TYPE B - buhreinestate.co.zabuhreinestate.co.za/download/townhouses/sterling-grove/sterling... ·...

902000902940230

6490230

090 27

3500 230

EQEQEQEQEQ

3500146062602500

37501372045242

685900915230 2270

2305030

2305500

2301090

1801000

2304520

4640 230 1000

10220 1000

69,78m²

3,12m²

9,22m²

16,22m²

1 500 x 300 mm PRECASTCONCRETE INFILL PANELS.

150 x 150mm PRECAST CONCRETEPOSTS @ 1515mm C/C.

scale 1 : 50BOUNDARY WALL DETAIL

95 195 95 195 95 195

±1,83m

whbwhb

showershower

shower

VENTILATE HEAD OFDRAINAGE RUN

shower

wmssssss

94 601

594488

94 707

TO MUNICIPALCONNECTIONTO MUNICIPALCONNECTION

DRAINAGE SECTIONscale 1 : 100

DISTANCE

COVER LEVEL

INVERT LEVEL

MIN. FALL 1 : 60

94 733

±7,26m

INVERT LEVEL

COVER LEVEL

DISTANCE

94 745

95 195

±0,84m

3,12m²

existing

1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPAL AND NBR REGULATIONS. NO GAP OR OPENING SHALL BE ABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.bic

carpetBEDROOM 2

21 990mm BOUNDARY LINE

whb wc

FFL: 98 045

tilesBALCONY

123456

91011121314

carpetBEDROOM 3

FFL: 98 170

carpet

MAIN BEDROOM

tilesEN-SUITE

tilesBATHR

W9W10W11

geyser

trapdoor

ROOF:PITCH 1 DEGREE "KLIPLOK" ROOF SHEETING ON 50 x 228mm PAR HARDWOOD TIMBER PURLIN @ MAX. 1250mm ON 50 x 228mm PAR HARDWOOD TIMBER BEAM FIXED TO TIMBER AND STEEL POST.

scale 1 : 100

FIRST STOREY PLAN

1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.

6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.

12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.

L2016144

drw no.

job no.

AS SHOWN@ A1

drawing title

project

revision/issueno. date

architect

CONTRACTOR

COUNCIL DRAWINGS:

GROUND STOREY PLAN/SITE PLAN, FIRST STOREY PLAN,

ELEVATIONS, DRAINAGE SECTION,PERGOLA ELEVATION,

BOUNDARY WALL DETAIL

Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925

Email. leroux@bassonarchitects.co.zaTel. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449

IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER

H. LE ROUX BASSONNDIP ARCH(CAPE TECH)

B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135

ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010

ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.

ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.

CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS

REGULATIONS AND REQUIREMENTS OF ALL RELEVANTAUTHORITIES TO BE ADHERED TO.CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELSON SITE BEFORE COMMENCING WITH WORK.FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TOSCALED MEASUREMENTS.ALL STRUCTURAL DESIGN TO BE THE RESPONSIBILITYOF A PROFESSIONAL ENGINEER.COPYRIGHT RESERVED.

GENERAL NOTES

C/LC/LC/LC/LC/L

152mm x 152mm x 6mm HOT DIPPEDGALVANIZED MILD STEEL BASEPLATE, FIXED TO CONCRETE WITH 4 x M12 BOLTS

scale 1 : 50

TYPICAL PERGOLA FRONT ELEVATION

50mm x 152mm GALVANIZEDSTEEL SQUARE TUBE SPACER

50mm X 152mm PAR HARDWOODTIMBER MEMBER

50mm x 152mmGALVANIZEDSTEEL SQUARE TUBING WELDED TO 152 x 152 x6mm BASEPLATE

1 800mm PRECAST CONCRETEBOUNDARY WALL.

CONCRETEPADFOUNDATION

TO MUNICIPALCONNECTION

152 x 50mm PARMERANTI MEMBERS@ MAX, 600mm C/C

MERANTITIMBER & STEELPERGOLA POST

scale 1 : 100

GROUND STOREY PLAN/SITE PLAN

scale 1 : 100SOUTH WEST ELEVATIONNORTH WEST ELEVATION

scale 1 : 100

DRAINAGE NOTES

ALL DRAINAGE TO BE IN ACCORDANCEWITH MUNICIPAL REGULATIONS.ALL UNDERGROUND PIPES TO BE 110mmDIAMETER P.V.C. PIPES.ANY DRAINAGE PIPE THAT RUNSBENEATH A CONCRETE SLAB TO BEENCASED IN 100mm CLEAN SANDSURROUND.ALL VENT PIPES & WASTEPIPES TO BE 50mm DIAMETER.

MOVEMENT JOINT NOTES:

CONTRACTOR TO ALLOW FOR MOVEMENT JOINTSIN FLOOR SLABS & WALLS WHERE DEAMEDNECESSARY.JOINTS TO BE SEALED WITH"JOINTEX"

HOT WATERSERVICES NOTES:

-A MIN. OF 50% OF WATER HEATING REQUIREMENTS TO BE PROVIDED BY RENEWABLE MEANS.-SOLAR WATER HEATING SYSTEM SHALL COMPLY WITH SANS 1307 & SANS 10106-THERMAL PERFORMANCE TO BE DETERMINED IN ACCORDANCE WITH SANS 6211-1 & SANS 6211-2.-SOLAR WATER HEATING SYSTEM INSTALLATION TO COMPLY WITH SANS 10254-HOT WATER CYLINDER TO RECEIVE 50mm THICK, NON-COMBUSTIBLE, LIGHTWEIGHT GLASSWOOL "ISOVER - GEYSER BLANKET". SEAL EDGES WITH DUCT TAPE. APPLY 2m OF 20mm THICK "SNAP-ON PIPE" INSULATION ON THE INCOMING COLD WATER PIPES.-ALL EXPOSED PIPES TO & FROM HOT WATER CYLINDER TO BE INSULATED WITH RIGID NON- COMBUSTIBLE LIGHTWEIGHT "ISOVER - GEYSER PIPE INSULATION" GLASSWOOL INSULATION WITH A WALL THICKNESS OF 35mm. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DETAIL AND SPECIFICATIONS.

BUILDING LINES (BACK) N/A

FLOOR FACTOR 0,757

FOOTPRINT

proposed

COVERAGE

TOTALDESCRIPTION

THE BUILDING: TYPE B

1MAX. FLOOR FACTOR

N/AMAX. FLOOR SPACE

N/ABUILDING LINES (STREET)

MAX. HEIGHT (ROOF)

8 000mmMAX. HEIGHT (WALLPLATE)

10 000mm

BUILDING LINES (COMMON)

ERF AREA

THE SITE

AREAS SCHEDULE: TYPE B

SERVITUDES

ZONING

204m²

"S" = SAFETY GLASS"O" = OPAQUE GLASS

ALL GLASS AREASLARGER THAN 1m²OR LESS THAN 500mmFROM FLOOR LEVELTO RECIEVE SAFETYGLAZING INACCORDANCE WITHSANS 10400-N:2011.

GLASS THICKNESS:AS PER SANS10400-N:2011,4.2, TABLE 1

DOORS & WINDOWS:6mm TOUGHENEDSAFETY GLASS

REFER TO "ANNEXUREA" FOR FENESTRATIONCALCULATIONS

FENESTRATIONNOTES:

8 000mm WALLPLATE HEIGHT RESTICTION

200 x 600MASS CONCRETESTRIP FOUNDATION

8 000mm WALLPLATE HEIGHT RESTICTION

SOUTH EAST ELEVATIONscale 1 : 100

1000mm HIGH BALUSTRADETO COMPLY WITH MUNICIPALAND NBR REGULATIONS. NOGAP OR OPENING SHALL BEABLE TO LET THROUGH ABALL OF NOT LESS THAN100mmø, AT ANY GIVENPOSITION OR POINT.

1800mm HIGH, 140mmTHICK CONCRETEBLOCKWORK WALL

BRICK WORK. SMOOTHPLASTERED & PAINTEDPLASCON PAINTFINISH ACCORDING TOMANUFACTURERSSPECIFICATION ORAPPROVED SIMILAR.COLOUR TO ARCHITECT'SSPECIFICATIONS.

CHIMNEY TO COMPLY WITH ALLRULES & REGULATIONS AS PERIN SANS 10400-V:2010 4.3ROOF TIMBERS TO STOP A MIN.OF 200mm AWAY FROM INSIDEWALL OF CHIMNEY.

15mm PLASTERDETAIL TOARCHITECT'SSPECIFICATION

EVACUATED TUBE COLLECTOR ACCORDINGTO SPECIALISTS SPECIFICATIONS

228 x 50mm PARMERANTI BEARER

GUESTWC

FOYERtiles

granolithicscreed

GARAGE

CARPORTpaving

KITCHENtiles

tilesLOUNGE

sinkstove

FFL: 95 450

FFL: 95 275

2400 x

ERFIRE WALL TO

U/S OF SLAB

CLASS EFIRE DOOR (30min)

TO SANS 1253

W3W4W5

STAIRS:RISERS: 194mmTREADS: 250mm

1800mm HIGH, PRECAST CONCRETE WALL

ADJACENT

56,08m²

9,22m²145,2m 2

103,16m

50,57%

ERF 907

re 1re 2

ERF 906

ERF 907

UNIT 78

UNIT 77

ADJACENTERF 898

123456

91011121314

1800mm HIGH, PRECAST CONCRETEWALL

tilesDINING

paving

FIBRE CEMENTCLADDING

PLATFRO

M LEVEL

95 195

BALCONY

GROUND STOREY

FIRST STOREY

9,22m²

CARPORT

56,08m²

69,78m²

154,42m²

16,22m²

EXISTING

EXISTINGEXISTING

EXISTING

RIDER PLAN FOR MSP DEVELOPMENTS

KRAAIFONTEIN

LEGEND

NEW BUILDING WORK

EXISTING WORK

DEMOLISHED

FEB 2018

NEWCOVERED

COVERED PATIO

FFL: 95 450

"S" "S"

TYPE B

900860

900 2700

F.F.L.

ACCORDING TO WINDOW MANUFACTURERS SPEC

EPOXY COATED ALUMINIUM FINISHTO SABS SPEC. COLOUR TOARCHITECT'S SPECIFICATIONS

6mm CLEAR FLOAT GLASS

F.F.L.

W1, W2, W9

600 X 900mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.

OTHERS

WINDOW TYPE

WINDOWSCHEDULE

QUANTITY

WINDOW POSITION No.

BURGLAR BARS

IRONMONGERY

WINDOW FINISH

DESCRIPTION / CAT No.

GLAZING

TYPE A

EXISTING

1. THE CONTRACTOR MUST ESTABLISH THE POSITIONS OF BOUNDARY PEGS,EXISTING STRUCTURES & OBSTRUCTIONS BEFORE ANY WORK COMMENCES. 2. ANY EXCAVATION FOR ANY FOUNDATION MUST BE DONE UNTIL STABLE NATURAL GROUND IS REACHED AND NOT IN FILLED GROUND. 3. WHERE A FOUNDATION WALL IS HIGHER THAN 1 500mm A RETAINING WALL ACCORDING TO ENGINEERS SPECIFICATION MUST BE CONSTRUCTED. 4. FLOORSLABS TO BE CAST A MINIMUM OF 170mm (2 BRICK COURSES) ABOVE NATURAL GROUND LEVEL. 5. PREFABRICATED CONCRETE LINTOLS TO BE BUILT IN OVER ALL OPENINGS.LINTOLS MUST HAVE BEARING DISTANCE OF MINIMUM 225mm AT BOTH SIDES.

6. ALL WALLS TO HAVE "Brick-Force" AT EVERY 5TH COURSE.CAVITY WALLS TO HAVE MINIMUM OF 5 X WIRE TIES PER SQ/M. 7. "Brick-Force" FOR MINIMUM 4 BRICK COURSES ABOVE LINTOL HEIGHT. 8. ALL CARE MUST BE TAKEN TO KEEP CAVITIES CLEAN FROM DPC LEVEL TO EAVES LEVEL. 9. BEAM FILLING TO UNDERSIDE OF ROOF COVER. 10. ROOF OVERHANG : 300mm 11. ANY PERCEIVED INDISTINCTNESS OR CONTRADICTION IN THE DOCUMENTS MUST IMMIDIATELY BE CLEARED WITH THE ARCHITECT.

12. ALL GUTTERS AND DOWNPIPES TO BE ALLUMINIUMAND TO BE INSTALLED AS MANUFACTURER'S SPECIFICATION.

RIDER PLAN FOR MSP DEVELOPMENTS

KRAAIFONTEIN

L2016144

drw no.

job no.

AS SHOWN@ A1

drawing title

project

revision/issueno. date

architect

CONTRACTOR

COUNCIL DRAWINGS:

SECTION A-A,SECTION B-B,SCHEDULES

Old Castle Brewery Unit 005 6 Beach Road Woodstock 7925

Email. leroux@bassonarchitects.co.zaTel. 021 447 1125Fax. 021 447 7347Cell. 082 823 1449

IN ASSOCIATION WITH WILHELM MARTIN BASSON ARCHITECTS cc.WORCESTER

H. LE ROUX BASSONNDIP ARCH(CAPE TECH)

B.BUILD(UPE) B.ARCH(UPE)SACAP REG. NO. 6 135

ALL WORK TO BE DONE IN ACCORDANCE WITH THENATIONAL BUILDING REGULATIONS (SOUTH AFRICANCODE OF PRACTICE) AND BUILDING STANDARDS ACT,ACT SABS 10400:2010

ALL SPECIFICATIONS ETC. TO BE IN ACCORDANCEWITH MODEL PREAMBLES FOR TRADES AS PUBLISHEDBY THE ASSOCIATION OF SOUTH-AFRICAN QUANTITYSURVEYORS.

ALL MATERIALS ETC. TO BE FITTED IN STRICTACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.

CONTRACTOR TO ALLOW FOR ARCHITECTS BOARD ALL ELECTRICAL WIRES IN WALLS, FLOORS ANDCONCRETE CEILINGS TO RUN IN SABS APPROVED CONDUITS

REGULATIONS AND REQUIREMENTS OF ALL RELEVANTAUTHORITIES TO BE ADHERED TO.CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELSON SITE BEFORE COMMENCING WITH WORK.FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TOSCALED MEASUREMENTS.ALL STRUCTURAL DESIGN TO BE THE RESPONSIBILITYOF A PROFESSIONAL ENGINEER.COPYRIGHT RESERVED.

GENERAL NOTES

TYPICAL SOFFIT DETAILscale 1 : 50

FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OF TRUSS.PAINTEDAND FINISHED WITH QUARTER ROUND.

scale 1 : 50

SECTION B - B

SECTION A - Ascale 1 : 50

ROOF:PITCH 25 DEGREE0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATED PROFILE ROOF SHEETINGON "ALUCUSHION BUBBLEFOIL FR DOUBLE-SIDED" ON 76 x 50mm SAP PURLINS @ MAX.600mm ON PREFABRICATED TRUSSES BY GANGNAIL OR APPROVED SIMILAR @ MAX.600mm C/C ON 114 X 38mm SAP WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY30 X 1,6mm THICK GALVANIZED HOOP IRON. HOOP IRON TO BE TIED BACK INTO WALLSTO MINIMUM DEPTH OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALL PLATES &RAFTERS AND TO BE NAILED DOWN AT BOTH ENDS. 100 X 75mm SEAMLESS ALUMINIUMGUTTERS WITH ALUMINIUM DOWNPIPES, 225 X 15mm PLAIN HIGH DENSITY FIBRE-CEMENTFACIA PAINTED & FIXED TO ROOF CONSTRUCTION ACCORDING TO MANUFACTURER'SSPECIFICATIONS.

EXISTINGMASS CONCRETE

STRIP FOUNDATION

REINFORCED CONCRETESTAIRCASE TO ENGINEER'SSPECIFICATIONS

FIRE WALL TO U/SOF ROOF COVERING

STEPPED DPC WEEPHOLESAT EVERY 4TH MORTARJOINT. MIN. 150mm ABOVE NGL.

STEPPED DPC WEEPHOLESAT EVERY 4TH MORTARJOINT.

FFL: 98 170

FFL: 95 450

KITCHEN

PC REINFORCEDCONCRETE LINTOL

FFL: 95 450

FFL: 98 170

GARAGEDININGROOM

BEDROOM 2

STEPPED DPC WEEPHOLES ATEVERY 4TH MORTAR JOINT ABOVE OPENINGS.

6,4mm THICK SKIMMED "RHINO BOARD" CEILING ON 38 X 38mm SAP BRANDERINGAT MAX. 400mm C/C, SPANNING IN ONE DIRECTION ONLY. CEILING FIXED TOBRADERING USING 38mm GALVANISED SEMI-CLOUT NAILS AT 150mm C/C.ALL NAILS TO BE PUNCHED IN & STOPPED WITH ONE COAT OF ENAMEL PAINT& SANDED DOWN WHEN DRY. APPLY A UNIVERSAL UNDERCOAT OVER METAL COVERSTRIPSFOLLOWED BY A GOOD QUALITY PVA EMULSION BASED PAINT & FINAL COAT.100mm "ISOTHERM - 11.5kg/m3" THERMAL INSULATION LAID ONTOP OF CEILING.

ROOF:PITCH 25 DEGREE 0,47mm ALUMINIUM-ZINK "SAFINTRA - CLASSICORR" CORRUGATEDPROFILE ROOF SHEETING ON "ALUCUSHION BUBBLEFOIL FR DOUBLE-SIDED" ON 76 x 50mm SAP PURLINS @ MAX.600mm ON PREFABRICATED TRUSSES BY GANGNAIL OR APPROVED SIMILAR @ MAX. 600mm C/C ON 114 X 38mm SAP WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY 30 X 1,6mm THICK GALVANIZED HOOPIRON. HOOP IRON TO BE TIED BACK INTO WALLS TO MINIMUM DEPTH OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALL PLATES & RAFTERS AND TO BE NAILED DOWN AT BOTH ENDS. 100 X 75mm SEAMLESS ALUMINIUM GUTTERS WITH ALUMINIUM DOWNPIPES, 225 X 15mm PLAIN HIGH DENSITY FIBRE-CEMENT FACIAPAINTED & FIXED TO ROOF CONSTRUCTION ACCORDING TO MANUFACTURER'SSPECIFICATIONS.

BEDROOM 3

BALCONY

6,4mm THICK SKIMMED "RHINO BOARD" CEILING ON 38 X 38mm SAP BRANDERINGAT MAX. 400mm C/C, SPANNING IN ONE DIRECTION ONLY. CEILING FIXED TOBRADERING USING 38mm GALVANISED SEMI-CLOUT NAILS AT 150mm C/C.ALL NAILS TO BE PUNCHED IN & STOPPED WITH ONE COAT OF ENAMEL PAINT& SANDED DOWN WHEN DRY. APPLY A UNIVERSAL UNDERCOAT OVER METAL COVERSTRIPS FOLLOWED BY A GOOD QUALITY PVA EMULSION BASED PAINT & FINAL COAT.100mm "ISOTHERM - 11.5kg/m3" THERMAL INSULATION LAID ONTOP OF CEILING.

25mPA 600 x 200mmMASS CONCRETE

STRIP FOUNDATION

900 x 1 200mm ALUMINIUMTOP-HUNG WINDOW TO MEET"AAAMSA" SPECIFICATIONS.

TYPE F

NEWCOVERED

DINING

EXISTING CONCRETE SLAB

FFL: 95 275

FIBRE CEMENT SOFFIT NAILED TO UNDERSIDE OFTRUSS.PAINTED AND FINISHED WITH QUARTER ROUND.

"S""S"

F.F.L.F.F.L.

F.F.L.

ACCORDING TO MANUFACTURERSSPECIFICATION

EPOXY COATED ALUMINIUM FINISH TO SABS SPEC.COLOUR TO ARCHITECT'S SPECIFICATIONS

2 400 x 2 100mm ALUMINIUMSLIDING DOOR TO MEET "AAAMSA"SPECIFICATIONS.

6mm TOUGHENED SAFETY GLASS

MERANTI DOOR FRAME WITH CILLAS PER MANUFACTURER'S SPECIFICATION.

PLASCON VELVAGLO PAINTFINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.

813 x 2 032 mm FL & B FLATBACKMERANTI DOOR WITH 860 x 2100mmWITH PROJECT OUT SIDE LIGHT TO MEET "AAAMSA" SPECIFICATION.

EPOXY COATED ALUMINIUM FINISH TO SABS SPEC. COLOUR TO ACHITECT'S SPECIFICATIONS

ACCORDING TO MANUFACTURERS SPECIFICATION

2 400 x 2 100mm ZINCALUMESECTIONAL OVERHEAD GARAGE DOOR.

ACCORDING TO DOOR MANUFACTURER'S SPECIFICATION.

IRONMONGERY

BURGLAR BARS

DOOR POSITION No.

QUANTITY

DOORSCHEDULE

DOOR TYPE

FINISH

GLAZING

TYPE A

ACCORDING TO ARCHITECT'S SPECIFICATION

TYPE B

TYPE C

ALLOW P.C. SUM OF R500

F.F.L.F.F.L.F.F.L.F.F.L.

F.F.L.

"S" "S"

F.F.L.F.F.L.

2 700 X 600mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.

W6, W12, W13

1 200 X 1 500mm TOP-HUNG ALUMINIUM WINDOWTO MEET "AAAMSA" SPECIFICATION.

W4, W5, W7

600 X 1 800mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.

W3, W8, W10

900 X 900mm ALUMINIUM PROJECTED OUT WINDOW TO MEET "AAAMSA" SPECIFICATION.

GLAZING

WINDOW FINISH

IRONMONGERY

BURGLAR BARS

WINDOW POSITION No.

QUANTITY

WINDOWSCHEDULE

WINDOW TYPE

OTHERS

D5, D7, D8, D9, D10, D11

45 x 90mm REBATED HARDWOOD FRAME (NO SILL) ACCORDING TO MANUFACTURER'S SPECIFICATION.

913 x 2 100 mm HOLLOW CORE VENEERED DOOR

ACCORDING TO MANUFACTURERSSPECIFICATION

EPOXY COATED ALUMINIUM FINISH TO SABS SPEC. COLOUR TO ARCHITECT'S SPECIFICATIONS

2 100 x 2100mm ALUMINIUMSTACKING DOOR TO MEET "AAAMSA" SPECIFICATIONS.

HOT DIPPED GALVANIZED PRESSED STEEL DOOR FRAME WITHOUT CILL.

PLASCON PAINT FINISH ACCORDINGTO MANUFACTURERS SPECIFICATIONOR APPROVED SIMILAR.

813 x 2032mm MASONITE DOOR WITH ONE HOUR FIRE RATING

GLAZING

FINISH

DOOR TYPE

DOORSCHEDULE

QUANTITY

DOOR POSITION No.

BURGLAR BARS

IRONMONGERY

TYPE E

TYPE DTYPE CTYPE B

ALLOW P.C. SUM OF R500

TYPE E

TYPE D

TYPE F

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB

EXISTING CONCRETE SLABEXISTING CONCRETE SLAB

STRIP FOUNDATION

STRIP FOUNDATION EXISTINGMASS CONCRETE

STRIP FOUNDATION

EXISTING

EXISTING EXISTING

EXISTING

EXISTINGEXISTING

EXISTING

FFL: 95 450

FEB 2018

ROOF: PITCH 3 DEGREE "KLIPLOK" ROOF SHEETING ON "ALUCUSHION BUBBLEFOIL FRDOUBLE-SIDED" ON 75 x 50mm SAP PURLINS @ MAX. 600mm ON 114 x 38mm SAP

WALLPLATES. WALLPLATES TO BE ANCHORED DOWN BY 30 x 1,6mm THICK GALVANIZED HOOP IRON. HOOP IRON TO BE TIED BACK INTO WALLS TO MIN. DEPTH

OF 600mm. HOOP IRON TO BE FOLDED UP & OVER WALLPLATES & RAFTERS AND TO BENAILED DOWN AT BOTH ENDS. 100 x 75mm SEAMLESS ALUMINIUM GUTTERS WITH UPVC DOWNPIPES.

225 x 15mm PLAIN HIGH DENSITY FIBRE-CEMENT FASCIA PAINTED & FIXED TO ROOF CONSTRUCTIONACCORDING TO MANUFACTURER'S SPECIFICATIONS.

� � � � � � � � � � � � � TYPE B

TYPE B - buhreinestate.co.zabuhreinestate.co.za/download/townhouses/sterling-grove/sterling... ·...

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