Architecture by Ziani

FINISHES KEY LEGEND (continued)

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.

+11,220 3 ROOF SLAB T.O.C

WPC screen

BAL: see notes

I I1

+7,480 2 SECOND FLOOR SLAB T.O.C

I2 G1 glass curtain wall to engineers design, by specialist: G1 D5

+3,740 1 FIRST FLOOR SLAB T.O.C

BAL: see notes

beam: C1 WPC screen

G1 BAL: see notes

BAL: see notes

LEGEND

G1 WPC screen

BAL: see notes BAL: see notes

C10

±0 0 GROUND FLOOR T.O.C

WPC screen

TERRACE A1

beam: C1 WPC screen

WPC screen WPC screen

spiral stair: C1 A2

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.

BAL: see notes

C10

AC AP BO B BAL

OVP

CC CPD DPC DPM EXF EJ

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

(PC) allowed for (PS)

FFL

level

-3,740 -1 BASEMENT T.O.C

DPC NGL

north elevation

NOTES

scale 1:100

FFL

SWS UFFL

FL G HR IE L LO MH MX NGL

level

material

WPC screen RL

WPC screen

+11,220 3 ROOF SLAB T.O.C

OVP

BAL: see notes

+7,480 2 SECOND FLOOR SLAB T.O.C

BAL: see notes

BAL: see notes D5

BAL: see notes

WP WHB

BATH

+3,740 1 FIRST FLOOR SLAB T.O.C

SH H1

SP D6

WP G1 SS

±0 0 GROUND FLOOR T.O.C

DPC NGL

RE D6

-3,740 -1 BASEMENT T.O.C B1

east elevation scale 1:100

WP H1

C12

C11

C10

DPC NGL

B1 C7

IE RE

A2 B1

GSEducationalVersion

100mm Upvc SP exposed & suspended from basement ceiling to fall min 1:40 to municipal sewer connection

48 m² 144 m² 192 m² 000 m²

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

000 m² 000 m² 000 m²

existing coverage: additional coverage: TOTAL COVERAGE:

00 % 00 % 00 %

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

000 m² 000 m² 000 m²

existing FAR: additional FAR: TOTAL FAR:

00.0 00.00 00.00

~ ~ ~

64 m²

SITE: ~ SITE AREA:

~ ~ ~

~ 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,

FINISHES KEY LEGEND

WHB

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

GENERAL NOTES

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

WC WPC

ADDITIONS: ~ ADDITIONAL AREA:

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

BAPTISM POND ~ BAPTISM POND TO COMPLY WITH SABS 0139 ~ DISCHARGE OF POOL AND JACUZZI NOT INTO DRAINAGE SYSTEM

UFFL

UFL VV WP

AREAS:

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

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. B. FOUNDATIONS: B1 Structure to engineer: Refer to structural engineers' detail foundation drawings / specification for size and depth of footings, piles, retaining walls, columns and beams. Were waterproofing and tanking required; refer to engineers' spec. waterproofing 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 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. B3 Waterproofing (general): Waterproofing by specialist C FLOORS: C1 Structure by engineer: Structural slabs, floors & supporting beams, to engineers specification & drawings. 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 architect. This work to be carried out in strict accordance with manufacturer specifications and data sheets. a Cured and sealed sample of 2000mm x 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 tiled skirting all round. (tile to match floor tile). (refer to PC allowed for floor tiles). C3 Concrete surface bed: Concrete surface bed (min 85mm) on 250 micron Tarcon Damp Proof Membrane (DPM). Surface bed to be cast on min. 150mm good, clean hard core consolidated fill treated with ant poison according to SABS 024. (certificate to be presented to client and issued at end of contract). Hard core fill to be compacted in layers to not exceeding 150mm (to engineers specification). C4 Carpet tiles: Carpet tiles to later specification and architects approval laid on min 35mm screed. Joints in carpet to be 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) C5 Paving reinstated: Existing paving to be removed to clear area for construction and material storage. Paving to be re-instated afterwards. Ensure that no paving, temporeraly removed or areas leading to construction area, are protected and not damaged during construction. Confirm with Client where to store extra over stock on property. D WALLS D1 Clay face brick wall: Clay face brick with joints to match existing. Bonding to be stretcher bond to match 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 new and existing work to be consistent in colour and finish. Selections to be approved by architect prior to order. Contractor to take care to keep bricks clean during construction. a Cured and finished wall sample (all as per the above) of 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. D2 Smooth plaster & paint: Flush jointed clay stock bricks to receive two coats smooth plaster finish. a Cured and finished plaster wall sample (all as per the above) of 2000mm x 2000mm to be prepared for architects approval prior to commencement of any further areas. Plaster to receive paint to specification. Area for this sample to be agreed upon on site by client architect and contractor. Preparation of raw surfaces and application of products as per manufacturer's specification and data sheets. Colour: to be approved on site. 4 x 2000mm x 2000mm colour samples will be called for final selection and approval of paint. D3 Wall tiles: Full height wall tiles to specification and layout drawings provided by architect. (refer to PC allowed for wall tiles) D4 Face brick on edge wall copings: Face brick on edge wall coping (to match D1), with built in DPC below with water repellent admixture to mortar (sika product) to architects approval of sample on site. Top of wall coping to be sealed by specialist to architects approval. Waterproofing guarantee to be submitted to client at completion of project. D5 Removable wpc duct-board: Removable wpc (wood plastic composite material) horisontal decking access panel fixed to drainage duct to architects specification and details. (refer to PS allowed for duct cover) E CEILINGS E1 Plaster board ceiling: Existing gypsum ceiling and brandering to be removed and replaced by specialist. All necessary services and access hatches to be confirmed prior to installation of ceilings. Install 9,5mm Rhino plastered ceiling fixed to SABS approved SA Pine, at 400mm centres in one direction onto which 9,5mm Taper or Square-edge Rhinoboard is fixed at right angles to the branders with printed side up using, 32mm galvanised clout nails or 32mm grabber screws for timber, spaced at 150mm centres. All joints to be covered with RhinoTape (double over butt joints) and the ceiling then plastered with a 3- 6mm coat of RhinoLite or CreteStone plaster applied as 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

NORTH AND EAST ELEVATIONS

DRAWING STATUS

TENDER DOCUMENTS DRAWN BY

CHECKED BY

PAPER SIZE

A1 SCALE/S

DATE

AS SHOWN DRAWING NO.

REV NO.

019CSTST-TD- 301