compacted in layers to not exceeding 150mm (to engineers ----------------------------------------------------------------specification). NEW GRAND TOTAL 3469m² C4 Carpet tiles: Carpet tiles to later specification and architects approval laid on min 35mm COVERAGE screed. Joints in carpet to be21% visible. Samples of cover strips to be presented to architect for approval. The thickness of the screed to be laid should take in account the specified carpet tiles thickness, to ensure same final FFL between different floor finishes. Allow for timber skirting at floor wall junctions. (75 high meranti skirting, stained and sealed to spec.). (refer to PC allowed for carpet) GENERAL NOTES: C5 Paving reinstated: FOUNDATION AND STRUCTURE Existing paving to be removed to clear area for construction and material Paving to be re-instated afterwards. Ensure that no paving, - ALL TO ENGINEER storage. DESIG AND APPROVAL removed or areas leading to construction area, are protected EXTERNAL WINDOWtemporeraly CILLS and not UNDER damaged during construction. - DPC MUST BE PROVIDED ALL WINDOW CILLS Confirm with Client where to store extra over stock on property. WINDOWS AND DOORS D DOOR WALLSSTRUCTURAL OPENINGS TO VE VERIFIED - ALL WINDOW AND D1FINAL ClayMANUFACTURE face brick wall: OF WINDOWS AND DOORS ON SITE BEFORE DRAINAGE NOTES Clay face brick with joints to match existing. Bonding to be stretcher bond to match - ALL GUTTERS OPEN AIR existing / or as per drawings where or if indicated differently. Batch order of bricks and sand to be secured by contractor at suppliers to ensure - ALL SOIL-PIPES AND WASTE PIPES TO HAVE MIN FALL OF 1:40 new and existing work to be consistent in colour and finish. Selections to be - IE'S AT ALL CHANGES OF DIRECTIONS AND JOINS approved by architect prior to order. Contractor to take care to keep bricks - IE'S TO HAVE MARKED COVERS AT GROUND LEVEL clean during construction. a Cured and finished wall sample (all as per the - PIPES UNDER BUILDINGS OR WALLSxTO HAVE REINFORCED above) of 2000mm 2000mm to be prepared for architects approval prior to FOUNDATIONS OVER CROSSINGS of any further areas. Area for this sample to be agreed commencement - NO CHANGE OF DIRECTION OR JUNCTIONS UNDER BUILDINGS upon on site by client architect and contractor. - ALL WASTE PIPES BE 40MM DIA&AND FULLY ACCESSIBLE D2 TO Smooth plaster paint: - ALL WASTE PIPES APPLIANCES ON stock SUB-STACKS TO BE two coats smooth plaster finish. a Flush jointed clay bricks to receive INDIVIDUALLY ANTI-SIPHONED WITH 50MM VALVE Cured and finished plasterDIA wallANTI-VAC sample (all as per OR the above) of 2000mm x 50MM ONE WAY VENT VALVEto be prepared for architects approval prior to commencement of 2000mm - ALL WASTEWATERany APPLIANCES TOPlaster HAVE WATER-TRAPS further areas. to receive paint to specification. Area for this - VENTILATION PIPES, SOIL to AND SEWERupon PIPES DIA and contractor. sample be agreed on TO siteBE by 100MM client architect Preparation of raw surfaces and application of products as per - PROTECTION OF WATER SEALS: PROVIDE VENT VALVES OR manufacturer's and data Colour: to be approved on ANTI-VAC TRAPS ON 1ST specification FLOOR FITTINGS TOsheets. SABS 0400 site. 4 x 2000mm x 2000mm colour samples will be called for final selection PART PP18 and approval of paint. GEYSER D3 Wall tiles: - GEYSER INSTALLATION ACCORDING TO SABS 0254 Full height wall tiles to specification and layout drawings provided by GLASS architect. (refer to PC allowed for wall tiles)0400 - GLASS INSTALLMENTS TO BE IN ACCORDANCE WITH SABS D4 0137 Face brick on edge wall copings: PART N AND SABS Face brick on edge wall coping (to match D1), with built in DPC below with - GLASS THICKNESS water repellent admixture to mortar (sika product) to architects approval of 0.00sq.m - 0.75sq.m = 3mm THICK sample on site. Top of wall coping to be sealed by specialist to architects 0.75sq.m - 1.50sq.m = 4mm THICK approval. Waterproofing guarantee to be submitted to client at completion of 1.50sq.m - 2.10sq.m = 5mm THICK project. 2.10sq.m - 3.20sq.m = 6mm THICK SAFETY GLASS D5 Removable wpc duct-board: - ANY PANE OF GLASS WHICH IS TO(wood BE INSTALLED WITHOUT Removable wpc plastic composite material) horisontal decking SUPPORT OF A FRAME SHALL BEfixed IN ACCORDANCE SABS specification and details. access panel to drainage ductWITH to architects 0137 (refer to PS allowed for duct cover) - ANY PANE OF GLASS INSTALLED 300MM FROM E CEILINGS FINISHED FLOOR MUST 6MM SAFETY GLASS E1 LEVEL Plaster boardBE ceiling: BYLAWS Existing gypsum ceiling and brandering to be removed and replaced by specialist. All necessary servicesTO andCOMPLY access hatches - ALL MATERIALS AND CONSTRUCTION METHODS WITH to be confirmed prior - NO DRAWINGS TO to BEinstallation SCALED of ceilings. Install 9,5mm Rhino plastered ceiling fixed to SABS SA Pine, at MUST 400mmIMMEDIALTY centres in one - ANY DISCREPANCIES ORapproved CONTRADICTIONS BEdirection onto which 9,5mm Taper or Square-edge Rhinoboard is fixed at right angles to the POINTED OUT TO ARCHITECT FOR CORRECTIONS OR branders printed side up PROCEED using, 32mm galvanised clout nails or 32mm EXPLANATIONS BEFORE ANYwith CONSTRUCTION grabber for BY timber, spaced at 150mm centres. - ALL ELECTRICAL WORK TOscrews BE ONE REGISTERED ARTISANS TO All joints to be SABS 0142 (W.O.P.) covered with RhinoTape (double over butt joints) and the ceiling then plastered withEXECUTED a 3- 6mm coat of RhinoLite or PLUMBER CreteStone plaster applied as - PLUMBING SCHEMATIC TO BE BY REGISTERED per manufacturer's instructions. Ceiling to be painted to spec. 45 x 45 coved cornice to architects approval to be installed at all wall ceiling junctions. Cornice options to be submitted to architect for approval prior to order or installation. E2 Plastered concrete slab: Concrete slab to receive 2 coats plaster with a rhinolite final plaster coat by specialist. Ceiling to be painted to spec. 45 x 45 coved cornice to architects approval to be installed at all wall ceiling junctions. a Plastered ceiling sample (all as per the above) of min 2000mm x 2000mm to be prepared for architects approval prior to commencement of any further areas. Area for this sample to be agreed upon on site by client architect and contractor. Cornice options to be submitted to architect for approval prior to order or installation.

LEVELS AND HEIGHTS SHOWN ~ ALL FLOOR LEVELS INDICATED: 0.000 (GROUND STRUCTURAL CONCRETE LEVEL) ~ LEDGE HEIGHTS: LEVEL ~ WORK TOP & SHELF HEIGHTS: WORK TOPS; HEIGHT TO BE DETERMINED ON SITE PRIOR TO INSTALLATION.

ISSUE FOR TENDER

2009-04-23 LO

CLIENT CORNERSTONE CHURCH

ENGINEER GERBRANDT BESUIDENHOUD

ARCHITECT CFA-designstudio

PROJECT

ALTERATIONS AND ADDITIONS to EXISTING AUDITORIUM ON ERF 1879, BEDFORDVIEW EXT. 360 for CORNERSTONE CHURCH. DRAWING TITLE

SITE PLAN & AREA DIAGRAMS

DRAWING STATUS

TENDER DOCUMENTS DRAWN BY

CHECKED BY

PAPER SIZE

A1 SCALE/S

DATE

AS SHOWN DRAWING NO.

REV NO.

019CSTST-TD- 100