Technical Portfolio - 2022 by Graeme Noeth

GRAEME NOETH TECHNICAL W O R K S A M P L E

T ECHNI CALWORKSAMPLE t : +1 647 915 6375

2022 | CANADA

e: graemenoeth@outlook.com

t :027810192829

e:gr aeme. noet h@gmai l . com

s kype:gr aeme. noet h

|SOUT H AFRI CA

Montgomery Sisam Architects Inc. 75mm X 75mm STEEL ANGLE BOTH SIDES TO SUPPORT PRECAST CAP

197 Spadina Avenue, Toronto, Ontario M5T 2C8 montgomerysisam.com Tel 416.364.8079 Fax 416.364.7723

PRESSURE-TREATED WOOD BLOCKING AS REQUIRED PRECAST CONCRETE CAP SLOPE

SLOPE

WS.2A

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

INSECT SCREEN

J TRIM AND CONT. BEAD OF SEALANT ALL AROUND DOOR FRAME

LINE OF THRESHOLD BELOW DRIP EDGE

CONT. BACKER ROD AND SEALANT MINERAL WOOL BATT INSULATION IN DOOR FRAME

LAP TRANSITION MEMBRANE OVER A/V BARRIER

STEEL ANCHOR SUPPORT FOR HM DOOR FRAME AT HEADER

6 CONTINUOUS BACKER ROD AND SEALANT ALL AROUND DOOR FRAME

CONTINUOUS BEED OF SEALANT ALL AROUND DOOR FRAME FILL FRAME W/ MINERAL WOOL BATT INSULATION

AIR / VAPOUR BARRIER

LINE OF S.S. CLOSER PLATE BEYOND

INSULATED HOLLOW METAL DOOR

TRANSITION MEMBRANE

CONT. CAULKING BEAD

THROUGH-WALL FLASHING MEMBRANE ON PROFILED PREFINSIHED METAL FLASHING SUPPORT

PREFIN. METAL FLASHING W/ DRIP EDGE

LAP AND SEAL AIR / VAPOUR BARRIER OVER THROUGH-WALL FLASHING MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SHINGLE LAP WILL NOT BE ACCEPTED.

LAP AND SEAL TRANSITION MEMBRANE OVER AIR / VAPOUR BARRIER MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SINGLE LAP WILL NOT BE ACCEPTED.

PREFINISHED METAL FLASHING WITH DRIP EDGE. ALOW 8mm MIN CLEAR BETWEEN BACK OF CLADDING AND TOP OF FLASHING. END DAM METAL FLASHINGS AT CORNERS / TERMINATIONS.

SILICONE TROWEL ON AIR AND WATER RESISTIVE BARRIER MEMBRANE AT WOOD BLOCKING.

LAP AND SEAL AIR / VAPOUR BARRIER OVER TRANSITION MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SHINGLE LAPS WILL NOT BE ACCEPTED.

LAP AND SEAL TROWEL ON AIR / WATER RESISTIVE BARRIER OVER AIR / VAPOUR BARRIER BY 50mm MIN. AND TO MEET MANUFACTURER'S REQUIREMENTS.

ALLOW 8mm MIN CLEAR BETWEEN BACK OF CLADDING AND TOP OF FLASHING. END DAM METAL FLASHINGS AT CORNERS / TERMINATIONS.

VAPOUR PERMEABLE AIR / WATER RESISTIVE BARRIER MEMBRANE.

FIBRE CEMENT TRIM BOARD TYPE 4A (SEE ELEVATION NOTES NO.4)

GALVANIZED METAL RIGHT ANGLE SUPPORT BRACKETS WITH HOLDING CAPACITY OF MINIMUM 5 LBS./LF (SUCH AS SIMPSON STRONG TIE A-21) FASTENED WITH GALVANIZED NAILS OR SCREWS. INSTALL AT 406mm O.C. AS PER STONE SILL MANUFACTURER'S INSTALLATION INSTRUCTIONS. USE CONSTRUCTION ADHESIVE TO BOND STONE AT BRACKET LOCATIONS.

150mm PERIMETER DRAINAGE TILE SURROUNDED BY 150mm OF 19mm CLEAR CRUSHED STONE, GEOTEXTILE FABRIC. REFER TO GEOTECHNICAL.

50mm XPS RIGID INSULATION BELOW WEEPING TILE.

WATERPROOFING MEMBRANE UNDER WEEPING TILE. SEAL TO RIGID INSULATION BELOW.

FILL VOID WITH SPRAYED INSULATION

LINE OF STEEL COLUMN IN FOREGROUND; REFER TO STRUCT. DWGS.

INTERNALLY INSULATED GALVANIZED STEEL ENCLOSURE BY MECH.

2450

B.1 CONT. CAULKING BEAD INSULATED HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE

LINE OF S.S. CLOSER PLATE BEYOND

170

LAP AND SEAL TRANSITION MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM OF THE DRAINAGE CAVITY

LAP ROOFING BASE SHEET AND CAP SHEET ONTO STEEL ENCLOSURE BY 152mm

TAPERED PRESSURE TREATED WOOD BLOCKING

PREFINISHED S.S. CLOSER PLATE

DOOR THRESHOLD 170mm x DOOR WIDTH HEAVY GAUGE STEEL CLOSER PLATE

TAPERED PRESSURE TREATED WOOD BLOCKING

2% % MIN.

123123 PLAN DETAIL - TYP. EXTERIOR HM DOOR JAMB A9.03 LEVEL 1 50

LEVEL 1

1:5

100

LAP ROOFING BASE SHEET AND CAP SHEET ONTO STEEL ENCLOSURE BY 152mm

WS.3

VARIES REFER TO CIVIL DWGS

8 A9.02

PREFIN. METAL FLASHING W/ DRIP EDGE

CONT. BACKER ROD AND SEALANT

Sim

DETAIL KEYNOTES:

COLOUR TO MATCH METAL SIDING

SEALANT WF.1

CONCRETE SIDE WALK

150mm WIDE x 600mm HIGH CONCRETE CURBS AT ROOFTOP MECHANICAL DUCT OPENINGS

CONCRETE SIDE WALK

CONCRETE SIDEWALK (REFER TO CIVIL DWGS)

5 CRUSHED STONE BED. REFER TO LANDSCAPE DRAWINGS

CRUSHED STONE BED. REFER TO LANDSCAPE DRAWINGS

WRAP ROOFING VAPOUR BARRIER UP CURB

3 6

RW.1

INSECT SCREEN.

A9.03

RW.1

PREFIN. ALUMINIUM SOFFIT.

SECTION DETAIL: MAIN ENTRY SIGNAGE WALL

WRAP ROOFING VAPOUR BARRIER UP CURB

3 A9.03

1:5

SECTION DETAIL: TYP. HM DOOR FRAME @ CEMENTITIOUS SIDING 1:5

WIDTH VARIES. REFER TO FLOOR PLANS.

MTL 2450

PROVIDE 25mm GAP IN STARTER STRIP @ 600mm O.C.

GWB 2450

GALVANIZED 'J' STOP

DOOR OPERATOR F.4

WS.3

CACF SR1012

100mm VERTICAL FIBRE GLASS CLIP FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

F.4

WS.3

LINE OF THRESHOLD BELOW

LEVEL 5 - ROOF AND MPH

PRESSURE-TREATED WOOD BLOCKING AS REQUIRED ON STEEL ANGLE FASTENED TO ROOF CURB

13100

LINE OF STONE RETURN BEYOND

STEEL ANCHOR SUPPORT FOR ALUMINIUM DOOR FRAME AT HEADER

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

ASSEMBLY - AIR/VAPOUR BARRIER - 13mm GLASS MAT EXTERIOR SHEATHING BOARD - 152mm ENGINEERED METAL STUDS C/W MINERAL WOOL BATT INSULATION - 2 LAYERS OF 19mm FIRE-RETARDANT TREATED EXTERIOR GRADE PLYWOOD SHEATHING - ROOF VAPOUR RETARDER

MORTAR NET CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME CONTINUOUS 'J' TRIM AND BEAD OF SEALANT AT GWBBB ALL AROUND DOOR FRAME

DSR 1012

139

INSECT SCREEN 10

Sim 123123 A9.03

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

25mm THERMAL BREAK BY STRUCTURAL STUD TRADE TYP.

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

FILL VOID WITH SPRAYED INSULATION LINE OF WALL INSIDE

B.1

LAP AND SEAL A/V BARRIER MEMBRANE OVER ROOF VAPOUR RETARDER BY 150mm MIN.

LAP & SEAL AIR/VAPOUR BARRIER. 50

ALUM. DOOR (REFER TO DOOR SCHEDULE)

E-DP 1010

HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE

EDGE OF SLAB BELOW; REFER TO STRUCT. DWGS.

PREFINISHED S.S. CLOSER PLATE

7 A9.03

WS-01 (MAIN ENTRY VEST. - OVERHANG)

A9.03

SECTION DETAIL - TYP. PARAPET AT ROOF SHAFT ENCLOSURE

2 A9.03

1:5

SECTION DETAIL: PARAPET AT FIREPLACE LOUNGE 1:5

1:5

3120

INSIDE

OUTSIDE

LINE OF WALL INSIDE

WS.1

STONE WALL BEYOND

ALUM. DOOR (REFER TO DOOR SCHEDULE)

BARRIER-FREE DOOR THRESHOLD

PORCELAIN TILE

JOINT FILLER BY STRUCT.

WS.3A

FW.1 j h

j h

2% MIN SLOPE STRUCTURAL COLUMN. REFER TO STRUCT. DWGS.

CARRY MODIFIED BITUMINOUS ROOFING ASSEMBLY OVER WOOD BLOCKING AND UP SHEATHING

CONCRETE SIDEWALK (REFER TO LANDSCAPE )

2-PLY MODIFIED BITUMINOUS ROOFING ASSEMBLY

EDGE OF CONCRETE FOUNDATION BELOW; REFER TO STRUCT. DWGS.

2% SLOPE MIN. 13

203mm WIND LOAD-BEARING LIGHTWEIGHT STEEL FRAMING (METAL STUD) @ 406mm O.C.

LEVEL 1

HSS OUTRIGGERS BEYOND WRAPPED W/ 50mm SEMI-RIGID MINERAL WOOL INSULATION (REFER TO STRUCTURAL DWGS)

COLOUR TBD

19mm FIRE-RETARDANT PRESSURE-TREATED PLYWOOD W/ PRESSURE-TREATED WOOD SHIMS TO ACHIEVE SLOPE 19mm PLYWOOD DECKING 2% SLOPE MIN.

14 G.A. GALVANIZED CORNER PLATE ANCHORED TO VERTICAL ZGIRTS BY MISCELLANEOUS METALS

20 WF.2B

RADIANT CEILING PANEL. REFER TO MECH. DWGS.

9 A9.03

PLAN DETAIL: MAIN ENTRY SIGNAGE WALL

6 A9.03

1:5

WS-01 (MAIN ENTRY VEST. - THRESHOLD ) 1:5

WS.3

139

SPRAY APPLIED FIRE RESISTIVE MATERIAL

LINE OF SLAB EDGE BELOW

STRUCTURAL COLUMN - REFER TO STRUCT. DWGS

F.4

PREFIN. STAINLESS STEEL CLOSER PLATE

PREFIN. STAINLESS STEEL CLOSER PLATE F.4

EXTERIOR GRADE BLOCKING

9 A9.01

VESTIBULE P1010

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

ASSEMBLY - 100mm SEMI-RIGID MINERAL WOOL WALL INSULATION - AIR/VAPOUR BARRIER - 13mm GLASS MAT EXTERIOR SHEATHING BOARD - HSS OUTRIGGER (REFER TO STRUCT. DWGS)

Sim X.2

76mm HORIZONTAL FIBREGLASS CLIP

EXTERIOR GRADE BLOCKING

800

C:\Users\gnoeth\Documents\MSA_EC Stittsville_R2019_C_gnoeth2XV27.rvt

COLOUR TO BE PROVIDED BY ARCHITECT

HSS OUTRIGGERS BETWEEN OUTRIGGERS WRAPPED W/ 50mm SEMIRIGID MINERAL WOOL INSULATION (REFER TO STRUCTURAL DWGS)

EXTERIOR GRADE WOOD BLOCKING

PREFIN. ALUMINUM CLOSURE SECURED TO PRESSURE-TREATED WOOD BLOCKING FASTENED TO FIBREGLASS CLIPS; CLOSURE COLOUR TO MATCH SOFFIT

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

5 5

WS.3

A9.03

1:5

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

LINE OF SLAB EDGE BELOW

LAP AND SEAL TRANSITION MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM OF THE DRAINAGE CAVITY

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF CLOSER PLATE

PLAN DETAIL - AD - ENTRANCE VESTIBULE JAMB DETAIL

6 WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1 AW1 j h

2021-04-19 9:25:35 AM

PREFIN. ALUMINUM VENTED SOFFIT ON CARRYING CHANNELS. COLOUR TO BE PROVIDED BY ARCHITECT

LINE OF SLAB EDGE BELOW

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

7 CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF CLOSER PLATE

MSA MSA by:

SOFFIT CLIP SUPPORT PROVIDED BY SOFFIT MANUFACTURER. FINISH COLOUR TO MATCH METAL SIDING

LAP AND SEAL TRANSITION MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM OF THE DRAINAGE CAVITY

ISSUED FOR MOH WORKING DRAWING SUBMISSION ISSUED FOR PERMIT revision:

revisions

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

E-DP 1010

WS.3

5 21.03.24 4 21.03.24 # date:

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL

EXTENDICARE STITTSVILLE LONG TERM CARE

2510 WELLINGS PRIVATE STITTSVILLE, ON

EXTERIOR DETAILS

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

1 A9.03

SECTION DETAIL: ALUMINUM WINDOW HEADER AT OVERHANG 1:2

scale:

As indicated

drawn by:

GN / MCS

reviewed by:

LP / SK

job number:

20019

plot date:

21/04/13

drawing number:

A9.03

Montgomery Sisam Architects Inc.

12.5 PROVIDE 150mm MIN. OVERLAP

197 Spadina Avenue, Toronto, Ontario M5T 2C8 montgomerysisam.com Tel 416.364.8079 Fax 416.364.7723

METAL FLASHING END DAM BEYOND

12.5

INSECT SCREEN

X-WS.3

100mm HORIZONTAL FIBRE GLASS CLIP

FINISH COLOUR TO MATCH FIBRE CEMENT TRIM BOARD

BOND BREAKER TAPE APPLIED TO FACE OF Z-BAR

FLASHING EXTENDS TO OUTSIDE EDGE OF FIBRE CEMENT TRIM BOARD. INCLUDE END DAMS AT BOTH SIDES

WS.2

100mm VERTICAL FIBRE GLASS CLIP 76mm HORIZONTAL FIBREGLASS CLIP

9 20

CONTINUOUS SEALANT

SEE DETAIL 8/9.02

7 76mm HORIZONTAL FIBRE GLASS CLIP

DETAIL KEYNOTES:

CONTINUOUS BEAD OF SEALANT INSECT SCREEN

PRESSURE TREATED WOOD BLOCKING FASTENED TO FIBRE GLASS CLIPS

EXTERIOR GRADE WOOD BLOCKING

2 LAYERS OF 25mm FIBRE CEMENT TRIM BOARD. REFER TO ELEVATIONS FOR DIMENSIONS

AIR / VAPOUR BARRIER

TRANSITION MEMBRANE

THROUGH-WALL FLASHING MEMBRANE ON PROFILED PREFINSIHED METAL FLASHING SUPPORT

LAP AND SEAL AIR / VAPOUR BARRIER OVER THROUGH-WALL FLASHING MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SHINGLE LAP WILL NOT BE ACCEPTED.

LAP AND SEAL TRANSITION MEMBRANE OVER AIR / VAPOUR BARRIER MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SINGLE LAP WILL NOT BE ACCEPTED.

PREFINISHED METAL FLASHING WITH DRIP EDGE. ALOW 8mm MIN CLEAR BETWEEN BACK OF CLADDING AND TOP OF FLASHING. END DAM METAL FLASHINGS AT CORNERS / TERMINATIONS.

PRESSURE TREATED WOOD BLOCKING FASTENED TO FIBRE GLASS CLIPS

7 25

EXTERIOR GRADE WOOD BLOCKING 19

2 LAYERS OF 25mm FIBRE CEMENT TRIM BOARD. REFER TO ELEVATIONS FOR DIMENSIONS

PROVIDE BLOCKING AS REQUIRED

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL.

25mm FIBRE CEMENT TRIM RETURN

CONTINUOUS BACK ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

LINE OF CEMENT TRIM BOARD BEYOND

A9.01

1:2

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

LINE OF STONE RETURN BEYOND

A9.01

1:2

LAP AND SEAL TROWEL ON AIR / WATER RESISTIVE BARRIER OVER AIR / VAPOUR BARRIER BY 50mm MIN. AND TO MEET MANUFACTURER'S REQUIREMENTS.

ALLOW 8mm MIN CLEAR BETWEEN BACK OF CLADDING AND TOP OF FLASHING. END DAM METAL FLASHINGS AT CORNERS / TERMINATIONS.

VAPOUR PERMEABLE AIR / WATER RESISTIVE BARRIER MEMBRANE.

FIBRE CEMENT TRIM BOARD TYPE 4A (SEE ELEVATION NOTES NO.4)

150mm PERIMETER DRAINAGE TILE SURROUNDED BY 150mm OF 19mm CLEAR CRUSHED STONE, GEOTEXTILE FABRIC. REFER TO GEOTECHNICAL.

50mm XPS RIGID INSULATION BELOW WEEPING TILE.

WATERPROOFING MEMBRANE UNDER WEEPING TILE. SEAL TO RIGID INSULATION BELOW.

1:2

12.5

CONTINUOUS BACKER ROD AND SEALANT PREFINISHED EXTRUDED ALUMINUM ANGLE, 38mm x 38mm x 2mm

CONTINUOUS BACKER ROD AND SEALANT

LINE OF FIBRE CEMENT TRIM BOARD BEYOND

GROOVE PLUG

7 EXTENDS UP ALUM. ANGLE TO SEALANT

7 CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

100mm HORIZONTAL FIBRE GLASS CLIP

METAL SILL END DAM BEYOND

PREFIN. METAL SILL FINISH COLOUR TO MATCH ALUMINUM TRIM. PROVIDE END DAMS AT BOTH SIDES

550

EXTERIOR GRADE WOOD BLOCKING 19

FIBRE CEMENT TRIM BOARD. REFER TO ELEVATIONS FOR DIMENSIONS

PREFINISHED ALUMINUM 'SUPER J' TRIM. REFER TO ELEVATIONS FOR DIMENSIONS. COLOUR TO BE PROVIDED BY ARCHITECT PREFINISHED ALUMINUM RETURN. LAP AND SEAL UNDER 'J' TRIM. COLOUR TO MATCH 'J' TRIM.

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

T/O WINDOW SILL R.O. L1

EXTERIOR GRADE WOOD BLOCKING

STONE SILL W/ DRIP EDGE

MINERAL WOOL INSULATION AND SHIMS

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

INTERIOR

INTERIOR WS.3

SECTION DETAIL: TYP. VINYL WINDOW SILL AT CEMENTITIOUS SIDING

A9.01

EXTERIOR

CONTINUOUS BEAD OF SEALANT EXTERIOR

EXTERIOR GRADE WOOD BLOCKING MINERAL WOOL INSULATION AND SHIMS

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

CONTINUOUS BEAD OF SEALANT BELOW METAL SILL FLASHING

PROVIDE BLOCKING AS REQUIRED

13mm CEMENT BOARD AT WINDOW SILL

PREFIN. METAL SILL FLASHING FINISH COLOUR TBD.

METAL SILL END DAM BEYOND

PREFINISHED EXTRUDED ALUMINUM ANGLE, 50mm X 50mm X 2mm

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

13mm CEMENT BOARD AT WINDOW SILL 13

PRESSURE-TREATED WOOD BLOCKING FASTENED TO FIBRE GLASS CLIPS

GROOVE PLUG

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

EXTEND UP ALUM. ANGLE TO SEALANT

X-WS.1

1:2

INTERIOR

W16

LINE OF FIBRE CEMENT BOARD TRIM BEYOND

A9.01

LAP AND SEAL AIR / VAPOUR BARRIER OVER TRANSITION MEMBRANE BY 100mm MIN IN A SHINGLE LAP. REVERSE SHINGLE LAPS WILL NOT BE ACCEPTED.

SECTION DETAIL: TYP. VINYL WINDOW HEADER AT STONE CLADDING

5.1

PLAN DETAIL: TYP. VINYL WINDOW JAMB @ METAL SIDING

VW1

GRID

SILICONE TROWEL ON AIR AND WATER RESISTIVE BARRIER MEMBRANE AT WOOD BLOCKING.

INTERIOR VINYL WINDOW

SECTION DETAIL: TYP. VINYL WINDOW HEADER AT CEMENTITIOUS SIDING

7 CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

EXTERIOR

PLAN DETAIL: TYP. VINYL WINDOW JAMB @ CEMENTITIOUS SIDING

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

PROVIDE WOOD BLOCKING AS REQUIRED FOR GWB INSTALLATION AND INSTALLATION OF OWNER SUPPLIED WINDOW SHADE AND CURTAIN

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

FINISH COLOUR TO MATCH FIBRE CEMENT TRIM BOARD

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

PROVIDE WOOD BLOCKING AS REQUIRED FOR GWB INSTALLATION AND INSTALLATION OF OWNER SUPPLIED WINDOW SHADE AND CURTAIN

SECTION DETAIL: TYP. VINYL WINDOW SILL AT STONE CLADDING

3 A9.01

1:2

2 2 3 WS.1 WS.3

X-WS.3

100mm VERTICAL FIBRE GLASS CLIP

EXTERIOR

INTERIOR

100mm VERTICAL FIBRE GLASS CLIP

7 100mm HORIZONTAL FIBRE GLASS CLIP

METAL FLASHING END DAM BEYOND

CONTINUOUS 14 GA. GALVANIZED PLATE ANCHORED TO METAL STUD

INSECT SCREEN

9 7 INSECT SCREEN

PREFINISHED ALUMINUM "SUPER J" TRIM REFER TO ELEVATIONS FOR DIMENSIONS. COLOUR TO BE PROVIDED BY ARCHITECT FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

EXTERIOR GRADE WOOD BLOCKING

PROVIDE WOOD BLOCKING AS REQUIRED FOR GWB INSTALLATION AND INSTALLATION OF OWNER SUPPLIED WINDOW SHADE AND CURTAIN

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

PROVIDE BLOCKING AS REQUIRED

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL

STONE RETURN CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

LINE OF SILL BEYOND

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

VW1

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

EXTERIOR GRADE WOOD BLOCKING

AW1

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL

j h

EXTERIOR GRADE WOOD BLOCKING

LINE OF STONE RETURN BEYOND

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

EXTERIOR

VW1

PLAN DETAIL: TYP. VINYL WINDOW JAMB AT STONE CLADDING

A9.01

1:2

INTERIOR

SECTION DETAIL: TYP. VINYL WINDOW HEADER AT METAL SIDING

6 A9.01

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

SECTION DETAIL: TYP. ALUMINUM WINDOW HEADER AT STONE CLADDING

2 A9.01

1:2

1:2 AW1

2 WS.3

INTERIOR

CONTINUOUS BACKER ROD AND SEALANT

VW1 LINE OF FIBRE CEMENT BOARD TRIM BEYOND

100mm HORIZONTAL FIBRE GLASS CLIP

EXTENDS UP ALUM. ANGLE TO SEALANT

CONT. BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

13mm CEMENT BOARD AT WINDOW SILL

EXTERIOR GRADE WOOD BLOCKING 45

550

PROVIDE BLOCKING AS REQUIRED

3800

T/O WINDOW SILL R.O. L2

T/O WINDOW SILL R.O. L1

CONTINUOUS BEAD OF SEALANT BELOW METAL SILL FLASHING

EXTERIOR GRADE WOOD BLOCKING

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

PREFINISHED ALUMINUM "SUPER J" TRIM. REFER TO ELEVATIONS FOR DIMENSIONS. COLOUR TO BE PROVIDED BY ARCHITECT.

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

STRAP ANCHORS C/W INFILL MINERAL WOOL INSULATION AND SHIMS

2510 WELLINGS PRIVATE STITTSVILLE, ON

EXTERIOR DETAILS

STONE SILL W/ DRIP EDGE

MINERAL WOOL INSULATION AND SHIMS

j h

LINE OF SILL BEYOND

PLAN DETAIL: TYP. ALUMINUM WINDOW JAMB AT STONE CLADDING 1:2

EXTENDICARE STITTSVILLE LONG TERM CARE

SLOPE

A9.01

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

CONTINUOUS BEAD OF SEALANT AT WOOD ALL AROUND WINDOW FRAME

STONE RETURN

EXTEND UP ALUM. ANGLE TO SEALANT

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

PREFIN. METAL SILL FLASHING FINISH COLOUR TBD.

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

7 9

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

EXTERIOR

5 A9.01

WS.1

SECTION DETAIL: TYP. VINYL WINDOW SILL AT METAL SIDING 1:2

INTERIOR

WS.3

1 A9.01

SECTION DETAIL: TYP. ALUMINUM WINDOW SILL AT STONE CLADDING 1:2

MSA MSA by:

revisions

PREFINISHED EXTRUDED ALUMINUM ANGLE, 50mm X 50mm X 2mm

METAL SILL END DAM BEYOND

PREFIN. METAL SILL FINISH COLOUR TO MATCH ALUMINUM TRIM. PROVIDE END DAMS AT BOTH SIDES

C:\Users\gnoeth\Documents\MSA_EC Stittsville_R2019_C_gnoeth2XV27.rvt

GROOVE PLUG j h

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

ISSUED FOR MOH WORKING DRAWING SUBMISSION ISSUED FOR PERMIT revision:

ALUMINIUM WINDOW

PREFINISHED EXTRUDED ALUMINUM ANGLE, 38mm x 38mm x 2mm

METAL SILL END DAM BEYOND

2021-04-19 9:21:17 AM

GROOVE PLUG

CONTINUOUS 14 GA. GALVANIZED PLATE ANCHORED TO METAL STUD

CONTINUOUS BACKER ROD AND SEALANT

LINE OF STONE CLADDING BEYOND

EXTERIOR

5 21.03.24 4 21.03.24 # date:

scale:

1:2

drawn by:

GN / MCS

reviewed by:

LP / SK

job number:

20019

plot date:

21/04/13

drawing number:

A9.01

POLYCARBONATE SHEETING NOTES: 1.

1.25 Polycarbonate IBR sheeting profile from Pamrich.

Sheeting width of 750mm (after overlap of 686)

Max spacing of purlines 1.2m. Purlins to be spaced according to Engineer

Fall min 1 degree.

EEZI-FIT Chromadek (white) IBR Headfall flashing at stair wall with overlap

drawings, specification and details.

flashing to be installed. 6.

ALL overlaps of IBR sheeting to be sealed with clear weatherproof silicone/sealant.

ALL screw caps to be sealed with clear weatherproof silicone/sealant.

SHEET EXPANDS : HOLES FOR SCREWS 2mm LARGER THAN FASTNER.

Project Number:

HETN001

General Notes 1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details 4. This drawing must not be scaled

Legend

Revisions no.

date

description

checked

signed

Copyright subsists in this drawing. The person or entity whose name appears in the title block of this drawing is hereby granted a non-exclusive license to use, display, print and/or reproduce this drawing to the extent necessary to carry out and complete the project described in the title block of this drawing.

Consultant:

Project

Contract Number:

University:

HETC003

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Sol Plaatje University

Drawn

Graeme

Checked

Chris

Drawing Title

ATRIUM SECTION & DETAILS

Date

This license confers no ownership right in the copyright vesting in the drawing and this drawing and the copyright subsisting therein will, at all times, remain the property of MASHILO LAMBRECHTS ARCHITECTS Any unauthorised reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematographic film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil copyright infringement and may in certain circumstances render the doer liable to criminal prosecution.

Drawing Info

Campus: Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-08-14 Scale

Varies

This drawing to be read in conjunction with drawing no: Floor plans & Engineer drawings

Page size

Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 0 AR GS 1 0 5 0 0 0 C

PROPERTY LINE 84.919 m

Abandoned accesses must be removed and the curb and boulevard restored with sod at the owner’s expense to the satisfaction of the Traffic Engineering Section, Public Works Department. For visibility triangles at the vehicular access points, the following note to be provided: “7.5m by 7.5m visibility triangles in which the maximum height of any objects or mature vegetation is not to exceed a height of 0.70 metres above the corresponding perpendicular centreline elevation of the adjacent street.”

BLRD-1

PROPOSED 3-STOREY RESIDENTIAL CARE FACILITY

BLRD-1

PROPOSED ROOFTOP MECHANICAL EQUIPMENT

BLRD-1

GARBAGE TRUCK

ROOFTOP KITCHEN & POOL EQUIPMENT

BLRD-1

90° BLRD-1

PROPOSED SHIPPING / RECEIVING & GARBAGE / RECYCLING AREA

BLRD-1

LVL 1 FFE = 236.000 LVL 0 FFE = 232.000 GFA = 6,711 m²

3 A1.15

REQUIRED LOADING AREA (18.0m x 3.7m x 4.3m) 38.00 m

GARBAGE TRUCK

PROPOSED 3-STOREY RESIDENTIAL CARE FACILITY

BLRD-1

90°

111

BLRD-1

109

6.00 m

PROPOSED GAS METER

P23

PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

LEVEL 1 DINING ROOM PATIO

LEVEL 2 MEMORY CARE PATIO

231.874 DN

P20

EXISTING 2-STOREY BRICK SINGLE-FAMILY RESIDENTIAL BUILDINGS

9 6.00 m

PROPOSED GRAVEL PATHWAY

EXISTING SITE ACCESS RYMAL ROAD WEST

P21

DINING ROOM PATIO CANOPY

LEVEL 2 EXTENSIVE GREEN ROOF

PENTHOUSE ROOF

PROPOSED LANDSCAPED ZONE

9.08 m

P22

LEVEL 2 MEMORY CARE GARDEN CANOPY

R6 .0 m

EXISTING WOODLAND

EXISTING SEMINARY TO REMAIN

GARBAGE TRUCK

All signs must comply with Sign By-law No. 10-197.

The subject property has been determined to be an area of archaeological potential. It is possible that archaeological resources may be encountered during any demolition, grading, construction activities, landscaping, staging, stockpiling or other soil disturbances and any prospective owner is advised to conduct an archaeological assessment prior to such impacts in order to address these concerns and mitigate, through preservation or resource removal and documentation, adverse impacts to any significant archaeological resources found. Mitigation, by an Ontario-licensed archaeologist, may include the monitoring of any mechanical excavation arising from this project. If archaeological resources are identified on-site, further Stage 3 Site-specific Assessment and Stage 4 Mitigation may be required as determined by the Ontario Ministry of Tourism, Culture and Sport. All archaeological reports shall be submitted to the City of Hamilton concurrent with their submission to the Ministry of Tourism, Culture and Sport.

PROJECT NORTH

m 2.0 R1

PROPOSED SIDEWALK

LEVEL 3 ROOF

m 3.0 R1

LEVEL 1 PALLIATIVE PATIO

236.000

TRUE NORTH

6.05 m

3.0m REAR YARD SETBACK

GARTH STREET

The approval of this plan does not exempt the owner's bonded contractor from the requirements to obtain the various permits/approvals normally required to complete a construction project, such as, but not limited to the following:ꞏ - Building permit - Sewer and water permits - Road cut permits - Relocation of services - Approach approval permits - Encroachment Agreements (if required) - Committee of Adjustment

84.76

3.0 m

N70`47'40"W

PROPOSED GRAVEL PATHWAY

All driveways from property lines for the first 7.5 m shall be within 5% maximum grade, thereafter, all driveways shall be within 10% maximum grades.

15.0mm DRIPLINE SETBACK

6.00 m

SIB(MMP)

2.08 m

Main driveway dimensions at the property line boundaries are plus or minus 7.5 m unless otherwise stated.

EXISTING WOODLAND DRIPLINE AS SURVEYED 2017 / 09 / 05

PROPOSED GARBAGE / RECYCLING BIN ENCLOSURE

SHADE FOREST TRAIL

Fire Route Signs and 3-Way Fire Hydrants shall be established to the satisfaction of the City Fire Department and at the expense of the owner.

PROPOSED ENHANCED LANDSCAPED AREA ABUTTING PROPERTY LINE

39. 56

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

EW ALK

All work involved in the construction, relocation, repair of municipal services for the project shall be to the satisfaction of the Director of Planning, Planning and Economic Development Department.

PROP ERTY 39.58 LINE 0m

architects

R1 2.0 m

5'10 "W

PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

PROPOSED SID

NOTES:

EXISTING PLACE OF WORSHIP (HM/B - 06 : 123 - m)

PROPOSED SITE CONTEXT PLAN LEGEND

PROPERTY LINE

1.90 m

SETBACK LINE

235.587

LEVEL 1 ROOF DN

15.0m WOODLAND DRIPLINE SETBACK

107

R 12 .0 m

115

108 PROPOSED CONCRETE SIDEWALK

LOT AREA (MIN)

360 m²

42,469 m²

2,695 m²

TOTAL LANDSCAPE AREA

(25%) 10,650 m²

(86%) 36,645 m²

EXISTING LANDSCAPE AREA

23,363 m²

NEW LANDSCAPE AREA

13,282 m²

PARKING SPACES (1 space per 3 persons)

( 74 / 3 ) = 25 SPACES

25 SPACES

3.0m x 6.0m

PARKING SPACE SIZE (REFER TO LEGEND)

LOADING SPACES

N/A

BIKE STORAGE

REFER TO VEGETATION PROTECTION ZONE RESTORATION PLAN

111 22

PROPOSED CONCRETE SIDEWALK

LEVEL 3 ROOF BLRD-1

Y THW A EL PA GRAV OSED PROP

2,010 m²

LEVEL 3

2,010 m²

PROPOSED LOCATION OF STORMWATER RETENTION TANK

BLRD-1

550 m²

141 BL

R 12.0 m

144

145

1.5 0m

AY TO RE MA IN

FO RE ST PA TH W TIN G

115 PR OP CR OSE OS D P SW AIN AL TE K D

DRIP LINE SET BAC K

EXI STI NG

2 SPACES

ACCESSIBLE (6000L x 4400W):

67 64

LANDS MERGED IN TITLE

6 SPACES

N70`24'40"W

48.75

(N70`42'10"W P1)

1 SPACES

PROPOSED PAINTED CROSSWALK 107

(48.74 P1)

106 107 108 109 111 115

Keynote Text

HATCH REPRESENTS VEGETATION PROTECTION ZONE (VPZ). PROVIDE 15M BUFFER FROM EDGE OF WOODLAND DRIPLINE WHERE NO WORK IS TO OCCUR. PROPOSED CROSSWALK. PROVIDE PAINTED ZONE ON PROPOSED ASPHALT PER CITY OF HAMILTON STANDARDS. PROPOSED ELECTRICAL TRANSFORMER VAULT. REFER TO ELECTRICAL DRAWINGS FOR CONSTRUCTION DETAILS & REQUIRED CLEARANCES. PROPOSED GAS SERVICE & METERS. REFER TO MECHANICAL DRAWINGS FOR CONSTRUCTION DETAILS & REQUIRED CLEARANCES. PROPOSED GARBAGE ENCLOSURE. REFER TO SITE DETAILS. PROVIDE CURBCUT AT INTERSECTION OF DRIVEWAY & SIDEWALKS OR PATHWAYS PER CITY OF HAMILTON PEDESTRIAN MOBILITY PLAN & ROADWORK STANDARDS.

#384 RYMAL ROAD WEST (APPROVED SITE PLAN DA-15-070)

EX IST ING

SW AL E

KEYNOTES

EXISTING PRIVATE SEMINARY

SIB(MMP) 0.28 E

SIB(OU) 0.20 S

PROPOSED PRIMARY SITE ACCESS

MATCH GRADES WHERE PROPOSED WORK MEETS EXISTING SITEWORK

130 PROPOSED HYDRO TRANSFORMER VAULT C/W CONCRETE BOLLARDS REFER TO ELEC DWGS

2000

0"W 1 ' 6 `5 N89 1.50 m 5.78

6.00 m FIRE ROUTE

PROPOSED FILL & SOFT LANDSCAPING AS REQUIRED WHERE EXISTING ACCESS ROUTE TO SHADE FOREST TRAIL TO BE DEMOLISHED. EXISTING ARMOUR STONE RETAINING WALLS TO REMAIN TO AVOID DAMAGE TO ADJACENT TREES

SUMMERWIND DRIVE

CITY OF HAMILTON TYPICAL PARKING SPACE

CITY OF HAMILTON BARRIER-FREE PARKING SPACE

3000

1400

126

131 127

134

PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

EXISTING 2-STOREY BRICK SINGLE-FAMILY RESIDENTIAL BUILDINGS

132 133

PLANTED ZONE TO CONCEAL PROPOSED TRANSFORMER

LINE ERTY PROP 15 m 5.8

2. REFER TO TREE PROTECTION PLAN FOR FULL INVENTORY OF EXISTING / DEMOLISHED / PROPOSED TREES.

4400

37 125

PROPERTY LIN E 101.700 m

EXISTING RETAINING WALL TO REMAIN

115

1. SITE PLANS TO BE READ IN CONJUNCTION WITH ENVIRONMENTAL, CIVIL, ELECTRICAL, & LANDSCAPE DRAWINGS.

49 48 50

2000

115

1 SPACES

TE RE

ELEC-EQ-1

17 SPACES SIB(OU)

ON DC SE

3000

GENERAL NOTE:

K AL EW SID

TURNING CIRCLE (ACCESSIBLE WASHROOMS)

124

Issued for Site Plan Approval (Submission 5) Issued for Site Plan Approval (Submission 4) Issued for Coordination Issued for Building Permit (Draft) Issued for Site Plan Approval (Submission 2) Issued for 100% Design Development Issued for Class B Costing Issued for Site Plan Approval (Submission 1) revision:

NOT FOR CONSTRUCTION

44 43

135

40.77

2019 05 03 2019 02 08 2018 11 21 2018 09 28 2018 06 28 2018 04 10 2018 04 02 2017 10 17 date:

40 129

9 8 7 5 4 3 2 1 #

PROPERTY LINE 40.665 m

G G G G G G G G by:

128

2000

#400 RYMAL ROAD WEST

PROPOSED EXTERIOR WALL MOUNTED LIGHT

108

SURFACE PARKING SPACES: REGULAR (6000L x 3000W):

m 2.0 R1

PROPOSED CO NRETE SIDEW AL K

REGULAR (6000L x 3000W):

EXIS TI AS S NG WOO URV D EYE LAND D 20 DRIP 17 / L 09 / INE 05

UNDER GROUND PARKING SPACES:

123

R1 2.0 m

1.5 0m

23 SPACES

PROPOSED TREE

TR-01

TURNING CIRCLE (UNIVERSAL WASHROOMS)

O OP PR

SW ALE

TOTAL PARKING SPACES :

ACCESSIBLE (6000L x 4400W):

122

115

REGULAR (6000L x 3000W):

115

107

0m 1.5

1 UNITS

PARKING COUNT

PROPOSED CONCRETE SIDEWALK

AY 115

GUEST ROOM

15.0 m

107

RK 6.00 ING m AC CE S

PR OP OS ED GR AV EL PA TH W

32 UNITS

139

138

0m E 6.0 OUT ER FIR

13 UNITS

147

PROPOSED BUILDING / SERVICE EXIT

137

142

PROPOSED GRAVEL PATHWAY

EX IS

16 UNITS

140

LEVEL 3 INDEPENDENT LIVING

R1 2.0 m

m 12.0

EXISTING PERIMETER FENCING TO BE DEMOLISHED AND REPLACED. NEW FENCING TO BE INSTALLED WHERE EXISTING ACCESS ROUTE TO BE DEMOLISHED. DEMOLISH EXISTING RETAINING WALLS IN SHADE FOREST TRAIL RIGHT OF WAY. RESTORE BOULEVARD W/ SOD PER CITY OF HAMILTON STANDARDS.

0m 1.5

.0 m R 12

INDEPENDENT LIVING

SIAMESE CONNECTION

PROPOSED LIGHT POLE

ED INT PA K ED AL OS SW OP S PR CRO

PROPOSED GABION BASKET RETAINING WALL

6.00 m

FIRE HYDRANT

EXISTING TREE TO REMAIN (NOT SURVEYED)

146

115

PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

3000

143

LEVEL 1

117

PROPOSED CONCRETE SIDEWALK

CARD READER

7 A1.15

EXISTING TREE TO REMAIN

120

LEVEL 2

PROPOSED GREEN ROOF

PROPOSED BUILDING / SERVICE ENTRY PROPOSED SITE ENTRY

12 UNITS

PROPOSED PAINTED LINES

74 UNITS

MEMORY CARE

0m E 6.0 OUT ER FIR

UNIT COUNT (PROPOSED)

PALLIATIVE CARE

6.00 m FIRE ROUTE

TOP OF TANK ELEV = 231.650

150

TOTAL

60.28 m TO NEAREST SOUTH PROPERTY LINE

GREEN ROOF (NOT IN CLUDED IN TOTAL GFA)

PROPOSED CONCRETE SIDEWALK

118

1 A1.15

231.874

K BAC SET LINE DRIP

LEVEL 2

0m 1.5

mm 15.0

2,695 m²

I NE RIPL 5 0 ND D DLA / 09 / W OO 2017 TING YED EXIS SURVE AS

LEVEL 1

PROPOSED ENHANCED LANDSCAPED AREA ABUTTING PROPERTY LINE

6,711 m² 2304 m²

PROPOSED ENHANCED LANDSCAPED AREA

FIRE ROUTE SIGN

FR 21

3 STOREYS + 1 BASEMENT + PENTHOUSE

BASEMENT (NOT IN CLUDED IN TOTAL GFA)

m 6.0

106

BUILDING STATISTICS (PROPOSED)

TOTAL GROSS FLOOR AREA

PROPOSED GRAVEL WALKWAY

PROPOSED U/G PARKING ACCESS

BUILDING HEIGHT

PROPOSED BUILDING

18.0m x 3.7m x 4.3m(h)

LOADING SPACE SIZE

EXISTING LANDSCAPE TO REMAIN

6000

249.37 m

EXISTING WOODLAND TO REMAIN

ø1 70 0

12.0 m

107 109

LOT WIDTH (MIN)

m 2.0 1 R

107

EXISTING BUILDING TO REMAIN

ø1 50 0

105.0 m

PROPOSED PAINTED CROSSWALK

105.72 m

12.0 m

105

ROAD CENTRELINE

137.79

3 STOREYS / 12.0 m

DROP-OFF ZONE

PROPERTY LINE 105.726 m

4 STOREYS

115

P19

N18`38'45"E

8 VISITOR BIKE PARKING SPACES

P18

PROPOSED LANDSCAPED

BF-02

20 104

3.0m SIDE YARD SETBACK

Residential Care Facility

BUILDING COVERAGE

102

3.0m SIDE YARD SETBACK

Residential Care Facility

LEVEL 1 ENTRANCE CANOPY CURB CUT @ DROP-OFF

PROPOSED

FRONT YARD DEPTH (MIN)

PROPOSED CONCRETE SIDEWALK

6.0m FIRE ROUTE

0m R 6.

REQUIRED

HEIGHT (MAX)

115

NUMBER OF RESIDENTS (MAX)

107

SITE STATISTICS

PERMITTED USES

PROPOSED PAINTED CROSSWALK

115

PROPOSED MAIN ENTRANCE

LEVEL 1 LOBBY PATIO

DE-H/S-1301 ZONE | 400 RYMAL ROAD WEST

PROPOSED CONCRETE SIDEWALK

SHADE FOREST TRAIL

2.57 m

Should deeply buried archaeological materials be found on the property during any of the above development activities the Ontario Ministry of Tourism, Culture and Sport (MTCS) should be notified immediately (416.314.7143). In the event that human remains are encountered during construction, the proponent should immediately contact both MTCS and the Registrar or Deputy Registrar of the Cemeteries Regulation Unit of the Ministry of Small Business and Consumer Services (416.326.8392).”

22.61

N70`17'30"W

ELISABETH HOUSE - RESIDENTIAL CARE FACILITY 400 RYMAL ROAD WEST, HAMILTON, ON L9B 1B8

63.38 PROPOSED 1830mm HIGH WOOD FENCING TO PROVIDE VISUAL BARRIER @ PROPERTY BOUNDARY PER CITY OF HAMILTON REQUIREMENTS

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

PROPOSED ENHANCED LANDSCAPED AREA ABUTTING PROPERTY LINE

SITE PLAN Zoning: DE-H/S-1301 Municipal File No.: DA-17-196 scale:

As indicated

drawn by:

MN, GN, BM, JC, VM

reviewed by:

PG, GG

job number:

17017

plot date:

2019 05 03

drawing number:

A1.11

BR-1 EMS

EW-5 (45)

W01

2090

2210

2090

5245

10 A6.33

EW-5 (45)

W01

Sim 4 A6.10

BR-1 EMS

10 A6.33

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

Sim

10 A6.33

BR-1 EMS

EW-5 (45)

W01

18 A6.30

W01

Sim

10 A6.33

DS-PC-LH

PALLIATIVE CARE SUITE S166

PALLIATIVE CARE SUITE S168

PALLIATIVE CARE SUITE S170

EXIT STAIR B ES-B-1

33 m² (356 ft²)

33 m² (357 ft²)

33 m² (355 ft²)

33 m² (357 ft²)

PALLIATIVE CARE SUITE S174

DS-PC-WC

33 m² (356 ft²)

DS-PC-WC

236.000

DS-PC-LH

2090 2210

8600

D161.3

P9-2

NURSES STATION 161

S157B

- Fh

D161.1

D161.2

WC (TYPE 1) 161.2 MEETING ROOM 157

MED ROOM 161.3

19 m² (204 ft²)

10 m² (103 ft²)

EQPT STORAGE 144

2 A4.20

33 m² (356 ft²) DS-PC-WC

90 GAL BIN

DS-PC-LH

90 GAL BIN

3100

PHYSIO EXAM 2 171.2

PHYSIO EXAM 3 171.3

STORAGE 171.4

10 m² (104 ft²)

9 m² (92 ft²)

D171.1

S171.1

D171.2

S171.2

D171.3

QUIET ROOM 159

S159

90 GAL BIN

2090

14 m² (147 ft²)

S171.3

D161.4

11 A6.30

SOILED LINEN 141

5 m² (55 ft²)

D175.7

PALLIATIVE CARE SUITE S150

W01 DN

DS-PC-WC

12 m² (130 ft²)

S175.7

13 m² (143 ft²)

SPA ROOM A 175.6

SALON CORRIDOR 175 S171B

D171.5

14 m² (149 ft²)

12 m² (129 ft²)

CENTRAL KITCHEN 185

8600

ELEC-KT EP

D185.1

12 m² (129 ft²)

SALON 175.2

WC (TYPE 2) 182

1 A6.12 S180

S171C

S175.3A

14 A6.30 DINING ROOM (PRIVATE) 181

DINING ROOM (MAIN) 180

S181B

D-EL-L1-B

2 A4.10

EXIT STAIR A ES-A-1

DE180

ELEVATOR LOBBY 107

CORRIDOR C105

58 m² (627 ft²)

82 m² (880 ft²)

17 A6.30

D101.1

OPEN TO BELOW

S181A

15 A6.30

OPEN TO BELOW

OUTLINE OF ENTRY CANOPY ABOVE

19 m² (200 ft²)

LOBBY 101

57 m² (609 ft²)

2 A6.13

95 m² (1027 ft²) S100A

ATRIUM ABOVE

W05

66 m² (715 ft²)

Sim FC-2 CONC

EW-2B

4 A6.14

15 A6.30

1 A6.43

Sim 3 A7.70

1060

W14

5 A6.12

2 A7.70

Sim

W10

1 A7.20 16 A6.30

15 A6.30

7540

W13

EW-1B

4 A6.12 1060

F A6.01

2 A6.51

VESTIBULE 100

S100C

4 A6.41

1 A6.30

D100

F A6.01

12845

15 A6.30

W16

LOBBY LOUNGE 101.2

8600

PATIO ACCESS

Sim

15 A6.30

Sim

15 A6.30

Sim

14 A6.30

15 A6.30

3770

FC-2 EMS

W12

3 A6.12

Sim

PROPOSED SIDEWALK

250

PROPOSED CONCRETE SIDEWALK

4750

2 A6.12

FC-2 CONC

EW-2B

W11

FC-2 CONC

EW-2B

7620

1060

2500

605

B A6.00

C A6.00

MAIN BUILDING ENTRANCE

W17

BISTRO 105

D106

D105

9 m² (94 ft²)

4300

BR-1 EMS

Sim

S111

D102

D111

2 A6.30

CACF 102 4 m² (38 ft²)

SEATING C120.1

D103

D104

BISTRO PREP 105.1

6025

5 m² (58 ft²)

CANOPY ABOVE

3 m² (29 ft²)

BISTRO STORAGE 105.2

WC (TYPE 2) 104

6 m² (62 ft²)

5 m² (50 ft²)

4300

S106

D105.1

EW-5

1400

3 A6.30

VESTIBULE 106

2 A6.33

3000

DE100

10 m² (102 ft²)

F DE106

3000

34 m² (366 ft²)

8600

73870

RECEPTION 101.1

3 A6.43

SECONDARY BUILDING ENTRANCE

CITY OF HAMILTON BARRIER-FREE PARKING SPACE

73870

W15

GREEN WALL

2 A6.42

CITY OF HAMILTON TYPICAL PARKING SPACE

PATIO - DINING P180

PATIO - LOBBY P101

P20

235.587

4400

S171A

DE-ES-A-0

2 A4.01

P21

3 A6.33

133 m² (1428 ft²)

D181

MANICURE 175.3

S175.3B

GENERAL NOTE:

1265

6590

D-EL-L1-A

FC-2 CONC

EXIT

FC-2 CONC

EW-4B

5 m² (50 ft²)

25 m² (271 ft²)

2 A6.50

D182

26 m² (282 ft²)

D175.1

PROPOSED BUILDING / SERVICE EXIT

4 m² (43 ft²)

PEDICURE 175.4

17 m² (180 ft²)

D171C

PROPOSED BUILDING / SERVICE ENTRY PROPOSED SITE ENTRY

1. FLOOR PLANS TO BE READ IN CONJUNCTION WITH MECHANICAL, STRUCTURAL, CIVIL, ELECTRICAL, & LANDSCAPE DRAWINGS.

D185A

D-C140

ELEVATION HEIGHT FROM BUILDING DATUM

P22

D-EL-L1-D

201

P23

OUTLINE OF DINING CANOPY ABOVE

22 m² (235 ft²)

ELEVATION HEIGHT FROM SITE DATUM

D-ES-A-1

7 A6.33

5 A6.14

ELEC E185

18 m² (190 ft²)

11 m² (120 ft²)

EW-2B

D A6.01

D141

ELEVATOR - L1 EL-L1

Ø1700 BARRIER FREE TURNING CIRCLE

13 A6.30

D-E185

72 m² (779 ft²)

2115 CLEAR

DISHWASHING 185.1

HAIR WASH 175.5

105 m² (1135 ft²)

3 m² (35 ft²)

ø 17 00

D175.6

5 m² (56 ft²)

SERVICE ELEVATOR

ø 15 00 Ø1500 BARRIER FREE TURNING CIRCLE

3 A7.11

D185.4

WC (TYPE 2) 171.5

SERVICE CORRIDOR C140

HSKPG CL 153

201

5 A6.11

COOLER (WALK-IN) 185.2

S175.6

D171B

SALON RECEPTION 175.1

D-C150A

DRY STORAGE 185.4

8 m² (91 ft²)

17 m² (178 ft²)

3 A6.50

6 m² (67 ft²)

OFFICE 185.6

11 m² (114 ft²)

W09

D171.4

D153

33 m² (357 ft²)

12 A6.33

SPA ROOM B 175.7

1515

NON-FOOD STORAGE 185.5

FREEZER (WALK-IN) 185.3

121 m² (1302 ft²)

7 m² (73 ft²)

DS-PC-RH

6 A6.14

2090

CLEAN LINEN 161.4

D185B

D171A

LINEN CHUTE D141.1 141.1

DS-PC-LH

2110

EW-5

DS-PC-WC

4 m² (41 ft²)

D185.5

D140

33 m² (357 ft²)

BR-1 EMS

12 A6.30

PHYSIO GYM 171

90 GAL BIN

PALLIATIVE CARE SUITE S152

FC-2 EMS

D185.6A

18 m² (191 ft²)

W01

DEMARCATED AREA FOR CIRUCLATION

B EW-3B

HSKPG CL 146.2 D146.2

D175B

D142

G/R CHUTE RM 140

ENCLOSED SPACES

7 m² (73 ft²)

2765

HSKPG CL 142

90 GAL BIN

BIN HOLDING 146.1

D146

1760 CLEAR

2305 CLEAR

105 m² (1135 ft²)

3 m² (33 ft²)

10 A6.33

BLRD-1

DE146.1

SHIPPING / RECEIVING 146

SERVICE CORRIDOR C140

D144

5 m² (54 ft²)

D159

FC-2 CONC

PUBLIC MOVEMENT / CIRCULATION ROUTE

235.700

6 A6.33

5 A6.33

X9R-3 i Fh

PHYSIO EXAM 1 171.1

2400 CLEAR

4 m² (48 ft²)

PALLIATIVE CARE SUITE S154

EW-4B

1 A7.18

37 m² (395 ft²)

i Fh

3100

D161

19 m² (207 ft²)

D157

BR-1 EMS

EW-5

4585

S157A

10 A6.33

D-E145

8 m² (82 ft²)

DS-PC-WC

11 A6.33

Sim BINS EXIT

41 m² (440 ft²)

3 A9.30

ELEC / IT E145

DS-PC-LH

Sim

D-C150

1705

STORAGE 161.1

i Fh

P9-1

BR-1 EMS

W01

BLRD-1

5 A6.33

PROJECT NORTH

PROPOSED FLOOR PLAN LEGEND

BLRD-1 D-ES-B-1B

CORRIDOR C160

2000 CLEAR

2210

3a A7.30

X9R-3 i Fh

4130 2090 4000

W01

EW-5

EXIT

TRUE NORTH

DS-PC-LH

2200 CLEAR

i Fh

P9-2

2200 CLEAR

CLEAR

2200

2090 2220

33 m² (357 ft²)

SHIPPING / RECEIVING ENTRY

D-C160 P9-2

EXT-GE-02

REQUIRED LOADING AREA (18.0m x 3.7m x 4.3m)

4 A6.11

2 A6.11

G/R BIN

DE146B

3 m² (34 ft²)

PALLIATIVE CARE SUITE S156

BLRD-1

DE-ES-B-1

Not Enclosed (Not Enclosed)

FROST SLAB BELOW

DE146A

DS-PC-WC DS-PC-LH

MTL MTL

G/R BIN ENCLOSURE 301.5

EXT-GE-01

BR-1 CONC

EW-6

4 A6.33

112 m² (1208 ft²)

Sim

G/R BIN

EXIT DS-PC-WC

CORRIDOR C150

10 A6.33

PROPOSED SIDEWALK

33 m² (356 ft²)

PALLIATIVE CARE SUITE S172

W01

D A6.01

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

BLRD-1

Sim

2000 CLEAR

1195

Sim

D-ES-B-1A

33 m² (356 ft²)

1830

BLRD-1

PALLIATIVE CARE SUITE S164

DS-PC-LH

PALLIATIVE CARE SUITE S158

2380

6000

BR-1 EMS

EW-5

2595

DS-PC-WC

3000

4600

34 m² (370 ft²)

architects

3500

FNC-02

2 A6.33 2000 CLEAR

PALLIATIVE CARE SUITE S160

2010

BR-1 EMS

EW-5

4205

2 A4.00

BR-1 CONC

1770

2090

Sim

410 1070 EW-6

W01

10 A6.33 4600 15.0mm DRIPLINE SETBAC 2000 K

2210

4395

4000

2820

W03

2090

4300

BLRD-1

29 m² (308 ft²)

DE109

2090

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

LOUNGE 162

PATIO ACCESS

800 95

6600

W24

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

7030

49 m² (527 ft²)

2210

2600

BR-1 EMS

PATIO - PALLIATIVE P150

BR-1 EMS

2090

4300

1 A6.11

EW-5 (45)

2210

8600 58235 2210

6600

2090

4300

160

2 A6.10

2a A7.30

4300

6245

EW-5 (45)

3 A6.10

2000

6600

1800

1 A6.10

4 A6.50

6000

120

8600

9180

2000

6430

2600

1070

2000

1095

6600

18330

C A6.00

7200

B A6.00

8200 LIGHT WELL TO POOL AREA BELOW

A A6.00

WC (TYPE 3) 103

FROST SLAB BELOW

8 m² (87 ft²)

D105.2

Fx UP

10 A6.30

Sim

D110

3 A6.14

1 A7.70

STORAGE 110.3

W14

S110

CHAPEL 110

8600

13805

7540

8600

9 m² (100 ft²)

2 A7.22

D110.3

75 m² (808 ft²)

MULTI-PURPOSE RM 111

W18

KEYNOTES

82 m² (887 ft²)

19295 38485

9 m² (98 ft²)

D111.1

10 A6.30

3 A6.13

STORAGE 111.1

201

Keynote Text REFER TO ELEVATOR MANUFACTURER FOR ELEVATOR SHAFT AND DOOR OPENING DIMENSIONS.

D110.1

G SACRISTY 110.1

TREATMENT RM 120.2

WC (TYPE 2) 120.3

7 m² (70 ft²)

13 m² (141 ft²)

5 m² (54 ft²)

Sim

2420

BR-1 EMS

EW-5

2400

46 m² (493 ft²)

D120.3

D120.1

ADMIN OFFICE 134

OFFICE - FINANCIAL 133

OFFICE - GENERAL 132

OFFICE - GENERAL 131

9 m² (100 ft²)

3885

4 A6.30

3885

8600

7525

D120.2

CORRIDOR C120

D120

DOCTOR'S OFFICE 120.1

WAITING AREA 120

14 m² (145 ft²)

15 m² (161 ft²)

1 A7.24

8600

D110.2

CLOSET 110.2

BR-1 EMS

EW-5

S120

W01

3480

3855

2 A6.14

4300

4190

W01

1925

WC (TYPE 1) 136

D136

5 m² (52 ft²)

OFFICE (DIR) 135

4365

2670

D130.1

5 m² (52 ft²)

3 m² (36 ft²)

CLOSET 130.1

50 m² (536 ft²)

S10-1 - Fh

1 m² (10 ft²)

MEETING ROOM 137

KITCHENETTE 130.2

29 m² (308 ft²)

3 m² (30 ft²)

7 m² (76 ft²)

4 A6.30

4300

5 i A6.13 X9-2

X9-2

21 RISERS @ 190 mm

i Fh

D-ES-C-1

OPEN OFFICE 138

6 A6.30

10 A6.30

37 m² (398 ft²)

Sim

10 A6.30

Sim

PROPOSED LOCATION OF STORMWATER RETENTION TANK

EW-5

PROPOSED

7 A4.00

7 A6.30

1 A6.14

SIDEW ALK

9305 405

6600

2000 20610 2600

2000

BR-1 EMS

2840

2000

5 A6.30

4 A6.13

2880

1060

2525

6600

365

BR-1 CONC

1180

A A6.00

1610

1510

4300

37630 4300

8600

4300

4395

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

400 RYMAL ROAD WEST, HAMILTON, ON L9B 1B8

LEVEL 1 - FRAMING PLAN

TOP OF TANK ELEV = 231.650 EW-6

G G G G G by:

ELISABETH HOUSE - RESIDENTIAL CARE FACILITY

D-E130

K AL EW SID TE RE NC CO ED OS OP PR

EXIT STAIR C ES-C-1

Issued for Coordination Issued for Building Permit (Draft) Issued for Site Plan Approval (Submission 2) Issued for 100% Design Development Issued for Class B Costing revision:

NOT FOR CONSTRUCTION

ELEC E130

- Fh

DE-ES-C-0

E A6.01

3065

F6-1

BR-1 EMS

EW-5

4185

23 RISERS @ 190 mm UP

BR-1 CONC

2 A6.33

6860

S10-1 - Fh

9570

D135.1

PRINT 130.3

D-C130

S137

CORRIDOR C130

1625

WC (TYPE 1) 135.1

2840 D137

S10-1 - Fh

EW-6

2880

18 m² (196 ft²)

8 A6.30 I

2000 CLEAR

4300

1100 525 CLEAR

D135

EXIT

S130

4300

S135

D131

2018 11 21 2018 09 28 2018 06 28 2018 04 10 2018 04 02 date:

2205

2915

9 A6.30

S131

2090

D132

7 5 4 3 2 #

2210

S132

4055

D133

1555 CLEAR

S133

4185

E A6.01

D134

2000

S134

W22

1805

1000

DE120

4205

3500

Zoning: DE-H/S-1301 Municipal File No.: DA-17-196 scale:

1 : 100

drawn by:

MN, GN, BM, JC, VM

reviewed by:

PG, GG

job number:

17017

plot date:

2019 05 03

drawing number:

A2.11

A5.00 1

6600

2000

2600

2000

6600

8600

4300

architects

12100

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

11150

2000

RLNG-1

A PROPOSED SIDEWALK

G/R BIN ENCLOSURE 301.5

CG-V

LOUNGE 162

PALLIATIVE CARE SUITE S164

PALLIATIVE CARE SUITE S166

PALLIATIVE CARE SUITE S168

PALLIATIVE CARE SUITE S170

PALLIATIVE CARE SUITE S172

PALLIATIVE CARE SUITE S174

TRUE NORTH

BLRD-1

EXIT STAIR B ES-B-1

6600 BLRD-1 MW162

EXIT

CG-V

EXIT

CONC

BLRD-1 MW-PC-E1

MW-PC-E1

400

HO CG-V

CG-V

CG-MTL

FEC-R CG-V HDRL

CG-V

CORRIDOR C160

CONC

CG-MTL

DFP

ELEC / IT E145

STORAGE 161.1

MW161

CONC

ESD

CG-V

WB-C

CG-MTL

4000

CG-MTL

WC-1 BLOCKING

BLOCKING

CONC

90 GAL BIN

8600

90 GAL BIN

DFP

HSKPG CL 142

DFP

LINEN CHUTE 141.1

CONC

NSEF

S-07

CG-V

WC-1

CG-V

S-01

HSKPG CL 153

CG-V

PHYSIO GYM 171

CONC

HDRL

8600

CONC

NSEF

MW175.2

NSEF

CONC

NSEF

CONC

CENTRAL KITCHEN 185

P23

DFP

MI-5

PEDICURE CG-V 175.4

ELEC E185

LVT

ESD

CONC

GENERAL NOTE: 1. FLOOR PLANS TO BE READ IN CONJUNCTION WITH MECHANICAL, STRUCTURAL, CIVIL, ELECTRICAL, & LANDSCAPE DRAWINGS.

PS-RB

P21

PS-RB

DFP

MW180a

CONC S-06

RLNG-1

OUTLINE OF MW180E ABOVE

CG-V

MW180f

OUTLINE OF DINING CANOPY ABOVE

MW181

S-10

P22

RLNG-1

CONC

P20

PS-RB

CITY OF HAMILTON TYPICAL PARKING SPACE

CITY OF HAMILTON BARRIER-FREE PARKING SPACE

3000

MW180d

DINING ROOM (PRIVATE) 181

CG-V

LVT MI-3b

SALON RECEPTION 175.1

201

PROPOSED BUILDING / SERVICE EXIT

CG-MTL

DINING ROOM (MAIN) 180

CONC

PATIO - DINING P180

MANICURE 175.3

WD-T

LVT

1400 4400

MW180c

CG-V

PS-RB

ELEC-KT

MW175.3 CONC

PROPOSED BUILDING / SERVICE ENTRY PROPOSED SITE ENTRY

DFP

CG-V

201

CONC

CG-MTL

MW180f

CG-V CG-V

CG-MTL

WC (TYPE 2) 182

FD S-01

CG-V EFP

CG-MTL

MI-5

ELEVATOR - L1 EL-L1

DRY STORAGE 185.4

NON-FOOD STORAGE 185.5

CG-MTL

DFP

CG-V

CONC

CG-MTL

MW175.4

WC-1

CG-V CG-V

ELEVATION HEIGHT FROM BUILDING DATUM

CG-MTL

DISHWASHING 185.1

S-10

SALON 175.2

CONC

ELEVATION HEIGHT FROM SITE DATUM

WB-C

CONC

DFP

DFP EFP

OFFICE 185.6

CG-MTL

CG-V

S-08

CG-MTL

MW175.5

CG-V

NSEF

MI-5 RB

FEC-R

MW175.6

S-09 WB-C

Ø1700 BARRIER FREE TURNING CIRCLE

CG-MTL

VWC - LEAVES

CONC

NSEF

WB-C

HAIR WASH 175.5

S10-1 - Fh

PALLIATIVE CARE SUITE S150

DFP

COOLER (WALK-IN) 185.2

CG-V

TL DN

DFP

LVT

CG-V

DFP

WB-C

CONC

SERVICE CORRIDOR C140 NSEF

DFP

CONC

SPA ROOM A 175.6

CONC

WC (TYPE 2) 171.5

WB-C

SOILED LINEN 141 FD

Ø1500 BARRIER FREE TURNING CIRCLE

DFP

WB-C

FREEZER (WALK-IN) 185.3

MW175.7

ø 17 00

CONC

F-PW

CG-V

CG-MTL

DFP

CLEAN LINEN 161.4

CG-V

DFP

CONC

RSF

CG-MTL

90 GAL BIN

PALLIATIVE CARE SUITE S152

CONC

FBF

CONC

CPT

CONC

NSEF

SPA ROOM B 175.7

DFP

S-08

90 GAL BIN

G/R CHUTE RM 140 QUIET ROOM 159

WB-C

STORAGE 171.4

CONC

90 GAL BIN

S-08

WB-C

CG-MTL 90 GAL BIN

CONC

ø 15 00

CG-MTL

DFP 90 GAL BIN

PHYSIO EXAM 3 171.3

PHYSIO EXAM 2 171.2

EQPT STORAGE 144

MW161.3

PALLIATIVE CARE SUITE S154

DFP

CG-MTL

CG-V DFP

CONC

WB-C

MED ROOM 161.3

CONC

CPT

S-01

WC (TYPE 1) 161.2

MEETING ROOM 157

HSKPG CL 146.2

CG-MTL

PHYSIO EXAM 1 171.1

PALLIATIVE CARE SUITE S156

DFP

WB-C

CG-MTL

NURSES STATION 161 TL CONC

CONC

200

CG-MTL DFP

WB-C

CONC

CG-MTL

NSEF

SERVICE CORRIDOR C140

CG-MTL

SHIPPING / RECEIVING 146 PG-S

CG-MTL

DC CG-V

DFP

CG-MTL

WB-C

CONC

CG-V

WB-C

CG-MTL

WB-C

RSF

FE DFP

CG-MTL

DFP CG-MTL BIN HOLDING WB-C

146.1

DFP

200

PROPOSED GRAVEL PATHWAY

A7.41

CONC

RSF

HDRL

CG-V

4600

HDRL

PALLIATIVE CARE SUITE S158

HDRL

DFP

CG-MTL

CL CL

WB-C

CORRIDOR C150

MW-PC-E1

300

MW-PC-E1

FEC-R

RSF

BLRD-1

CPT-TR CONC

BLRD-1

4600

CPT

ENCLOSED SPACES

DEMARCATED AREA FOR CIRUCLATION

BINS EXIT

SHIPPING / RECEIVING ENTRY

4000

CG-V

PUBLIC MOVEMENT / CIRCULATION ROUTE

8600

2000

PALLIATIVE CARE SUITE S160

REQUIRED LOADING AREA (18.0m x 3.7m x 4.3m)

500 L

BLRD-1

REQUIRED LOADING AREA (18.0m x 3.7m x 4.3m)

2000

CG-V

PROPOSED FLOOR PLAN LEGEND

FROST SLAB BELOW

200

6600

PATIO ACCESS

PROJECT NORTH

6000

RLNG-1

CONC

WD-T

CONC

8600

2750

A5.01 PATIO - PALLIATIVE P150

CONC

CG-V

A5.01

EXIT STAIR A ES-A-1

PROPOSED GRAVEL PATHWAY

ELEVATOR LOBBY 107

CG-V

LVT

RLNG-3

CONC

CG-V CG-V

A6.40

1.90 m

OUTLINE OF MW180E ABOVE LVT

CONC

FEC-R

CG-V

OPEN TO BELOW

MW-C105

LVT-TR

RLNG-2

CONC

CORRIDOR C105

OPEN TO BELOW

RLNG-2

RLNG-1

GREEN WALL ASSEMBLY

LVT-TR

MW101A

RECEPTION 101.1

CONC

CPT

LOBBY LOUNGE 101.2

OUTLINE OF ENTRY CANOPY ABOVE

LVT-TR

PROPOSED CONCRETE SIDEWALK

PROPOSED PAINTED CROSSWALK

MW101.1

8600

CONC

CG-V

PATIO - LOBBY P101

LOBBY 101

VESTIBULE 100 GRD-V CONC

CG-V

MW105

CG-V

CONC

CG-V

GRD-V CONC

CG-V

CONC

CG-V

CONC

BISTRO 105

S-04

MW100

LVT-TR CG-V

CG-V

VESTIBULE 106

CACF 102

VIDEO WALL

LVT-TR

CONC

CPT

CG-V

CONC

CG-V

CONC

S-01

RLNG-1

BISTRO STORAGE 105.2

MW105.1

CONC

CG-V

CONC

WC (TYPE 2) 104

WC-1

CANOPY ABOVE

MW-C120.1

S-01

WC (TYPE 3) 103 TL

SEATING C120.1

FROST SLAB BELOW

CONC

RLNG-1

MULTI-PURPOSE RM 111 LVT

CONC

CHAPEL 110

CONC

LVT

P18

P19

PS-RB

PROPOSED PAINTED CROSSWALK

CONC

5450

8600

STORAGE 110.3

BF-02

CURB CUT @ DROP-OFF

CG-V

Fx CG-V

4300

CG-V

BISTRO PREP 105.1

CORRIDOR C120 LVT

5450

8600

4300

CG-V

PROPOSED CONCRETE SIDEWALK

CONC

MW110A

STORAGE 111.1 CONC

LVT CG-V

MW110B

WC-1

CG-V

SACRISTY 110.1

TREATMENT RM 120.2 LVT

WAITING AREA 120

8600

LVT

CPT

OFFICE - FINANCIAL 133

CONC

CPT

CONC

OFFICE - GENERAL 132 CPT

OFFICE - GENERAL 131

CONC

LVT

CLOSET 130.1

CONC

LVT

CONC

DOCTOR'S OFFICE 120.1

CONC

CPT

CORRIDOR C130

CONC

S-01

MW120.1

ADMIN OFFICE 134

CONC

MW120.2

MW110.1

FEC-R

8600

CLOSET 110.2

WC (TYPE 2) 120.3

CG-V

G 1200

CG-V CG-V

CG-V

CONC

CPT

7 5 2 #

CONC

CG-V

4300

OFFICE (DIR) 135 CPT

CONC

CPT

TKB

MW130.2 CG-V

WC (TYPE 1) 135.1 S-01

WC-1

CONC

KITCHENETTE A7.41 8 130.2

COPIER

TKB

PRINT 130.3

CPT

MEETING ROOM 137

MW137

CPT

CONC

PROPOSED CONCRETE SIDEWALK

CG-V CG-V

4300

EXIT STAIR C ES-C-1

ELEC E130

CONC

G G G by:

ELISABETH HOUSE - RESIDENTIAL CARE FACILITY

OPEN OFFICE 138

CORRIDOR C130

CPT

CG-V

CONC

PROPOSED LOCATION OF STORMWATER RETENTION TANK

300

CPT

CONC

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

CONC

4300

ESD

NOT FOR CONSTRUCTION

CONC

CG-V

RLNG-4

Issued for Coordination Issued for Building Permit (Draft) Issued for Class B Costing revision:

CG-V

MW-C130

WC-1

CONC

S-01

4300

CONC

2000

2018 11 21 2018 09 28 2018 04 02 date:

H WC (TYPE 1) 136

CG-V

365

A6.40

RLNG-1

CG-V

400 RYMAL ROAD WEST, HAMILTON, ON L9B 1B8

LEVEL 1 - FIXTURE & EQUIPMENT PLAN

TOP OF TANK ELEV = 231.650 PROPOSED SIDEW ALK

6600

2000

2600

2000

6600

scale:

1 : 100

drawn by:

MN, GN, BM, JC, VM

reviewed by:

PG, GG

job number:

17017

plot date:

2019 05 03

drawing number:

A2.21

ALWAYS EQUAL ABOVE AND BELOW WINDOWS

PANELS ALWAYS EQUAL BETWEEN MTL & EDGE OF WINDOW

MAX 1200mm FOR PANEL SIZES - 10mm GAP BETWEEN PANELS

EQ CL

VARIOUS CL

VARIOUS EQ EQ CL

EQ EQ CL

VARIOUS CL

EQ EQ CL

PANELS ALWAYS EQUAL BETWEEN MTL STRIPS

architects

EQ EQ CL

VARIOUS CL

2100

VARIOUS

2100

VARIOUS CL

VARIOUS

SCPR-01

12250 PARAPET 1 TOC

11780 ROOF

W02

PERFORTED MESH PANEL FIXED ON VERTICAL HATBARS

PANELS ALWAYS FROM TOP OF SPANDREL PANEL TO BOTTOM OF SPANDEL PANEL

10mm GAPS BETWEEN PANELS

LEVEL 3

1410

7980

MTL STUD

FC-01 - FIBRE C PANEL AS PER MANUFACTURER SPEC.

7980 LEVEL 3

HORISONTAL Z-GIRT AS PER MANUFACTURER SPEC. PANELS ALWAYS FROM BOTTOM OF SPANDREL PANEL TO BOTTOM OF WINDOW

2205

MAX 1220mm

1055

1060

CONCRETE COLUMN. REFER TO STRUCTURAL DRAWINGS

CORNER PROFILE AS PER SPEC

PANELS ALWAYS FROM TOP OF WINDOW TO TOP OF SPANDEL PANEL

2205 CL

Z-GIRTS LAYOUT - AS PER SPECIFICATION

W02

660

W02

MAX 1220mm

660

ROOF

MAX 1220mm

1055

HAT BAR INSTALLED AS PER MANUFACTUER SPEC.

11780

PANELS ALWAYS FROM TOP OF PARAPET TO TOP OF WINDOW

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

SCUPPER ALWAYS INSTALLED ON A MLT STRIP LINE

190

PARAPET 1 TOC

MAX 1220mm

765 765

VARIOUS

12250

SCPR-01

1620

PANELS ALWAYS EQUAL BETWEEN MTL & EDGE OF WINDOW

10mm GAPS BETWEEN PANELS

MAX 600cc BETWEEN INTERMEDIATE SUPPORT PROFILES EQ

295

F6-01 INTERIOR FURRING WALL

CL CL

4370

LEVEL 2

1515

MAX 1220mm

715

PANELS ALWAYS FROM BOTTOM OF WINDOW PANEL TO BOTTOM EDGE

W01

LEVEL 1

DE-ES-C-0

BUILDING EXIT

TYPICAL EQUITONE FACADE SUBSTRUCTURE LAYOUT

W22

3215 32 BRICK COURSES

W01

HORISONTAL Z-GIRT AS PER MANUFACTURER SPEC.

1810 27 BRICK COURSES

DE-ES-C-0

48 BRICK COURSES

3215

W01

1810 27 BRICK COURSES

W22

FC-01 - FIBRE C PANEL AS PER MANUFACTURER SPEC.

MLT SHADOW LINE AS PER DETAIL

W01

RIGID INSULATION

1 : 50

BUILDING EXIT

TYPICAL EQUITONE FACADE DESIGN INTENT

PERFORATED METAL REVEAL AXO

1 : 50

1 H HORISONTAL BRICK COURSE 10mm MORTAR JOINT

MAX 1250 40

MAX 600

190 PERFORATED MESH

2090 FULL COURSE

VARIOUS

1000 FULL COURSE

VARIOUS FULL COURSE

2090 FULL COURSE

FULL COURSE NOT REQUIRED WHEN HITTING EDGE OF BUILDING

FC-1 EW-1A(45) EMS FC-1 EMS

EW-1A

470 MAX 600

MAX 400

535 8 COURSES

48 BRICK COURSES

MAX 300

400

185

MAX 300

100

RETURN BRICK DETAIL

MIN 160

W01 BR-1 EMS

EW-5

150

2145 32 COURSES

W22

W01

120

BRICK COURSE 10mm MORTAR JOINTS

220

PERFORATED MESH

190

40 BRICK COURSES W01

SILL DETAIL

535 8 COURSES

F2-1

280

MIN 160

- Fh

F6-1

0 LEVEL 1

MAX 400

8 BRICK COURSES 0 1 EL LEV

VARIOUS ALWAYS FULL COURSE

0 -30 VEL 1 LE U/S

FW-2

CMU-2 CONC-1

0 BRICK COURSES

PERFORATED MESH

40 FC-1 EMS

190

EW-1A

- Fh

CONCRETE MASONRY BLOCK

-24

FW-4

4 4 A6.31

TYPICAL BRICKWORK ELEVATION DESIGN INTENT

1 : 25

CONC

LVL1 - BRICK COURSE AXO

2210 HORISONTAL BRICK COURSE - ALWAYS 11 BETWEEM BEDROOM WINDOWS

Sim 10

190

EXTERIOR 1

190

EW-5 (45)

BR-1 EMS

190

7 5 #

2018 11 21 2018 09 28 date:

Issued for Coordination Issued for Building Permit (Draft) revision:

G G by:

W01

215

W01

NOT FOR CONSTRUCTION 185

W01

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

ELISABETH HOUSE - RESIDENTIAL CARE FACILITY 400 RYMAL ROAD WEST, HAMILTON, ON L9B 1B8

100

EXTERIOR ENVELOPE - DESIGN INTENT

1 F6-1

LEVEL 2 - EXTERIOR CLADDING INTENT PLAN 1:5

INTERIOR

LVL 1 - Typical Horizontal Brick Course Detail - Between Bedroom Windows 1:5

F6-1

INTERIOR scale:

As indicated

drawn by:

MN, GN, BM, JC, VM

reviewed by:

PG, GG

job number:

17017

plot date:

2019 05 03

drawing number:

A6.40

AREA SCHEDULE

UNIQUE TILE AREA SCHEDULE

C ss Ø uPV 110mm v in duct v w with 2 panel. ccess with a

1,717

Scullery

6.68

Concrete Tile - 800x800

Studio

11.08

Concrete Tile - 800x800

Main Bedroom

17.65

Concrete Tile - 800x800

En-suite

5.47

Concrete Tile - 800x800

Guest WC

2.20

Concrete Tile - 800x800

Garage

35.11

Screed

Entertainment Patio

18.72

Brick - Stack Bond

Service Yard

7.27

Brick - Stack Bond

ELECTRICAL CONNECTION

Water Connection: Confrim location / depth on site.

F: Screed UFFL: ±0.0 A: 35 m2

Vehicular Entrance NO OBSTRUCTION

BOUNDARY LINE

WARRELKLIP STREET

BOUNDARY LINE

p step u 85mm

A600

movement joint

Garage

700x700mm Concrete Stepping stones on crushed gravel.

Water to be drained away from house. Slope Driveway.

concrete beam above to eng. specification and detail.

2H Fire

Built in lintel counter. see details.

2H Fire Wall

85mm step up

1,471

Paving Note: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 25mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

Water to be drained away from house. Slope Driveway.

D-16 A604

750 270

85mm step up

2,000

700

270

5,950 6,490

Existing Wall Height = 1200mm

A500

Paving Note: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 50mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

Built in Wood Braai Place. Detail to follow.

2,000

RWDP

A600

1,091 220

Concrete Tile - 800x800

RWDP

movement joint

line of STRUCTURAL beam above

Wall

t ent join movem

above

slab line of

d beam upstan line of

und t on gro ent join m e v o m above

d tv stan built-in et in b a c t ent join movem

built-in le d tab plywoo

27.74

D-21 A601

6,387 4,880

built-in le d tab plywoo

Lounge

2 x 110mm diameter sleeves @ 500mm invert level.

5,848

millwork built-in with table drawers

758

BUILDING LINE

water tap

GD-01

Existing Wall Height = 1200mm R 1, 27 5

Concrete Tile - 800x800

269

BOUNDARY LINE

ove ng ab overha Line of

2,632

105

Gumpole Columns for Patio Pergola. See Pergola details.

1,343

7,551

Plaster & Painted Chimney as per detail & SANS 10400 part V

4,193

ck ted bri

235

NCE r ENTRA Plante Raised 150mm

Wall 2H Fire

1,395

F: Bricks FFL: -0.85

11.89

Gumpole Columns for Patio Pergola. See Pergola details.

Line of

W-08

220

pain

220

A500

p step u ve 85mm ng abo a rh e ov

W-04 ED-01

762

ve w abo windo

DETA SHELF

220

Entertainment Patio

BUILDING LINE

center

Stairs F: Tiles

350 BUILT IN

1,273

350 FIR

1,4 40

2,580

1,045

1,520 k

918

900

Kitchen

270

WC-02

220

1,060

270

1,185

R 630

ERF 199

4,055 4,055

,095 220 1

table retrac ty gate ri u c e s t e k poc

80°

W-02

movement joint

ED-05

Concrete Tile - 800x800

Municipal Sewer Connection: Confrim location / depth on site.

110

220

930

Existing Wall Height = 1200mm

BOUNDARY LINE

R 155

bric

23.40

Water Connection

e ll abov line wa

814

W-02

d inte

Surface

Dining

CONCRETE LINTEL STAIR NOTE: Treads: 280mm (min 250mm) Risers: 170mm (max 200mm

RWDP

1,132

270 270

ncrete ed co reinforc s per eng. n. a colum il. nd deta a spec

ncrete ed co reinforc as per eng. n. il. colum nd deta e sp c a

p step u 85mm

17,183

1,500 5,160

D-10 A603

wine built in s per a rack detail. 110

500

2,245

F: Tiles ±0.0 UFFL : 2 A: 23 m

220

1,975 270

110

270

W-03

915

1,450 1,905

220

R 568

Dining

R 341

R 340

1,005

900

R 155

890

110 450

W-02

840

D-18 A601

D-12 A604

220

p step u 170mm

tap water

ce: Fire Pla Built in il ta e d ce Firepla w to follo

584

ED-04

F: Tiles ±0.0 UFFL: 2 A: 28 m

te concre itchen Built-in nd . K la Is . n follow Kitche tail to e d n ig s des shelve timber Built-in

Terracotta (CTM)

R 155

d brick painte and rail unted h wall mo

01 ID-

insert wood etail. g to d shelvin

3,565

ck Skin Bri Single od o w ly rp wall fo ort p p su table

610

1,780 1,305

774

l shelve t-in linte 1,410

220

4,340

Loung

water ctions conne

Buil 25 220 2

ID-02

BIC-03 1,090

115

1,160

ID-03

1,325

110

D-11 A603

595

110

3,065 4,080

2,870

all. gs in w Openin tion on a v See ele A603.

300

F: Tiles +0.0 : UFFL 2 A: 18 m

415

3,750

1,265

Mai

Skin Single all for Brick w d plywoo le b ta rt suppo

3,950

220

F: Tiles ±0.0 UFFL: 2 A: 7 m

900

110

BIC-02

2,695

500 6,870

oom n Bedr

896

110

220

270

W-03

1,855

t ent join movem

440

F: Tiles ±0.0 2 A: 2 m

ry Sculle

R 200

t ent join movem

5,170

F: Tiles ±0.0 UFFL: 2 A: 11 m

BIC-02

991

2,535 1,980

t ent join movem

1,610

ht m heig 1190m stered pla / glass wall w n top. o n io partit

F: Tiles ±0.0 UFFL: 2 m 2 1 : A

D-07 A602

Studio

895

F: Tiles ±0.0 UFFL: 2 A: 5 m

Kitche

Ø 50mm pipe e st a w uPVC

+10m²

Area (m2)

2 HWB-0

S-01

220

2,140

En-Sui

2,470

2,120

D-08 A602

ve by Gas Sto Client

PS-01

BIC-01

ID-03

1,980

1,115

RWDP

te concre Built-in r top te n u o c

te concre Built-in r top counte

BIC-01

110

270

1,153

1,832

110

ED-04

1 HWB-0

WC-01

W-02

C Ø uPV 50mm pipe waste

A500

tap water

W-01A

step 170mm

ts cabine Upper

ED-03

1,244

C ss Ø uPV 110mm v in duct v with 2w ss panel. R 155 cce with a

R 155

p step u 170mm

110

Ø 50mm pipe waste uPVC

110

ith flush w r to be e. o st o a fl r w Showe r with fall to ed by oo fl im fr m n o bathro nish to be co tion. installa Final fi rior to p t c e archit client/

1,550 CE

r heat vent fo on ti c a extr

Stairs (inc Risers)

Zone Name

WC Guest

ste 170mm

200 x 200 Mosaic (CTM)

D-05 A601

C Ø uPV 50mm pipe waste

p step u 170mm

+4m²

Zone Number

110mmØ HDPE Existing water line

3,815

W-01 tap water G Gulley

W-01 CE duct

ED-02

270

160

270

900

1,500

1,265

mbing for plu stack

ks F: Bric 0 0 .1 0 FFL:-

775

1,291

1,485

R: GEYSE ounted Wall m Gas rough pass th boiler. geyser/

1,545

d 1:60 an OTE: fall of PIPE N 0mm h min. 5 it 4 w SEWER rt id e be la in inv pipe to onnection. M sewer c uPVC icipal n Ø u m m m 0 to 110 ll of 1:4 max. fa

2,800

795

2,406

BUILDING LINE 0mm ard 330x34 Y e c i lanel v p r s Se Acces

2,155

900

220

2,915

895

900

00 9CE

1,080

110

1,520

110 1,819

110

270

220

,030 110 1

220

2,122

220

2,630

Wall Height = 1200mm 23,640

1,500

220 1,780

4,890

2,296

4,380

EXISTING OPENING IN WALL. TO BE FITTED WITH TIMBER GATE.

e pipe C wast trap Ø uPV ith w y 50mm lle r gu to ente

Existing Wall Height = 1200mm

945 725

A500

BUILDING LINE

188

2 x 19kg gas bottles to be caged according to SANS 10087.

Kitchen & Entrance

270

1,645

ove wall ab line of

BOUNDARY LINE Gas line to run in sleeves in 100mm slab

Surface

Adjacent Property Note: Adjacent Building built onto Boundary Line. A500

Area (m²)

DRIVEWAY

ERF 196

line of STRUCTURAL beam above

Zone Name

ERF 198

N GROUND FLOOR PLAN

1:50

DRAWING HISTORY:

REV. ID

PROJECT:

REVISION DISCRIPTION

ISSUE DATE

Construction Drawings

1/26/2021

Construction Drawings

3/10/2021

Construction Drawings

4/8/2021

Construction Drawings

5/9/2021

GSPublisherVersion 0.0.100.36

House Paternoster ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

ARCHITECTS STAMP:

ARCHITECTS OF RECORD: Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 21290 Tel: +27 72 478 1812

DESIGN ARCHITECTS:

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

GROUND FLOOR PLAN

SACAP REG:

PROJECT STATUS:

Occupancy Class: H4

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. Graeme Noeth WEB

+1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:50, 1:1

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

5/9/2021

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

SHEET NO:

A200

Safintra 0.80mm thick, AZ150 Zincal® Classicorr Corrugated roof sheeting, crest-fixed to intermediate timber purlins at 1200mm centres and ridge and eave purlins at 900mm centres, with #12 x 65mm timberfix Fixtite® or Safintra approved hex head self-drilling fasteners. Sheets to be fixed with three fasteners per sheet on intermediate purlins and five fasteners per sheet on ridge and eave purlins. PITCH: 30deg. COLOUR: Charcoal. Safintra 0.80mm thick, AZ150 Zincal® Classicorr Corrugated roof sheeting, crest-fixed to intermediate timber purlins at 1200mm centres and ridge and eave purlins at 900mm centres, with #12 x 65mm timberfix Fixtite® or Safintra approved hex head self-drilling fasteners. Sheets to be fixed with three fasteners per sheet on intermediate purlins and five fasteners per sheet on ridge and eave purlins. PITCH: 30deg. COLOUR: Charcoal.

Trusses to line up with side of walls

STUDIO

LOUNGE

Plaster & Paint

tile finish

+2,461

255mm reinforced concrete slab to eng. spec with rhinolite plaster and paint finish.

Slip Joint

2,950

Brick Arch

Existing Boundary wall. Foundation depth to be confirmed on site.

ED-04

ED-03

ED-02

KITCHEN

3,480

13 11

Exposed Brick & Paint

255

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

10 9

tile finish

ID-02

+1,360

Plaster & Paint

6 5 4

VOID BELOW

Weep holes @ MAX 660mm apart.

tile finish

DPC

+2,465 U/S FIRST FLOOR

CONCRETE LINTOL STAIR NOTE:

±0.0 0 GROUND FLOOR

170

SEE DETAIL

WC-01

+2,720.0 1 FIRST FLOOR

2,200

W-02

2,465

ED-04

HWB-01

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

W-01

Plaster & Paint

W-01A

STAIRS

Plaster & Paint top brick to be slanted. follow balustrade angle

V-Joint

SCULLERY

ROOF NOTE 20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on geocomposite Kaytech DimpleDrain on "Derbigum SP4" or similar approved torch-on DPM waterproofing membrane by approved applicator on 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated on, 40mm thick ISO Board Insulation with T&G profile on , on 170mm thick concrete slab.

1,385

EN-SUITE Plaster & Paint

ROOF NOTE: 20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on geocomposite Kaytech DimpleDrain on "Derbigum SP4" or similar approved torch-on DPM waterproofing membrane by approved applicator on 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated on, 40mm thick ISO Board Insulation with T&G profile on , on 170mm thick concrete slab.

W-07

W-05

Plaster & Paint

259

Precast Concrete Lintol.

HWB-03

Rhinolite plaster and paint finish below.

WC-02

FLOOR NOTE: Tile finish as per architects spec and approval on 25mm Cement Screed on 255mm r/c concrete slab.

V-Joint on both sides

Trusses to line up with side of walls

W-06

+4,845

1,334

Rhinolite plaster and paint finish.

Slip Joint

2,550

255

Plaster & Paint

V-Joint

+2,975

+5,015 V-Joint

GUEST BATHROOM

BEDROOM 02

concrete roof note

+3,145

+5,270

concrete roof note

SH-02

Waterproof Counter-Flashing to be installed according to specialist

228x38mm SA Pine Closure board fixed between trusses.

+3,400

170

+2,720.0 1 FIRST FLOOR

brick to ceiling

228x38mm SA Pine Closure board fixed between trusses.

20-25mm Diameter Timber Latts @ 35mm c/c approx and fixed between SA Pine Trusses

Water proof top and sides brick upstands with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume to a slurry and apply two coats of "Cemcrete Permastop" with an overcoating time of 30 minutes,all in accordance with manufacturer`s recommendations.

1,075

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

50mm Thick Isoboard thermal insulation, screwed to fixing battens

SA Pine Timber Rafter, according to Engineer's Specifications @1050mm c/c. See Roof Plan for detailed layout. Colour: Painted White

D-02 A600

D-03 A600

Trusses to line up with side of walls

365

50mm Thick Isoboard thermal insulation, screwed to fixing battens

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

tile finish

±0.0 UFFL 0 GROUND FLOOR

DPC

NGL

NGL Reinforced Thickend Conrete Foudnation To Eng. Spec and Detail

Weep holes @ MAX 660mm apart.

First 6 Steps to be constructed with Concrete Bricks. To Eng. Spec and detail.

SURFACE SLAB NOTE: Final Tile finish as per Architects spec. & Client approval on 25mm Cement Screed on 100mm r/f Concrete Surface bed on .375 Damp Proof Membrane on 150mm layers min. Compact Fill on 75-100mm Sand Binding Layer. (Soil to be treated with pest/termite protection liquid/layer)

Reinforced Strip Foundation to Eng. Spec and Detail

Reinforced Concrete Strip Foundation to Eng. Spec & Detail

D-17 A601

Reinforced Strip Foundation to Eng. Spec and Detail

SECTION C-C

A-FRAME TRUSS 228 x 50mm SA PINE A-Frame with raised TIE BEAM Truss as per Engineer spec. & Approval @ dimensions indicated. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down. Final Finish to be confirmed by client and architect

HEIGHT RELAXATION +7,445

935 tile finish

75mm Reinforced Concrete lintel

Slip Joint

Rhinolite plaster and paint finish below. water tap site access door

Slip Joint

garage / roof beyond Clear Polycarbonate Sheeting fixed to Timber with cleats at minimum 1deg.

DPC

FLOOR NOTE: Tile finish as per architects spec and approval on 25mm Cement Screed on 255mm r/c concrete slab.

SCULLERY

DINING

Plaster & Paint

Painted Brick

+2,465

Built-in braai

ED-02

BIC

entrance door

wine rack

lintel shelves

cabinet

tile finish

DPC

±0.0 UFFL 0 GROUND FLOOR

brick patio floor

Reinforced Strip Foundation to Eng. Spec and Detail

Weep holes @ MAX 660mm apart above openings.

20mm Dia Timber lattice ceiling fixed between rafters against ISO Board.

75mm Reinforced Concrete Lintel Rhinolite plaster and paint finish below.

ED-04

38x114mm SA Pine wall plate

DINING

KITCHEN scullery behind

ED-01

wine rack

entrance door kitchen counter

lintel shelves

tile finish

Existing Boundary Wall

DPC NGL

+2,465 U/S FIRST FLOOR

75mm Reinforced Concrete Lintel

W-02 lintel shelves

cabinet

tile finish

Timber Patio Canopy. See Detail on A605

Weep holes @ MAX 660mm apart above openings.

Plaster & Paint

service yard wall

U/S WALL PLATE +3,060 +2,720.0 1 FIRST FLOOR

228x38mm SA Pine Closure board fixed between trusses.

W-08

R 450

±0.0 0 GROUND FLOOR

NGL

D-15 A604

v-joint

D-04 A600

Weephole for drainage.

NGL

Reinforced Strip Foundation to Eng. Spec and Detail

ANTI-ROOT PROTECTION WATERPROOFING like INDEX DEFEND ANTI-ROOT P from ABE chemicals or similar approved product by specialist on both sides of the planter.

Existing Boundary wall. Foundation depth to be confirmed on site.

Two-coat plaster system to all internal walls to a smooth and even finish.

38x114mm SA Pine wall plate

Counter-Flashing installed at plaster & waterproofing joint.

lintel shelves

900

EG-01

D-13 A603

ED-01

+2,465 U/S FIRST FLOOR

U/S FIRST FLOOR

Built-in lintel shelves to be plastered and painted

228x38mm SA Pine Closure board fixed between trusses.

+3,060 +2,720.0 1 FIRST FLOOR

+2,720.0 1 FIRST FLOOR STRUCTURAL DOWNSTAND BEAM to ENG. Specification and detail.

Braai Chimney Flue : Chimney as per detail & SANS 10400 part V. Details to follow.

U/S WALL PLATE

Timber Patio Canopy. See Detail on A605

W-08

+5,250 FIRST FLOOR ROOF APEX

30°

1,200

W-06

Plaster & Paint

Braai Chimney Flue: Chimney as per detail & SANS 10400 part V. Details to follow.

D-01 A600

SECOND FLOOR ROOF APEX

Chimney Flue: Chimney as per detail & SANS 10400 part V. Details to follow.

2,189

STUDIO

Ridge Cap to be waterproofed and done by specialist

50mm Thick Isoboard thermal insulation, screwed to fixing battens

340

BIC

+7,000 MAX

Wood floated plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

Safintra 0,8mm thick, 889mm cover Fluteline profiled Zincal® AZ150 Roof Sheeting, fixed to timber purlins at 2500mm centres and eaves and ridge purlins at 2200mm centres. COLOUR: Charcoal.

170

2,720

BIC

+5,250 FIRST FLOOR ROOF APEX

+5,270 U/S WALL PLATE

75mm Reinforced Concrete Lintol

Plaster & Paint

Weep holes @ MAX 660mm apart above openings.

2,550

Weep holes @ MAX 660mm apart above openings.

GUEST BATHROOM

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

5,445

38x114mm SA Pine wall plate

75mm Reinforced Concrete Lintel

Glazed Shower Partition

1,025 UFFL ±0.0 0 GROUND FLOOR

1,750

228x38mm SA Pine Closure board fixed between trusses.

Existing Boundary wall. Foundation depth to be confirmed on site.

SECOND FLOOR ROOF APEX

50mm Thick Isoboard thermal insulation, screwed to fixing battens

935mm high Plastered wall

+2,465 U/S FIRST FLOOR

MAX+7,000

175

Wood floated plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

+5,270 U/S WALL PLATE

+2,720.0 1 FIRST FLOOR

+7,000 MAX

30°

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

30°

2,550

1,730

MAX +7,000

+7,859 TOP OF GABLE

+7,445 HEIGHT RELAXATION SECOND FLOOR ROOF APEX

445

SECOND FLOOR ROOF APEX

+7,859 TOP OF GABLE

910

228 x 50mm SA PINE Ridge Beam as per engineer specification and detail.

859

Ridge Cap to be waterproofed and done by specialist

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

1:50

±0.0 UFFL 0 GROUND FLOOR NGL

Waterproofing system on 30mm compacted sand on wetted and compacted hard core filling in layer of 150mm

SURFACE SLAB NOTE:

Reinforced Strip Foundation to Eng. Spec and Detail

Final Tile finish as per Architects spec. & Client approval on 25mm Cement Screed on 100mm r/f Concrete Surface bed on .375 Damp Proof Membrane on 150mm layers min. Compact Fill on 75-100mm Sand Binding Layer. (Soil to be treated with pest/termite protection liquid/layer)

Reinforced Strip Foundation to Eng. Spec and Detail

SECTION A-A

SECTION B-B

1:50

DRAWING HISTORY:

REV. ID

PROJECT:

REVISION DISCRIPTION

ISSUE DATE

Construction Drawings

1/26/2021

Construction Drawings

3/10/2021

Construction Drawings

4/8/2021

Construction Drawings

5/9/2021

GSPublisherVersion 0.0.100.36

House Paternoster ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

ARCHITECTS STAMP:

ARCHITECTS OF RECORD: Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 21290 Tel: +27 72 478 1812

DESIGN ARCHITECTS:

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

BUILDING SECTIONS

SACAP REG:

PROJECT STATUS:

Occupancy Class: H4

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. Graeme Noeth WEB

+1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:50

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

5/9/2021

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

SHEET NO:

A400

INSULATION: mm Alucushion® / Bubblefoil® FR (Fire Retardant) - white polyethylene coated single sided aluminium foil insulation Code 2906 as supplied by Alucushion® Thermal Insulation (Pty) Ltd. Laid taut over purlins and fixed concurrent with roof covering; overlapped longitudinally by 100mm; on and including white PVC coated straining wire spaced at 383mm centres; all in strict accordance with the manufacturers specifications

U/S CONCRETE SLAB

V-Joint

+2,975 Rhinolite plaster and paint finish below.

DPC - Slip Joint Layer

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

+5,270 U/S WALLPLATE

U/S OF LINTEL

2,550

255

40mm thick ISO BOARD INSULATION with T&G profile

170mm REINFORCED CONCRETE slab to eng. spec with rhinolite plaster and paint finish.

Geocomposite KAYTECH DIMPLEDRAIN Drainage Core

D-03 STAIRCASE FLAT ROOF DETAIL

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

900

925

1:20

V-Joint T/O FLOOR FINISH

5,270

+2,720 T/O FIRST FLOOR SLAB

595

U/S FIRST FLOOR SLAB

+2,125 U/S OF LINTEL

SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

Weep holes @ MAX 660mm apart.

FLOOR NOTE: 25mm Cement Screed on 100mm r/c concrete slab.

±0.0 0 GROUND FLOOR

75-100mm Sand Binding Layer

585

595

+2,435 U/S FIRST FLOOR

Slip Joint

built in SA Pine shelving

Entrance Canopy - See Detail A605 270mm Concrete Brick Cavity Wall w/ 15mm double plaster

ID-01

Weep holes @ MAX 660mm apart. Entrance planter

T/O PLANTER WALL DPC

+255

±0.0 0 GROUND FLOOR

NGL

PLASTER to be min 170mm below NGL

Plaster & Paint

Existing 1200mm high boundary wall

50mm Sand Binding Layer

+2,720.0 1 FIRST FLOOR

entrance door

GARAGE

+3,655

220mm Concrete brick upstand walls. Plaster on both sides.

55mm STEP

STRUCTURAL BEAM

Rhinolite plaster and paint finish below.

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

T/O SURFACE BED

T/O BALUSTRADE WALL

990

FLOOR NOTE: Tile finish as per architects spec and approval on 25mm Cement Screed to slope to fullbores on 200mm r/c concrete slab. (See roof plan)

Slip Joint

220mm Concrete brick upstand walls. Plaster on both sides.

±0 85

+2,465

U/S FIRST FLOOR

150mm layers min. Compact Fill WEEP HOLES as per Engineer Specification & Details

ED - 03

+2,720.0 1 FIRST FLOOR

+25 T/O FLOOR FINISH 100 25

1,180 MAX 1200mm

.375 Damp Proof Membrane installed under Surface slab

1,435

NGL

2,125

100mm REINFORCED CONCRETE Surface Bed

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

850

1,775

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

PATIO

340

SAND CEMENT plaster to fall inward towards planter box

25-40mm SAND CEMENT water proof slurry plaster sill, sloped to exterior. To be painted with appropriate paint system:Primer, Underlay and 2 coats paint.

Plaster & Paint

+3,655

ANTI-ROOT PROTECTION WATERPROOFING like INDEX DEFEND ANTI-ROOT P from ABE chemicals or similar approved product by specialist on both sides of the planter.

FINAL TILE finish as per Architects spec. & Client approval on 25mm CEMENT SCREED.

planter wall behind

T/O BALUSTRADE WALL

6mm Safety Glazing panel in Aluminium window as per window schedule specifications.

2,100

SOIL FILL for herb garden planter

SAND CEMENT plaster to fall inward towards planter box

2,720

W-02

Planter: Planter to be waterproofed and drained by specialist.

Counter-Flashing installed at plaster & waterproofing joint.

200

GUMPOLE Construction Patio Canopy. See Details on A605.

75-100mm Sand Binding Layer

1:20

2,465

REINFORCED CONCRETE DOWNSIDE BEAM to eng. spec and specification. REFER TO LATEST ENGINEER DRAWINGS.

D-02 ENSUITE WALL SECTION DETAIL

Braai Chimney Flue: Chimney as per detail & SANS 10400 part V. Details to follow.

915

75-100mm Sand Binding Layer

Rhinolite plaster and paint finish below.

2,120

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

+2,465 340

150mm layers min. Compact Fill SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

990

255

+2,745 255

255mm REINFORCED CONCRETE slab to eng. spec with rhinolite plaster and paint finish.

180 MIN

100-300mm TOPSOIL comprised of organic materials and native soil, to match surrounding landscape.

WEEP HOLES as per Engineer Specification & Details

U/S CONCRETE SLAB

+35

100

FINISH FLOOR LEVEL ±0 GROUND FLOOR LEVEL

FINAL TILE finish as per Architects spec. & Client approval on 25mm CEMENT SCREED.

T/O CONCRETE SLAB

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

"Derbigum SP4" or similar approved torchon DPM waterproofing membrane by approved applicator

0.250 Micron DAMP PROOF COURSE

.375 Damp Proof Membrane installed under Surface slab

+5,015

DPC - Slip Joint Layer

30mm thick 40MPA wood troweled SCREED with min fall 1:80 to outlet as indicated

25-40mm SAND CEMENT water proof slurry plaster sill, sloped to exterior. To be painted with appropriate paint system:Primer, Underlay and 2 coats paint.

100mm REINFORCED CONCRETE Surface Bed

T/O PARAPET

Rhinolite plaster and paint finish below.

6mm Safety Glazing panel in Aluminium window as per window schedule specifications.

2,125 0.250 Micron DAMP PROOF COURSE to wrap up against brick foundation wall.

+5,270

+4,845

W-06

FINAL TILE finish as per Architects spec. & Client approval on 25mm CEMENT SCREED.

WEEP HOLES @ MAX 660mm apart over window & doors

V-Joint

75mm Reinforced CONCRETE LINTEL over Aluminium Window

170mm REINFORCED CONCRETE slab to eng. spec with rhinolite plaster and paint finish.

Geocomposite KAYTECH DIMPLEDRAIN Drainage Core

parapet behind

WEEP HOLES @ MAX 660mm apart over window & doors

+4,845 WEEP HOLES @ MAX 660mm apart over window & doors.

"Derbigum SP4" or similar approved torchon DPM waterproofing membrane by approved applicator

40mm thick ISO BOARD INSULATION with T&G profile

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

425

114x38mm SA PINE wallplate to be primed and painted with appropriate paint system. Colour to be confirmed by Architect/Client.

30mm thick 40MPA wood troweled SCREED with min fall 1:80 to outlet as indicated

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

425

170

+3,145

WEEP HOLES @ MAX 660mm apart over window & doors

20mm NOMINAL GRANITE gravel crush laid to a thickness of 30mm

2 x 228x38mm SA PINE Closure board fixed between trusses. be primed and painted with appropriate paint system. Colour to be confirmed by Architect/Client.

415

1,350 255

425

T/O CONCRETE SLAB

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

parapet behind

+3,400

A-FRAME TRUSS 228 x 50mm SA PINE A-Frame Truss with raised TIE BEAM as per Engineer spec. & Approval @ dimensions indicated. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down as per manufacturer's spec.

BIDIM LAYER or similar approved Geotextile Membrane

Sand Cement Fill

1,200

T/O PARAPET

PURLIN: 38x38mm SA PINE purlins fix to A-Frame SA Pine Truss @ 500mm C.C as per manufacturer's spec.

INSULATION: 40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. Confirm further installation specs with architect or manufacturer.

20mm NOMINAL GRANITE gravel crush laid to a thickness of 30mm Water proof top and sides brick upstands with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume to a slurry and apply two coats of "Cemcrete Permastop" with an overcoating time of 30 minutes,all in accordance with manufacturer`s recommendations.

ROOF: Safintra 0,9mm thick, 889mm cover Fluteline profiled Zincal® AZ150 Roof Sheeting, fixed to timber purlins at 2500mm centres and eaves and ridge purlins at 2200mm centres. COLOUR: Charcoal.

170

BIDIM LAYER or similar approved Geotextile Membrane

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

VARIOUS

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

Reinforced Strip Foundation to Eng. Spec and Detail

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

SURFACE SLAB NOTE: 25mm Cement Screed on 100mm r/f Concrete Surface bed on .375 Damp Proof Membrane on 150mm layers min. Compact Fill on 75-100mm Sand Binding Layer. (Soil to be treated with pest/termite protection liquid/layer)

Reinforced Strip Foundation to Eng. Spec and Detail

75-100mm Sand Binding Layer REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

D-01 WALL SECTION DETAIL

D-04 HERB GARDEN SECTION DETAIL

REV. ID

PROJECT:

REVISION DISCRIPTION

ISSUE DATE

Construction Drawings

1/26/2021

Construction Drawings

3/10/2021

Construction Drawings

4/8/2021

Construction Drawings

5/9/2021

GSPublisherVersion 0.0.100.36

House Paternoster ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

1:50

1:20

1:25

DRAWING HISTORY:

SECTION D-D

ARCHITECTS STAMP:

ARCHITECTS OF RECORD: Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 21290 Tel: +27 72 478 1812

DESIGN ARCHITECTS:

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

DETAILS

SACAP REG:

PROJECT STATUS:

Occupancy Class: H4

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. Graeme Noeth WEB

+1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:20, 1:25, 1:50

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

5/9/2021

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

SHEET NO:

A600

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

75mm RWDP

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

Wall mount bracket specification to be confirmed by architect.

1,025

187,000 mm

280

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

280

STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish

280

1,960 EXTERIOR WALL: Wood floated plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

R 1,140

Wall mount bracket specification to be confirmed by architect.

STAIRCASE LANDING

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall. Wall mount bracket specification to be confirmed by architect.

1,960

280

CONCRETE LINTEL STAIR NOTE: Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

280

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

8 7

Wall mount bracket specification to be confirmed by architect.

350

FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

R 1,44 0

TOTAL TILE AREA FOR ENTIRE STAIRCASE (INC. RISERS): +10m²

balustrade wall above

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

built-in wood shelf

230

720 1,180 1,435

TILE WALL: Final Tile finish as per Architects spec. & Client approval.

230

255

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

270 525 SECURITY GATE POCKET: Appropriate size opening for Trellidor or similar secuirty gate to slide into.

32mm MARINE PLYWOOD WOOD Shelving insert. Fixed to brickwork, and coated with appropriate wood perservative.

D-05 STAIRCASE PLAN DETAIL

1:20

Staircase AXO - 01 TOP OF BALUSTRADE NOTE: Top Brick layer to be full brick and slanted along balustrade angle. Cut bricks below accordinly.

35°

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

1,180

+2,745 T/O FIRST FLOOR FINISH

170

280

170

1,165 8

LINTEL: 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between Staircase walls.

LINTEL STAIR: 75mm REINFORCED CONCRETE lintel installed between Staircase walls.

VOID SPACE BELOW

BRICK BASE: First 6 (Six) steps to be built from brick as per engineer recommendation and specification. .

+1,360 T/O UFFL LANDING +1,285

PAVING NOTE: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 50mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

+25 100 25

170

280

170

1,000 170

280

FLOOR FINISH: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

280

170

1120

1,000

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

280

+1,385

170

2,100 2,455

Wall mount bracket specification to be confirmed by architect.

280

STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish

2,720

280

75 25

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall.

100mm REINFORCED CONCRETE Surface Bed

280

1,350

1,000

Wall mount bracket specification to be confirmed by architect.

CONCRETE LINTEL STAIR NOTE:

280

170

15mm Plaster and paint system: Primer, Underlay and 2 coats paint.

TOTAL TILE AREA FOR ENTIRE STAIRCASE (INC. RISERS): +10m²

1,370

280

170

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

170

Rhinolite plaster and paint finish below.

+2,550

U/S FIRST FLOOR SLAB

170

T/O UFFL FIRST FLOOR SLAB

50 MIN.

280

170

+2,720

170

280

1,260

280 170

FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

170

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

T/O FLOOR FINISH

±0 T/O SURFACE BED

50mm Sand Binding Layer

150mm layers min. Compact Fill SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

UNIQUE TILE AREA SCHEDULE Zone Name

Area (m²)

Surface

Kitchen & Entrance

+4m²

200 x 200 Mosaic (CTM)

Stairs (inc Risers)

+10m²

Terracotta (CTM)

75-100mm Sand Binding Layer

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

Staircase AXO - 02

75-100mm Sand Binding Layer

1:40

D-06 STAIRCASE SECTION DETAIL

1:20

DRAWING HISTORY:

REV. ID

PROJECT:

REVISION DISCRIPTION

ISSUE DATE

Construction Drawings

1/26/2021

Construction Drawings

3/10/2021

Construction Drawings

4/8/2021

Construction Drawings

5/9/2021

GSPublisherVersion 0.0.100.36

House Paternoster ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

ARCHITECTS STAMP:

ARCHITECTS OF RECORD: Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 21290 Tel: +27 72 478 1812

DESIGN ARCHITECTS:

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

DETAILS

SACAP REG:

PROJECT STATUS:

Occupancy Class: H4

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. Graeme Noeth WEB

+1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:20, 1:40

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

5/9/2021

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

SHEET NO:

A601

KITCHEN ISLAND - AXO

KITCHEN COUNTER - FRONT AXO

110mm SINGLE SKIN BRICK wall. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

1,665

353

132 366 910

+ 35 FFL

1:25

PREP BOWL: Prep Sink accoring to specification. COUNTER TOP TO WRAP DOWN TO FLOOR: 100mm Concrete wall to support concrete surface top. To be no visable joints and to be smooth continious wrap.

110mm SINGLE SKIN BRICK wall support. To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

GAS STOVE by client. Dimensions to be confirmed once product has been selected.

KITCHEN ISLAND BACK ELEVATION

COUNTER TOP FINISH: Counter top to be 100mm Concrete surface top, polished and sealed by specialist.

300

320

300

+35 FFL

+ 35 FFL

1:25

ELECTRICAL SOCKET: White cover plates for the LEGRAND ARTEOR module range.

lintel line

+35 FFL

KITCHEN ISLAND SIDE ELEVATION

LINTEL: 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between Staircase walls. To be Plastered top and bottom

925 950

gas stove

lintel line

335

1,100

850

105

335

6mm MOSAIC TILE backing against wall. Tile type, size and pattern to be confirmed by architect/client prior to installation. Tile to be installed on smooth clean surface.

1,665

100

size to be confirmed

OPENING U/C

2,530

COUNTER TOP FINISH: Counter top to be 100mm Concrete surface top, polished and sealed by specialist.

900

COUNTER TOP TO WRAP DOWN TO FLOOR: 100mm Concrete wall to support concrete surface top. To be no visable joints and to be smooth continious wrap.

100

600

2,550

TILE AREA: 1.8m²

PAINTED EXPOSED BRICKWORK

WOOD SHELVING INSERT 32mm MARINE PLYWOOD WOOD Shelving insert. Fixed to brickwork, and coated with appropriate wood perservative.

Cabinetry by Specialist. To architects/clients approval

LED Strip lighting to be installed underneath upper cabinets. To be connected to switch. See electrical plan.

upper cabinets

390 32

612

32mm MARINE PLYWOOD Shelf to be installed. Final Plywood product to be confirmed. Plywood to be treated with appropriate wood preservative. Client/Architect to approve prior to installation.

upper cabinets

75mm SINGLE LAYER BRICK plinth to act as kick plate. To be plastered and painted on top with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

472

32mm MARINE PLYWOOD WOOD Shelving. Fixed to wood insert frame, and coated with appropriate wood perservative.

PAINTED EXPOSED BRICKWORK

Island plug installed inside opening below counter @ 700mm HIGH

810 910

795

ELECTRICAL SOCKET: White cover plates for the LEGRAND ARTEOR module range. FRIDGE: Final Fridge model size and height to be confirmed.

470

1,615

RANGE HOOD NOTE: Built in Range Hood Extrator fan. Final specification and product to be confirmed by client and architect.

1,056

110mm SINGLE SKIN BRICK walls. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

PREP BOWL: Prep Sink accoring to specification.

445

220mm DOUBLE SKIN BRICK wall. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

ELECTRICAL SOCKET: White cover plates for the LEGRAND ARTEOR module range. See Electrical plan and Project Standards for spacing details.

32mm MARINE PLYWOOD WOOD Shelving. Fixed to wood insert frame, and coated with appropriate wood perservative.

Purpose made upper cabinet installed by specialist Design and specification to be confirmed by architect and client prior to installation.

COUNTER TOP FINISH: Counter top to be 100mm Concrete surface top, polished and sealed by specialist.

380

32mm MARINE PLYWOOD Shelf to be installed. Final Plywood product to be confirmed. Plywood to be treated with appropriate wood preservative. Client/Architect to approve prior to installation.

KITCHEN ISLAND - FRONT AXO

RECESSED FOR BARSTOOLS

+ 35 FFL

110mm SINGLE SKIN BRICK wall sides. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

+ 35 FFL

KITCHEN COUNTER FRONT ELEVATION

1:25

KITCHEN ISLAND FRONT ELEVATION

1:25

110mm SINGLE SKIN BRICK wall. To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

110

925 1,034 3,295

110

900 1010

110

1,030 1,260 1,260

OPENING U/C DRAWERS

DRAWERS

230

GAS STOVE by client. Dimensions to be confirmed once product has been selected.

BARSTOOL SPACE

32 600

110

2,360

ENCLOSED VOID SPACE

REV. ID

PROJECT:

REVISION DISCRIPTION

ISSUE DATE

Construction Drawings

1/26/2021

Construction Drawings

3/10/2021

Construction Drawings

4/8/2021

Construction Drawings

5/9/2021

GSPublisherVersion 0.0.100.36

House Paternoster ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

375

WOOD SHELVING INSERT 32mm PLYWOOD WOOD Shelving insert. Fixed to brickwork, and coated with appropriate wood perservative.

D-08

D-07

KITCHEN COUNTER PLAN

KITCHEN ISLAND PLAN DETAIL

1:25

DRAWING HISTORY:

211

3,445 COUNTER TOP FINISH: Counter top to be 100mm Concrete surfafce top, polished and sealed by specialist.

COUNTER TOP TO WRAP DOWN TO FLOOR: 100mm Concrete wall to support concrete surface top. To be no visable joints and to be smooth continious wrap.

2 DOOR CUPBOARD

4,555

2 DOOR CUPBOARD

110

Terracotta (CTM)

275

900

+10m²

100

680

Stairs (inc Risers)

2,530

Cabinetry by Specialist. To architects/clients approval

110

910 1250

1,015

220mm SINGLE SKIN BRICK wall support. Interior Face to be exposed brick

320 110

275

200 x 200 Mosaic (CTM)

110

2,630

616

+4m²

Kitchen & Entrance

900

610

1,015 230

upper cabinets

775

gas stove

540

440

Surface

660

Area (m²)

PREP BOWL: Prep Sink accoring to specification.

3,445

110 R 45 0

220mm DOUBLE SKIN BRICK wall sides. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

upper cabinets

Island plug installed inside opening below counter @ 700mm HIGH

Zone Name

365

880

UNIQUE TILE AREA SCHEDULE LED Strip lighting to be installed underneath upper cabinets. To be connected to switch. See electrical plan.

COUNTER TOP FINISH: Counter top to be 100mm Concrete surfafce top, polished and sealed by specialist.

220

STOVE VENT to be installed above extractor hood and to have vent grill on the outside by specialist.

Purpose made upper cabinet installed by specialist Design and specification to be confirmed by architect and client prior to installation.

240 130

LED Strip lighting to be installed and concealed underneath upper cabinets. To be connected to switch. See electrical plan.

270

6mm MOSAIC TILE backing against wall. Tile to be confirmed by architect/client prior to installation. Tile to be installed on smooth clean surface.

COUNTER TOP FINISH: Counter top to be 100mm Concrete surfafce top, polished and sealed by specialist.

ARCHITECTS STAMP:

ARCHITECTS OF RECORD: Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 21290 Tel: +27 72 478 1812

1:25

DESIGN ARCHITECTS:

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

DETAILS

SACAP REG:

PROJECT STATUS:

Occupancy Class: H4

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. Graeme Noeth WEB

+1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:25, 1:28.6

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

5/9/2021

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

SHEET NO:

A602

KEYNOTES # 201

CEILING MATERIALS & FINISHES

Keynote Text REFER TO ELEVATOR MANUFACTURER FOR ELEVATOR SHAFT AND DOOR OPENING DIMENSIONS.

TAG ACT-2 ACT-3 BAF EPX EXP EXP-PT FELT GWB MTL-P MTL-S PT-10 PT-11 WA WD-P WD-S

FLOORING MATERIALS & FINISHES

DESCRIPTION CEILING - ACOUSTIC CEILING TILE (1220 x 610mm) CEILING - ACOUSTIC CEILING TILE (1830 x 305mm) CEILING - ACOUSTIC BAFFLES CEILING - EPOXY PAINT FINISH CEILING - EXPOSED CEILING - EXPOSED (PAINTED) CEILING - FELT ACOUSTIC PANELS CEILING - GYPSUM WALLBOARD CEILING - METAL PANEL CEILING - METAL SLAT CEILING - PAINT FINISH 1 CEILING - PAINT FINISH 2 CEILING - ACOUSTIC CEILING TILE (610 x 610mm) CEILING - WOOD PLANK CEILING - WOOD SLAT

TAG CPT-1 CPT-2 DC EPX ESD LVT-1 LVT-2 PC RB ST-1 TL-1 TL-2 TZ VS VT WD-1 WD-2

INTERIOR WALL BASE MATERIALS & FINISHES

DESCRIPTION FLOORING - CARPET 1 FLOORING - CARPET 2 FLOORING - CONCRETE SEALANT (DUST CONTROL) FLOORING - EPOXY COATING FLOORING - ELECTRO-STATIC DISSIPATIVE FLOORING - LUXURY VINYL TILE 1 FLOORING - LUXURY VINYL TILE 2 FLOORING - POLISHED CONCRETE FLOORING - RUBBER FLOORING - STONE TILE 1 FLOORING - TILE 1 FLOORING - TILE 2 FLOORING - TERRAZZO FLOORING - VINYL SHEET FLOORING - VINYL TILE FLOORING - WOOD 1 FLOORING - WOOD 2

TAG WB-EPX WB-MTL WB-RB WB-TL WB-V WB-WD

ROOM FINISH SCHEDULE

ROOM # BASEMENT 100 100-1 100-2 100-3 100-4 100-5 100-6 100-7 100-8 101 102

DESCRIPTION WALL BASE - EPOXY COVE WALL BASE - METAL WALL BASE - RUBBER WALL BASE - TILE WALL BASE - VINYL WALL BASE - WOOD

ROOM NAME

ROOM AREA

WALLS FINISH

BASE

PROTECTION

FLOOR FINISH

CEILING FINISH

GENDER NEUTRAL WASHROOM WC-1 WC-2 WC-3 WC-4 WC-5 WC-6 WC-7 B/F WC HSKP CLOSET

29 m² 1 m² 1 m² 1 m² 1 m² 1 m² 1 m² 1 m² 3 m² 2 m² 2 m²

PT / TL / VWC TL TL TL TL TL TL TL TL PT / TL (1220h) PT

TL TL TL TL TL TL TL TL TL TL RB

TL TL TL TL TL TL TL TL TL TL TL

PT PT PT PT PT PT PT PT PT PT PT

FRR REQUIRED

WAYFINDING #

TAG CB EPX KB PPL PT-1 PT-2 PT-3 TL-1 TL-2 TL-3 VEG VWC-1 VWC-2 WD-BB

INTERIOR WALLS - PAINT 2 INTERIOR WALLS - PAINT 3 INTERIOR WALLS - TILE 10 INTERIOR WALLS - TILE 11 INTERIOR WALLS - TILE 12 INTERIOR WALLS - VEGETATED WALL SYSTEM INTERIOR WALLS - VINYL WALLCOVERING 1 INTERIOR WALLS - VINYL WALLCOVERING 2 INTERIOR WALLS - PLYWOOD

D16

4090

TAG

DESCRIPTION INTERIOR WALLS - CEMENT BOARD INTERIOR WALLS - EPOXY PAINT FINISH INTERIOR WALLS - KERDI BOARD INTERIOR WALLS - POLISHED PLASTER

Bn 340

WALL / FRAME PROTECTION LEGEND

INTERIOR WALL MATERIALS & FINISHES

BOLLARDS (INTERIOR @ OVERHEAD DOORS)

CG-V

CORNER GUARD (VINYL)

CG-MTL

CORNER GUARD (STAINLESS STEEL)

CG-P

CORNER GUARD (PARKING)

DFG

DOOR FRAME GUARD

EFG

ELEVATOR FRAME GUARD

FRP

FIBREGLASS REINFORCED WALL PANELS

HDRL

WALL-MOUNTED HANDRAIL

3685

1238 Dundas Street East, Suite 613 Toronto ON, M4M 0C6 sectionarchitects.com | (647) 933-2622 | office@sectionarchitects.com

RB-PS

RUBBER PARKING STOP (PARKING)

WB-RB

WALL BUMPERS (RUBBER)

WB-MTL

WALL BUMBERS (METAL)

WB-V

WALL BUMPERS (VINYL)

3685

DESCRIPTION

BLRD

3685

COMMENTS

2 A7.50

3 A7.50

RESERVED FOR AUTHORITY STAMP

A2.1 - FRAMING FLOOR PLAN LEGEND COORDINATE WITH GENERAL NOTES ON SHEET 'A0.02 - REFERENCE'.

KEYNOTE TAG (REFER TO KEYNOTE SCHEDULE ON SHEET)

ROOMS COORINATE WITH ROOM FINISH SCHEDULE ON 'A7.0 SERIES' DRAWINGS.

Room Name ### eC-2a 2440 eL

SHADOW LINE TRIM PROFILE

SPKLR

CLOSET 102

SPKLR

AREA OF WORK: 111.5m²

EXTERIOR WALL ASSEMBLIES REFER TO SHEET 'A0.10 - ASSEMBLIES' FOR FULL DESCRIPTION OF TAG PARAMETERS.

CORRIDOR CB102

eSPRKL

TYPICAL ROOM TAG

3 m² (32 ft²)

NOT IN SCOPE

EW-1

FC-1 EMS

FW-1

CIP XPS

EXTERIOR WALL ASSEMBLY TAG (TAG PREFIX = 'EW')

74 m² (793 ft²)

2 m² (16 ft²)

NEW BULKHEAD CEILING CL

FAH

R1a

SHADOW LINE TRIM PROFILE

2300

EXIST. SPRINKLR VALVES

HSKP 101

SHADOW LINE TRIM PROFILE

EXIST. MECH. SHAFT

SPKLR

2 m² (26 ft²)

EXIST. MECH. SHAFT

COVE LIGHT. REFER TO DETAIL AND ELEC. DWGs

VOID SPACE

C-1a 2440

R1a

MECH. DUCT

REFER TO SHEET 'A0.10 - ASSEMBLIES' FOR FULL DESCRIPTION OF TAG PARAMETERS. CL

EQ C-1a 2040

C-1c 2040

BULKHEAD

BULK HEAD

SP1

R1a

R1a SPKLR

R1a

SPKLR

600

920

EX-2

F9-1

FURRING ASSEMBLY TAG (TAG PREFIX = 'F#')

XCF4-1

600

STRUCTURE

R1a

16 A7.40

R1a EX-2

C-1a 2450

WALL TILE (TYPE 3)

SPKLR

750

C-1a 2450

SPKLR

C-1a 2450

G150

EXTERIOR DOOR TAG (TAG PREFIX = 'DE')

DE-###

STONE TILE FLOORING

INTERIOR DOOR TAG (TAG PREFIX = 'D')

D-###

EXISTING STRUCTURAL FOUNDATION WALL

TL-4

DOORS

SPKLR

FLOOR TILE (TYPE 4)

RUBBER FLOORING (TILE)

PLYWOOD BLOCKING REQUIRED (TAG = 'BLKG')

BLKG

REFER TO 'A9.0 SERIES' SHEETS FOR DOOR / WINDOW / SCREEN INFORMATION.

TL-3

POLISHED CONCRETE FINISH

SHAFTWALL ASSEMBLY TAG (TAG PREFIX = 'S#')

W CL

R1a

WALL TILE (TYPE 2)

FIRE-RATED FURRING ASSEMBLY TAG (TAG PREFIX = 'XF#')

R1a

SPKLR

WOOD PLANK FLOORING

3 A7.50

2 A7.50

3515

ELECTRO STATIC DISSIPATIVE FLOORING

FIRE-RATED PARTITION ASSEMBLY TAG (TAG PREFIX = 'X#')

STRUCTURE

25 m² (264 ft²)

TL-2x

VINYL FLOORING (TILE TYPE 1)

ESD

EX-2

LVT-2

EPOXY FLOORING

SCIENCE PREP. B126

X9-2

R 170

R1a

EPX

PARTITION ASSEMBLY TAG (TAG PREFIX = 'P#')

1355

FLOOR TILE (TYPE 1)

eSPRKL

2300

TL-1a

VINYL FLOORING (PLANK TYPE 1)

CARPET (TYPE 2)

16 m² (177 ft²)

S10-1 EX-2

LVT-1

15 m² (164 ft²)

P9-2

REFER TO 'A7.0 SERIES' DRAWINGS TO COORDINATE FLOOR FINISHES WITH ROOM FINISH SCHEDULE AND INTERIOR DETAILS. COORDINATE TAGS WITH SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS.

CPT-2

STORAGE B124

1 A7.50

550 CL CL

STAIR K BXXX

SPKLR

CARPET (TYPE 2)

SPKLR

SHADOW LINE TRIM PROFILE

29 m² (311 ft²)

CARPET (TYPE 1)

R1a

COORDINATE WITH GENERAL NOTES ON SHEET 'A0.02 - REFERENCE'.

FINISHES

200

GENDER NEUTRAL WASHROOM 100

CPT-1

C-1a 2395

1500

1 A7.50

R 583 0

SPKLR

1070

FAH

A2.3 - FINISHES LEGEND

INTERIOR PARTITION / SHAFTWALL / FURRING ASSEMBLIES

PARAPET WALL ASSEMBLY TAG (TAG PREFIX = 'PW')

STRUCTURE R1a

CIP XPS

PW-1

SPKLR

VOID SPACE

615

VOID SPACE

C-1a 2395

FOUNDATION WALL ASSEMBLY TAG (TAG PREFIX = 'FW')

STRUCTURE

50 R5

EXTERIOR WINDOWS REFER TO 'A9.0 SERIES' SHEETS FOR DETAILED DOOR / WINDOW / SCREEN INFORMATION.

FLOORING TRANSITIONS REFER TO 'A7.0 SERIES' DRAWINGS TO COORDINATE FLOORING TRANSITIONS WITH INTERIOR DETAILS. COORDINATE DETAILS WITH ARCHITECTURAL SPECIFICATIONS.

W-###

CPT-1

OFFICE B107

SOCRATIC B116

17 m² (187 ft²)

45 m² (485 ft²)

CPT

FLOORING TRANSITION TAG TL TL-4

WINDOW TAG (TAG PREFIX = 'W')

LOCKERS CB102d 45 m² (482 ft²)

W-###

CURTAIN WALL / STOREFRONT ASSEMBLY (TAG PREFIX = 'W')

9e INTERIOR SCREENS REFER TO 'A9.0 SERIES' SHEETS FOR DETAILED DOOR / WINDOW / SCREEN INFORMATION.

WALL FINISHES

D16

DIM

REFER TO 'A7.0 SERIES' DRAWINGS TO COORDINATE WALL FINISHES WITH ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. COORDINATE TAGS WITH SPECIFICATIONS AND INSTALL PER DETAILS & MANUFACTURER INSTRUCTIONS. WALL FINISH TAGS REFER TO FEATURE FINISHES OTHER THAN 'PT-1' WHITE PAINT FINISH AS DESCRIBED IN THE PROJECT SPECIFICATIONS. PROVIDE 'PT-1' PAINT FINISH @ ALL OTHER LOCATIONS.

S-###

WALL FINISH TAG

TL-1

340

D16

4090

DIM CLEAR

2 A7.50

Bn 340

D16

4090

3685

2 A7.50

3 A7.50

CRITICAL CLEAR DIMENSION

DOORS DIMENSIONED TO CENTRE OF OPENING

3685

COORDINATE WITH DIMENSIONING DIAGRAM ON SHEET 'A0.02 - REFERENCE'.

1 : 50

Ee Ee

DIMENSIONING STANDARDS

BASEMENT - RCP

HORIZONTAL EXTENTS OF FEATURE WALL FINISH (COORDINATE WITH INTERIOR ELEVATIONS)

INTERIOR SCREEN TAG (TAG PREFIX = 'S')

785

3 A7.50

SCREENS & WINDOWS DIMENSIONED TO ROUGH OPENING

300

W CL

AREA OF WORK: 111.5m²

12475 2585

AREA OF WORK: 111.5m²

74 m² (793 ft²)

COORD WITH EXISTING TILE LAYOUT TO BE FULL TILES

SET OUT POINT TL-1

1055

740

4155

A7.40 EXISTING FLOORING TO BE MODIFIED NEW FLOORING. TO FOLLOW GROUT AND TILE LAYOUT OF EXISTING

2395

CORRIDOR CB102

3940

F6-1

CORRIDOR CB102

4 A7.70

74 m² (793 ft²)

F6-1

NOT IN SCOPE

LINE OF NEW FLOORING

EXISTING DOOR

F6-1

S10-1

F6-1

TL-1b

RADIUS TO EXTEND TO FULL TILE GROUT LINE

110

11 0

450

GENDER NEUTRAL WASHROOM 100

1 A7.50

RADIUS TO EXTEND TO FULL TILE GROUT LINE

1 A7.50

F6-1

PWR

P6-1

900

SCIENCE PREP. B126

FD-1

10.0°

2940

FD-1

WC-3 100-3

WC-4 100-4

WC-5 100-5

WC-6 100-6

WC-7 100-7

B/F WC 100-8

1 m² (14 ft²)

3 m² (37 ft²)

TL-1a

XB140-1 Ac

25 m² (264 ft²)

WC-1

TL-1a

WC-1

TL-1a

WC-1

TL-1a

WC-1

TL-1a

WC-1

FD-1

WC-1

D100-2

WC-1 100-1 1 m² (14 ft²)

PWR

F6-1

TL-1b

F6-1

2390

PROJECT NORTH

STORAGE B124

1100

16 m² (177 ft²)

995

3205

GENDER NEUTRAL WASHROOM 100

1 A7.50

FD-1

29 m² (311 ft²)

SCIENCE PREP. B126

TL-1a

25 m² (264 ft²)

D100-3

D100-4

D100-5

WC-2 100-2

WC-3 100-3

WC-4 100-4

1 m² (14 ft²)

FD-1

D100-6

D100-7

WC-5 100-5

WC-6 100-6

WC-7 100-7

1 m² (14 ft²)

D100-8

F6-1

FD-1

2535

16 A7.40

TL-1a

PTD

F6-1

16 A7.40

B/F WC 100-8 3 m² (37 ft²)

WC-1

F6-1

WC-1

1 #

WC-1

2022 03 25 DATE

ISSUED FOR BUILDING PERMIT REVISION

470

TL-1a

A7.40

D100-1

620

930

FULL TILE

WC-2 100-2

2300

25 m² (264 ft²)

WC-1 100-1

25 m² (264 ft²)

TILES TO BE CONTINUOUS THROUGHT CUBICLES

ATIN G

MECH. DUCT

MI-1

CORRIDOR CB103a

MI-1

15 m² (164 ft²)

VOID SPACE

TL-1a

2300

F6-1

MI-1

TL-1b

PTD

MI-1

29 m² (311 ft²)

405

EXIST. MECH. SHAFT

VOID SPACE F15-1 Fh

BEN CH S E

STAIR K BXXX

6355

PWR

PTD

A7.40

MI-1

TL-1b

MI-1

4760

MI-1

201

0 54

MECH. DUCT

1500

MI-1

545

565

MI-1

PWR

CORRIDOR CB103a

F0-1

VOID SPACE MI-1

TL-2x

BENCH SEATING EXIST. MECH. SHAFT

2165

VOID SPACE

2 m² (16 ft²)

EXIST. SPRINKLR VALVES

1130

TL-2x

2 m² (26 ft²)

1805

EXIST. MECH. SHAFT

8750

EXIST. MECH. SHAFT

2 m² (16 ft²)

EXISTING MOP SINK

2300

EXIST. SPRINKLR VALVES

2 m² (26 ft²)

COORD WITH EXISTING TILE LAYOUT TO BE FULL TILES

2300 1500

1 A7.50

EXISTING MOP SINK

CLOSET 102

47 R5

HSKP 101

3 A7.70

HSKP 101

VOID SPACE

1035

1595

CLOSET 102

1100

305

FULL TILE

D102

WC-1

8e F15-1

All drawing and specifications are the property of the Architect. The Contractor shall verify all dimensions and information on site and report any discrepancy to Architect before proceeding.

EXISTING STRUCTURAL FOUNDATION WALL EXISTING STRUCTURAL FOUNDATION WALL

CORRIDOR 103 13 m² (145 ft²)

3515

2 A7.50

1565

3 A7.50

2120

10160

GIRLS WC B106

STAIRS #8 EB142

OFFICE B107

SOCRATIC B116

8 m² (84 ft²)

7 m² (78 ft²)

17 m² (187 ft²)

45 m² (485 ft²)

2 A7.50

OFFICE B107 17 m² (187 ft²)

LOCKERS CB102d SOCRATIC B116

PROJECT ADDRESS

306 LAWRENCE AVE EAST, NORTH YORK, ON M4N 1T7

45 m² (485 ft²)

PROJECT CLIENT

9e 9e

9e Ee Ee

BASEMENT - FINISH FLOOR PLAN 1 : 50

D16

TFS - GENDER NEUTRAL WC

45 m² (482 ft²)

3 A7.50

BASEMENT - FRAMING PLAN

D16

TFS | Canada's International School SCALE

As indicated

DRAWN BY

REVIEWED BY

PROJECT NUMBER

21036

PLOT DATE

2022 03 25

BASEMENT - FRAMING, RCP PLAN & FINISH PLAN

1 : 50 DRAWING NUMBER

A2.10

KEYNOTES #

Keynote Text

1238 Dundas Street East, Suite 613 Toronto ON, M4M 0C6 sectionarchitects.com | (647) 933-2622 | office@sectionarchitects.com

2300

1500

2300

F9-1

LEVEL 1 -230

U/S LEVEL 1

C-1a 2395

230

C-1a 2395

F6-1

7 A8.10

EXISTING ACT CEILING TO BE MODIFIED AS PER REFLECTED CEILING PLAN.

8 A7.10

RECESSED REVEAL TO CREATE "SHADOW LINE"

F6-1

GENDER NEUTRAL WASHROOM 100

CORRIDOR CB102

29 m² (311 ft²)

74 m² (793 ft²)

F15-1

C-1a 2450

C-1a 2395

RECESSED REVEAL TO CREATE "SHADOW LINE"

C-1c 2040

CORRIDOR CB102

74 m² (793 ft²)

SA-1

WOOD SIDING TO WRAP INWARD TO DOOR FRAME. REFER TO JAMB DETAILS ON A8.10

3110

CORRIDOR CB102

C-1c 2440

RECESSED REVEAL TO CREATE "SHADOW LINE"

VOID SPACE

F6-1

U/S LEVEL 1

NEW T-BAR EXTENSION SYSTEM TO BE ADDED TO EXISTING T-BAR SYSTEM

RESERVED FOR AUTHORITY STAMP

C-1a 2440

RECESSED REVEAL TO CREATE "SHADOW LINE"

Sim

C-1a 2395

eC-2a 2440

C-1a 2395

F6-1

10 A7.10

F0-1

F15-1

Fh PT-1

CLOSET 102

74 m² (793 ft²)

GENDER NEUTRAL WASHROOM 100

WC-2 100-2

29 m² (311 ft²)

1 m² (14 ft²)

2 m² (16 ft²)

D100-2

TL-2

SF-1

D102

2 A8.10

1 A8.10 BENCH SEATING

TL-1a

S-1

BENCH SEATING

TL-1a

-3340

TL-1a

BASEMENT

INTERIOR SECTION 05 1 : 25

eTL-1

-3340

TL-1a

TL-2x

EXISTING WALL TO REMAIN.

3110

EXISTING T-BAR CEILING SYSTEM TO REMAIN. NEW GWB CEILING TO BE INSTALLED UNDERNEATH

1 A7.50

EXISTING T-BAR CEILING SYSTEM TO REMAIN. NEW GWB CEILING TO BE INSTALLED UNDERNEATH

2450 COORD FINAL HEIGHT WITH FULL TILE

230

EXISTING T-BAR CEILING SYSTEM TO REMAIN. NEW GWB CEILING TO BE INSTALLED UNDERNEATH

WC-1

TL-1a

-3340

BASEMENT

INTERIOR SECTION 03

1 : 25

INTERIOR SECTION 02 1 : 25

2300

1500

EXISTING T-BAR CEILING SYSTEM TO REMAIN. NEW GWB CEILING TO BE INSTALLED UNDERNEATH

2300

1 A7.50

230

C-0b 3110

EXISTING ACT CEILING. TO BE MODIFIED AS PER REFLECTED CEILING PLAN.

6 A8.10

LEVEL 1

-230 F15-1

F6-1

U/S LEVEL 1

NEW T-BAR EXTENSION SYSTEM TO BE ADDED TO EXISTING T-BAR SYSTEM

C-1c 2440

C-1a 2395

eC-2a 2440

C-1a 2395

8 A7.10

C-1c 2040

EXISTING WALL TO REMAIN.

PT-1

CORRIDOR CB102

HSKP 101

74 m² (793 ft²)

2 m² (26 ft²)

eD101

MI-1

HSKP CLOSET TO REMAIN. NO MODIFICATIONS TO ROOM

3110

RECESSED REVEAL TO CREATE "SHADOW LINE"

GENDER NEUTRAL WASHROOM 100

OFFICE B107

29 m² (311 ft²)

17 m² (187 ft²)

SF-1

VWC-2

F6-1

S-1

EXISTING WALL TO REMAIN. eTL-1

WOOD WALL BASE. DETAIL 4/A7.10

TL-1a

-3340 BASEMENT

615

PERSPECTIVE VIEW - TOWARDS SECOND ENTRANCE

1 : 25

340

2860

INTERIOR SECTION 04

1025 OPENING TO STALLS

D16

4090

3685

3 A7.50

2 A7.50

EXISTING T-BAR CEILING SYSTEM TO REMAIN. NEW GWB CEILING TO BE INSTALLED UNDERNEATH

3685

5 A7.50

230

0 LEVEL 1

-230 OPENING FOR MECH DUCT. REFER TO MECH. DWGS

NEW T-BAR EXTENSION SYSTEM TO BE ADDED TO EXISTING T-BAR SYSTEM

C-1a 2395

PT-1 SA-1

RECESSED REVEAL TO CREATE "SHADOW LINE"

ES4a

SA-1

ES4a

BULKHEAD

LIGHT COVE BULKHEAD

C-1c 2040

GENDER NEUTRAL WASHROOM 100

CORRIDOR CB103a

29 m² (311 ft²)

TL-3

25 m² (264 ft²)

F6-1

MI-1

PTD

PT-1

VWC-1

PTD

SF-1

F6-1

1 #

SCIENCE PREP. B126

2022 03 25 DATE

ISSUED FOR BUILDING PERMIT REVISION

25 m² (264 ft²)

All drawing and specifications are the property of the Architect. The Contractor shall verify all dimensions and information on site and report any discrepancy to Architect before proceeding.

MI-1

TL-2

F6-1

CURVE WALL. REFER TO ARCH FLOOR PLANS

3110

eC-2a 2440

U/S LEVEL 1

NEW T-BAR EXTENSION SYSTEM TO BE ADDED TO EXISTING T-BAR SYSTEM

SF-1

BARRIER FREE EXIT TO CORRIDOR

VWC-2

eDOOR

SF-1

PWR PWR

S-1

TL-3

eTL-1

TL-1a

WOOD WALL BASE. DETAIL 4/A7.10 WOOD WALL BASE. DETAIL 4/A7.10

TL-1a

TFS - GENDER NEUTRAL WC PROJECT ADDRESS

-3340 BASEMENT

306 LAWRENCE AVE EAST, NORTH YORK, ON M4N 1T7 PROJECT CLIENT

TFS | Canada's International School SCALE

1 : 25

DRAWN BY

REVIEWED BY

PROJECT NUMBER

21036

PLOT DATE

2022 03 25

INTERIOR SECTIONS

PERSPECTIVE VIEW - TOWARDS SINKS

INTERIOR SECTION 01 1 : 25

DRAWING NUMBER

A7.50

KEYNOTES Keynote Text

1238 Dundas Street East, Suite 613 Toronto ON, M4M 0C6 sectionarchitects.com | (647) 933-2622 | office@sectionarchitects.com

10 A8.10 9 A8.10

F6-1

80 R1

SOLID WOOD PANEL FACE TO RETURN AT DOOR JAMB

1.3°

SOLID WOOD RECESSED REVEAL

R 209

RESERVED FOR AUTHORITY STAMP

F6-1

WF-1

INTERIOR MILLWORK LEGEND

105

MILLWORK ELEVATIONS ARE TO BE READ IN CONJUNCTION WITH AWMAC CABINET DESIGN SERIES (CDS) NUMBERING SYSTEM & SPECIFICATIONS

5e F6-1

F6-1

5.0° F6-1

MILLWORK TAG LEGEND

CDS NUMBER HSKP 101

BALTIC BIRCH B/BB PLYWOOD CURVED WOOD EDGE

P3 P4

1220 - P6 FULL PANEL

BALTIC BIRCH B/BB PLYWOOD WALL PANELS. P8

100 WIDTH (mm)

2 m² (26 ft²)

BALTIC BIRCH B/BB PLYWOOD WALL PANELS.

CURVED WOOD CORNER

P8 F6-1

100

DEPTH (mm) HEIGHT (mm)

XXX

ADDITIONAL NOTES

MILLWORK DRAWING LEGEND

P5 P6

BALTIC BIRCH B/BB PLYWOOD CURVED WOOD EDGE

eD101

MILLWORK BENCH AS PER DETAILS.

100

P9 D102

100

ADD SUFFIX 'M' TO AWMAC CDS CATALOGUE NUMBER TO INDICATE DESIGN MODIFICATIONS. REFER TO MILLWORK ELEVATIONS AND DIMENSIONS.

eMOP

2300

BALTIC BIRCH B/BB PLYWOOD WALL BASE REVEAL. BALTIC BIRCH B/BB WALL BASE REVEAL.

1220 - P7 FULL PANEL

BALTIC BIRCH B/BB PLYWOOD WALL BASE REVEAL. BALTIC BIRCH B/BB PLYWOOD CURVED WOOD CORNER

F15-1

F6-1

FAUCET

FR-X

REFRIGERATOR (BY OWNER)

LOCKABLE

MLM

MELAMINE

MWXXX

MILLWORK

MWV

MICROWAVE (BY OWNER)

PLAM

PLASTIC LAMINATE

REVEAL (REFER TO SECTION DETAILS)

S-X

SINK

SOLID SURFACE

STSTL

STAINLESS STEEL

THERMOFOIL

UPPER CABINET LIGHT VALANCE

WD-BB

16mm B/BB BALTIC BIRCH PLYWOOD

WD-V

WOOD VENEER

564

WASHROOM - AXO 01

6e PTD

F6-1

5 A7.50

0 R9

D16

985

WASHROOM - AXO 02

F6-1

He TL-1b

1 A7.50

930 RADIUS FOR CURVE WALL F6-1

F6-1

STRAIGHT REFERENCE LINE FROM EXISTING CMU CORRIDOR WALL

8 A8.10 CORRIDOR CB103a

11 0

100

25 m² (264 ft²)

18.9°

162.4° SOLID WOOD FACE FINISH FIXED TO EXISTING CMU WALL. 13mm BLOCKING SUBSTRATE AS REQUIRED.

406 1.3°

1500

74 m² (793 ft²)

TL-1a

PWR

110

1220 - P8 FULL PANEL

F6-1

CORRIDOR CB102

1.3°

10.0°

00 R1

F6-1

VOID SPACE

1100 CLEA R

R 1010

WD-BB

4 A7.50 S10-1

F6-1

730 - P11 PANEL

885 RADIUS FOR CURVE WALL

845 PANEL

GENDER NEUTRAL WASHROOM 100 29 m² (311 ft²)

F6-1

BENCH SEATING

BEN CH S E F6-1

F6-1

1155 - P9 PANEL

161.1° WD-BB

WF-1

F6-1

ATIN G

1.3°

45 SEA 0 T AR EA

5.0° EXISTING MECHANICAL SHAFT F6-1

620 RADIUS FOR CURVE WALL

EXISTING MECHANICAL DUCT F6-1

6.4°

(LOCATION AND SIZE TO BE COORDINATED ON SITE)

VOID SPACE

F6-1

WF-1

ATIN G

520

VOID SPACE

WF-1

50 R3

R1 00

BEN CH S E F15-1

730 - P10 PANEL

596

° 8.9 10

EXISTING MECHANICAL SHAFT

18.9°

40 R5

677

VOID SPACE

F6-1

12 9

° 90.0

SF-1

F6-1

PWR

543

S-1

SINK

F6-1

P6-1

F6-1

80 R1

PTD

R 260

F6-1

610 RADIUS FOR CURVE WALL

SF-1

° 90.0

1065 RADIUS FOR MILLWORK BENCH

F6-1

2300

5.0°

425

NEW CMU WALL TO BE EXTENDED. PAINTED TO MATCH EXISTING

1 #

2022 03 25 DATE

ISSUED FOR BUILDING PERMIT REVISION

All drawing and specifications are the property of the Architect. The Contractor shall verify all dimensions and information on site and report any discrepancy to Architect before proceeding.

ALLOW FOR GAP BETWALL EDGE OF WALL AND EDGE OF SINK

900

XB140-1 Ac

1100 CLEAR

R 7 54

547

470

1440 RADIUS FOR CURVE WALL

TL-1a

1650 RADIUS FOR MILLWORK BENCH

1445 GENDER NEUTRAL WASHROOM 100

F6-1

TL-1b

29 m² (311 ft²)

TFS - GENDER NEUTRAL WC PROJECT ADDRESS

306 LAWRENCE AVE EAST, NORTH YORK, ON M4N 1T7 PROJECT CLIENT

TFS | Canada's International School

D16

SCALE

1 : 10

DRAWN BY

REVIEWED BY

PROJECT NUMBER

21036

PLOT DATE

2022 03 25

INTERIOR PLAN DETAILS

CURVE WALL - BARRIER FREE ENTRY 1 : 10

CURVE WALL - WEST CORRIDOR 1 : 10

DRAWING NUMBER

A7.70

20mm chamfer corner

LEVEL OF COURTYARD - 1.070 TACTILE INDICATOR 330mm concrete retaining wall below as per Structural Engineer

75mm step overhang

FALL 1: 200 75mm step overhang

Flushed level SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

granite strip

RETAIL SPACE LEVEL OF SCREED 0.000

20mm chamfer corner

75mm step overhang

Flushed level

level of tiling - 0.040 FALL 1: 200

5 v-joint between concrete and exposed aggregate

75mm step overhang

20mm chamfer corner

v-joint between concrete and exposed aggregate

Flushed level

RETAIL SPACE LEVEL OF SCREED 0.000

FALL 1: 200

- 0.130 75mm step overhang

20mm chamfer corner

75mm step overhang

- 0.130

granite strip

75mm step overhang

1000mm high steel balustrade

- 0.040

granite strip

Concrete skin to be cast around existing built structure.

MIN 1:12 RAMP (UP)

PROPOSED LOW WALL by landscape architect to contain ramp height to match that of building podium height. (NOT BY MURRAY & DICKSON)

level of tiling - 0.040

20mm chamfer corner

Two (x2) 50x10x8mm galv. steel flat bar posts welded with 6mm fillet weld to 8mm mild steel base plate. Baseplate bolted to first step as per engineer's specification and detail. Finished with STONCOR paint spec.

IN E

DETAIL PLAN : A Flushed level

75mm step overhang

20mm chamfer corner

RI DG EL

1000mm high steel balustrade

6mm back-to-back flat bars to form expansion joint - on EACH step

- 0.115 level of retaining wall

20mm chamfer corner

1000mm high steel balustrade

FIRST STEP FLUSHED WITH PAVING / TACTILE INDICATOR

220mm RETAINING wall below paving level. - 0.115 below SCREED level. NOTE TOE ON SECTION.

FINISH: 75mm thick exposed aggregate infill within 75x75x6mm mild steel angle bracket surround with flat bar lugs fixed into top of brickwork with fischer plugs

75mm step overhang

1000mm high steel balustrade

75mm step overhang

6mm back-to-back flat bars to form expansion joint - on EACH step

LEVEL OF COURTYARD - 1.070

20mm chamfer corner

LEVEL OF COURTYARD - 1.070

170mm upstand

-0.130 level of upstand

FALL 1: 200

1000mm high steel balustrade

2 exp. joint

Flushed level

- 0.040

exp. joint

line of tactile indicator (see floor finish drawings - C003-AR-TD-101A-004C) for layout.

1000mm high steel balustrade

ORANGE:

SURROUND: 75 x 75 x 6mm galv. steel angle bracket surround to be filled with exposed aggregate and bolted to brickwork with expansion bolts 300mm c.c

75mm step overhang

20mm chamfer corner

75mm step overhang

stack bond surround

20mm chamfer corner

1000mm high steel balustrade

LEVEL OF COURTYARD - 1.070

DETAIL : B

elev a:a

DETAIL : A

LEVEL OF COURTYARD - 1.070

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

20mm chamfer corner

level of retaining wall

- 0.115

220mm RETAINING wall below paving level. - 0.115 below SCREED level. SEE SECTION FOR DETAIL. RETAINING WALL AS PER ENGINEER SPECIFICATION AND DETAIL

5mm thick exposed aggregate FINISH

- 0.040

220mm RETAINING wall below paving level. - 0.115 below SCREED level. SEE SECTION FOR DETAIL. RETAINING WALL AS PER ENGINEER SPECIFICATION AND DETAIL

ORANGE: line of tactile indicator (see floor finish

drawings - C003-AR-TD-101A-004C) for layout.

level of tiling - 0.040

20mm chamfer corner

NORTHERN STEPS PLAN scale 1:50

- 0.040

stack bond surround

stack bond surround (see floor finish drawings - C003-AR-TD-101A-004C) for layout.

STAIR NOTE : RISER 170mm THREAD 375mm FINISH : EXPOSED AGGREGATE

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

PAVING TO FALL. 1:200

DETAIL PLAN A - RETAINING WALL BELOW PLAN scale 1:10

D1 IMPLEMENTED - PRICING TO BE CONFIRMED PRIOR TO CONSTRUCTION. Project Number:

HETN001

Revisions no.

date

description

checked

signed

Revisions no.

date

description

checked

signed

Consultant: Contract Number:

University:

HETC 003

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Sol Plaatje University

Drawn

Graeme

Checked Chris

Date

Drawing Info

Project

Campus: Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-11-18 Scale

Drawing Title

Northern Steps Plans, Section, Elevations and Details This drawing to be read in conjunction with drawing no:

Page size

As indicicated @ A0 Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 3 AR DP 1 0 0 0 0 0 C

elev a:a

DETAIL : A

LEVEL OF COURTYARD - 1.070

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

LEVEL OF COURTYARD - 1.070

STEEL BALUSTRADE ELSEWHERE SPECIFIED SEE STEEL DRAWINGS FOR DETAILS

TACTILE INDICATOR

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

330mm concrete retaining wall below as per Structural Engineer

4 5 6

-0.130 level of upstand

FALL 1: 200

exp. joint

1000mm high steel balustrade

2 exp. joint

Flushed level

- 0.040

170mm upstand

FIRST STEP FLUSHED WITH PAVING / TACTILE INDICATOR

220mm RETAINING wall below paving level. - 0.115 below SCREED level. NOTE TOE ON SECTION.

RI DG EL

- 0.115 level of retaining wall

Two (x2) 50x10x8mm mild steel flat bar posts welded with 6mm fillet weld to base plate. Finished with STONCOR paint spec.

IN E

DETAIL PLAN : A

TOP OF RETAINING WALL

- 0.130

- 0.115

20mm chamfer corner

RETAIL SPACE

20mm chamfer corner

330mm Retaining as per engineer

Two (x2) 50x10x8mm mild steel flat bar posts welded with 6mm fillet weld to 8mm mild steel base plate. Baseplate bolted to first step as per engineer's specification and detail. Finished with STONCOR paint spec.

balustrade post cover plate over tile work

M12 expansion bolts 300mm c.c to fix concrete step to brickwork. At least 110mm deep. As per Enginner specification and detail

RETAIL SPACE

- 1.070

LEVEL OF SCREED 0.000

Two (x2) 50x10x8mm mild steel flat bar posts welded with 6mm fillet weld to base plate. Finished with STONCOR paint spec

IMPORTANT NOTE - ALL STEPS: To be embedded onto Brick work with cement based epoxy grout.

TOP OF UPSTAND - 0.130

M6 expansion bolts 300mm c.c to fix concrete step to brickwork. At least 110mm deep. As per Enginner specification and detail

SURROUND: 75 x 75 x 6mm galv. steel angle bracket surround to be filled with exposed aggregate and bolted to brickwork with expansion bolts 300mm c.c TOP OF FINISHED PAVING

50mm DIA mild steel handrail fixed to balustrade post with purpose made pin. Detail to follow. Finished with STONCOR paint spec.

NOTE - CONCRETE TOE TO ENGINEER's SPECIFICATION AND DETAIL.

STAIR NOTE : RISER 170mm THREAD 375mm FINISH : EXPOSED AGGREGATE

20mm chamfer corner

bergendal header course to be exposed to exterior of staircase. Finished with flush joints. To use SOLID bricks

DETAIL 100.01

PAVING TO FALL. 1:200

C003/AR/DP/100/001/C 75mm step overhang

HEIGHT NOTE: 170mm level per step to be checked and confirmed on site.

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

75mm step overhang

PAVING BY OTHERS 20mm chamfer corner

DETAIL 100.02

C003/AR/DP/100/001/C

330mm Retaining as per engineer

75mm step overhang

Concrete skin to be cast around existing built structure.

4 3 2

MIN 1:12 RAMP (UP)

Y10 reinforcement bars as per engineer

Flushed level

STEEL BALUSTRADE ELSEWHERE SPECIFIED SEE STEEL DRAWINGS FOR DETAILS

20mm chamfer corner

FALL 1: 200

20mm chamfer corner

FINISH: 75mm thick exposed aggregate infill within 75x75x6mm galv. mild steel angle bracket surround with flat bar lugs fixed into top of brickwork with fischer plugs

granite strip

level of tiling - 0.040

See CAD drawings for final construction detail

LAYERS OF WELL COMPACTED FILLING

bergendal header course to be exposed to exterior of staircase. Finished with flush joints. SOLID BRICKS TO BE USED

Flushed level

3D PERSPECTIVE

STAIR NOTE : RISER 170mm THREAD 375mm FINISH : EXPOSED AGGREGATE

20mm chamfer corner

SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

200 x 100 x 8mm mild steel steel base plate fixed to top of concrete retaining wall miwth M12 chemical anchor bolts. as per engieer specification and detail PAVING TO FALL. 1:200

LEVEL OF SCREED 0.000

granite strip

Flushed level

C003/AR/DP/100/001/C

CONCRETE STRUCTURAL COLUMN

TOP OF UPSTAND

C003/AR/DP/100/001/C

FALL 1: 200

Concrete skin to be cast around existing built structure.

MIN 1:12 RAMP (UP)

PROPOSED LOW WALL by landscape architect to contain ramp height to match that of building podium height. (NOT BY MURRAY & DICKSON)

level of tiling - 0.040

DETAIL 100.03

DETAIL 100.01

20mm chamfer corner

granite strip

Flushed level

FALL 1: 200 1

REINFORCED CONCRETEFOUNDATION AS PER ENGINEER SPECIFICATION AND DETAIL

NOTES: 1. 280/330 RC WALL STRIP FOOTING TO BE 850 WIDE x 250 DEEP

level of tiling - 0.040

NORTHERN STEPS PLAN

DETAIL SEECTION B - STAIR SECTION

scale 1:50

scale 1:10

DETAIL : B

20mm chamfer corner

S.O.P

ORANGE: line

FINISH: 75mm thick exposed aggregate infill within 75x75x6mm galv. mild steel angle bracket surround with flat bar lugs fixed into top of brickwork with fischer plugs

75mm step overhang

5 20mm chamfer corner

75mm step overhang

v-joint between concrete and exposed aggregate

458 x 300mm CONCRETE EXPOSED AGGREGATE inlay for Balustrade footing and coverplate. NOTE : Size to be determined by the 100 x 100 Granite tactile indicated tiles and should be CONFIRMED on site.

5mm thick exposed aggregate FINISH

- 0.040

- 0.130 20mm chamfer corner

1000mm high steel balustrade

75mm step overhang

20mm chamfer corner

75mm step overhang

- 0.115

DETAIL 100.01 - HANDRAIL DETAIL scale 1:2

20mm chamfer corner

S.O.P

of tactile indicator (see floor finish drawings - C003-AR-TD-101A-004C) for layout. ONLY FULL BLOCKS TO BE USED.

stack bond surround

20mm chamfer corner

150 x 200 x 8mm mild steel base plate bolted with 4 x chemical anchor bolts to retaining wall. All fixing and sizes to ENGINEER specification and detail.

IMPORTANT NOTE: REMEMBER TO INSTALL TACTILE INDICATORS. SEE TILE LAYOUT DRAWINGS FOR FLOOR FINISHES & LAYOUTS. (C003-AR-TD-101A-004C TO C003-AR-TD-104D-003C) for layout.

PAVING TO FALL. 1:200

scale 1:10

1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details 4. This drawing must not be scaled

no.

date

description

WELD: 6mm FILLET weld to engineer spec.

150 x 200 x 8mm mild steel steel base plate bolted with 4 x chemical anchor bolts to retaining wall. All fixing and sizes to ENGINEER specification and detail.

GRANITE TACTILE INDICATOR AS PER FLOOR FINISHES (see floor finish drawings C003-AR-TD-101A-004C)

DETAIL 100.3 - TOP BALUSTRADE FIXING DETAIL scale 1:2 Revisions

100 x 200 x 8mm mild steel cover plate to be installed over balustrade posts.

ORANGE:line

DETAIL PLAN A.01 - NORTHERN STEPS PLAN General Notes

150 x 200 x 8mm mild steel steel base plate bolted with 4 x chemical anchor bolts to retaining wall. All fixing and sizes to ENGINEER specification and detail.

stack bond surround (see floor finish drawings - C003-AR-TD-101A-004C) for layout.

STAIR NOTE : RISER 170mm THREAD 375mm FINISH : EXPOSED AGGREGATE

DETAIL 100.02 - BALUSTRADE TO TREAD FIXING DETAIL scale 1:2

DETAIL 100.01B - HANDRIAL DETAIL scale 1:2

100 x 200 x 8mm mild steel steel cover plate to be installed over balustrade posts. Finished with STONCOR paint system. SEE DETAIL 100.04 - C003-AR-DP-100-001C.

220mm RETAINING wall below paving level. - 0.115 below SCREED level. SEE SECTION FOR DETAIL. RETAINING WALL AS PER ENGINEER SPECIFICATION AND DETAIL

of tactile indicator (see floor finish drawings - C003-AR-TD-101A-004C) for layout. ONLY FULL BLOCKS TO BE USED.

level of retaining wall

ORANGE:line

50 x 10mm mild steel steel flat bar welded on top of 2 flat bar balustrade posts. All fixing and sizes to engineer specification and detail.

220mm RETAINING wall below paving level. - 0.115 below SCREED level. SEE SECTION FOR DETAIL. RETAINING WALL AS PER ENGINEER SPECIFICATION AND DETAIL

Purpose made mild steel steel handrail support bracket welded to 50 x 10mm galv. mild steel flat bar. Finished with STONCOR paint spec.

level of retaining wall

S.O.P

50mm DIA mild steel handrail fixed to balustrade post neatly welded to purpose made support bracket. Finished with STONCOR paint spec.

75mm step overhang

- 0.130

75mm step overhang

6mm back-to-back flat bars to form expansion joint - on EACH step

1000mm high steel balustrade

75mm step overhang

1000mm high steel balustrade

6mm back-to-back flat bars to form expansion joint - on EACH step

75mm step overhang

20mm chamfer corner

FINISH: 75mm thick exposed aggregate infill within 75x75x6mmgalv. mild steel angle bracket surround with flat bar lugs fixed into top of brickwork with fischer plugs

20mm chamfer corner

75mm step overhang

- 0.040

Project Number:

150 x 200 x 8mm mild steel base plate bolted with 4 x chemical anchor bolts to retaining wall. All fixing and sizes to ENGINEER specification and detail.

1000mm high steel balustrade

HETN001

WELD: 6mm FILLET weld to engineer spec.

50mm DIA mild steel handrail fixed to balustrade post with purpose made pin. Detail to follow. Finished with STONCOR paint spec.

75mm step overhang

- 0.040

IMPORTANT NOTE: Check and confirm HANDRAIL ANGLE on site.

20mm chamfer corner

v-joint between concrete and exposed aggregate

SURROUND: 75 x 75 x 6mm galv. steel angle bracket surround to be filled with exposed aggregate and bolted to brickwork with expansion bolts 300mm c.c

LEVEL OF COURTYARD - 1.070

75mm step overhang

Balustrade post bolted to last step. Connection as per engineer specification and detail.

scale 1:20

of tactile indicator (see floor finish drawings - C003-AR-TD-101A-004C) for layout. ONLY FULL BLOCKS TO BE USED.

LEVEL OF COURTYARD - 1.070

PAVING BY OTHERS

ELEVATION A - NORTHERN STEPS

stack bond surround

20mm chamfer corner

TOP OF FINISHED PAVING - 1.070

checked

signed

Revisions no.

date

description

checked

signed

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Drawing Info

Project University:

HETC 003

Sol Plaatje University

Drawn

Graeme

Checked Chris

Date

D1 IMPLEMENTED - PRICING TO BE CONFIRMED PRIOR TO CONSTRUCTION.

DETAIL 100.04 - COVER PLATE ISO DETAIL scale 1:2

Consultant: Contract Number:

DETAIL 100.05 - POST BASEPLATE DETAIL scale 1:2

Campus: Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-11-18 Scale

Drawing Title

Northern Steps Plans, Section, Elevations and Details This drawing to be read in conjunction with drawing no:

Page size

As indicicated @ A0 Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 3 AR DP 1 0 1 0 0 1 C

STEEL NOTE: Entire steel ducting support stucture to be Galvanized Finish.

GENERAL NOTE: DO NOT PRINT ON A1 SIZE PAPER. SHOULD ONLY BE READ ON A0's GENERAL NOTE: Please read in conjunction with the Engineer's fixing details and specifications Please refer to specification elsewhere for courtyard waterproofing and deck details

Project Number:

HETN001

General Notes 1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing.

Legend

Revisions no.

date

description

2015-09-21 I beam sizes increased as per Engineer's specification

4. This drawing must not be scaled

2015-09-28 Adjusted spout level and waterproofing in planter

5. Do not print A0 issued drawings on A1 paper. Drawings should under no

2015-09-30 Swapped mechanical ducting around

3. This drawing to be read in conjunction with all consultants drawings and details

circumstances be scaled.

checked

signed

Consultant: Contract Number:

University:

HETC003

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Sol Plaatje University

Drawn

Graeme

Checked

Chris

Date

Drawing Info

Project

Campus: Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-09-21 Scale

1:50

Drawing Title

PLAN, SECTION + ELEVATION FOR: HVAC DUCTING SUPPORT AT GYM This drawing to be read in conjunction with drawing no: Floor plans

Page size

Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 3 AR SD 1 1 1 0 0 4 C

elev a:a

SEE CATAGORY 2 CORNER DETAIL 1 for typical connection detail

upstand beam

Category type: 02 (1.5 kN/m)

upstand beam

elev b:b

50x12mm ms flat bar 10mm dia ms solid round spacing 100mm clear opening max.

opening in slab

50x16mm ms flat bar uprights. Spacing 1500mm maximum

200x150x16mm mild steel fixing plate. Bolt fixing as per Structural Engineer

Category type: 02 (1.5 kN/m)

10mm dia ms solid round bar/spacing 100mm clear opening max.

upstand beam

50x12mm ms flat bar

UFFL

elev c:c

DET SD 01

FLOOR: LIGHT WELL THIRD scale 1:50

DET SD 01

3mm thick solid rubber gasket

Fixing plate:150x100x16mm mild steel fixing plate. Bolt fixing as per Structural Engineer

Elevation

Section

DET SD 01: Fixing detail -floor fixing

Type 2 (generic - curved on plan) Scale 1:20 SEE CATAGORY 2 CORNER DETAIL 3

a:a elev SEE CATAGORY 2 CORNER DETAIL 2

a nd be upsta

edge of upstand

Line of handrail above center of upright

Edge of concrete upstand

4xM12 anchor bolts Stem: mild steel flats fixed to base with 8mm CFW. Size of stems vary depending on category please refer to details of each scenario

Edge of concrete upstand

Category type: 02 (1.5 kN/m) 2x50x16 upright baseplate: 16mm Fixing 4 x M12

CATEGORY 02 - BASE PLATE DETAIL

edge of upstand

scale 1:5

d stan

Line of handrail above

sta

ter

of u

4xM12 anchor bolts

prig

tan

sta n

rig

of u

Stem: mild steel flats fixed to base with 8mm CFW. Size of stems vary depending on category please refer to details of each scenario

sta

200x150 steel base plate grade S355JR . Thickness of base plate varies refer to category specifications on detail layouts

stan

Stem: mild steel flats fixed to base with 8mm CFW. Size of stems vary depending on category please refer to details of each scenario

nte

pri

4xM12 anchor bolts

edg eo f up stan d

cen

center of upright

nd psta of u e g ed

nd upsta

200x150 steel base plate grade S355JR . Thickness of base plate varies refer to category specifications on detail layouts

kN/

edge of upstand

of edge

ight

upr r of e t n ce

up e of edg

edge of upstand

Stem: mild steel flats fixed to base with 8mm CFW. Size of stems vary depending on category please refer to details of each scenario

ight

tand

4xM12 anchor bolts

r of up

t prigh f ups

o edge

center of upright

r cente

r of u

4xM12 anchor bolts

Line of handrail above

edge of upstand

Line of handrail above

ter

edge

stan of up

edg

Line of handrail above

f up

d pstan

ce n

of u edge

cente

Category type: 02 (1.5 kN/m)

elev d:d

upstand beam

4xM12 anchor bolts

elev b:b

Category type: 02 (1.5 kN/m)

CATEGORY 02 - CORNER BASE PLATE DETAIL 1

opening in slab

Stem: 50x16mm mild steel flats fixed to base with 8mm CFW

200x150 steel base plate grade S355JR . Thickness of base plate varies refer to category specifications on detail layouts

upstand bea

edge of upstand

center of upright

200x150x16mm steel base plate grade S355JR

edge of upstand

or Categ

) kN/m 02 (1.5 : e p y ty

(1.5

CATEGORY 02 - CORNER BASE PLATE DETAIL 2

CATEGORY 02 - CORNER BASE PLATE DETAIL 3

scale 1:5

CATEGORY 02 - CORNER BASE PLATE DETAIL 4

ype

: 02

CATEGORY 02 - CORNER BASE PLATE DETAIL 5

scale 1:5

ups ta

bea

Cat

ego

ry t

scale 1:5

IMPORTANT NOTE - FINAL PLATE SIZE TO BE CONFIRMED ON SITE - CHECK BALUSTRADE SPACING TO ENSURE FINAL PLATE IS CORRECT PROPORTION AND SIZE

NOTE : Balustrade to be spaced EQUALLY along curve. Balustrade maximum 1500mm c.c spacing

SEE CATAGORY 2 CORNER DETAIL 4

ele

SEE CATAGORY 2 CORNER DETAIL 5

IMPORTANT NOTE - BALUSTRADE POSTS TO BE MAXIMUM 1500mm APART AND SPACED EQUALLY. SPACING TO BE DETERMINED ON SITE. SEE TYPE 2 DETAIL.

FLOOR: LIGHT WELL THIRD scale 1:50 IMPORTANT NOTE - BALUSTRADE CONSTRUCTION TO BE COHERENT WITH REST OF BALUSTRADE DETAILS ON PROJECT. FILLITS, PLATE THINKNESS, CONNECTIONS, SPACING SIZES ALL TO BE COHERENT THROUGHOUT PROJECT AND MATCH. CHECK OTHER DETAILS ON SITE.

Project Number:

HETN001

Legend

Revisions no. 01

date

description

2015-08-05 Fixing detail updated as per Eningeer and each type drawi out on elevation

checked

signed

Consultant: Contract Number:

University:

HETC 0003

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Sol Plaatje University

Drawn

G.N

Checked

C. Wilkinson

Date

This license in respect of the copyright is expressly limited as aforesaid and the person and/or entity referred to above shall not be entitled to grant sub-licenses in respect of the copyright in this drawing to any other entity. This license confers no ownership right in the copyright vesting in the drawing and this drawing and the copyright subsisting therein will, at all times, remain the property of MASHILO LAMBRECHTS ARCHITECTS Any unauthorised reproduction, publication, transmission, adaptation and/or inclusion of this drawing in a cinematographic film or television broadcast is an act of copyright infringement which will render the doer of the act liable for civil copyright infringement and may in certain circumstances render the doer liable to criminal prosecution.

Drawing Info

Project

Campus: Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-11-09 Scale

1:50

Drawing Title

Steelwork Details: Third floor Balustrades This drawing to be read in conjunction with drawing no:

Page size

Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 3 AR SD 1 1 3 0 0 0 C

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth 120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth

Meter tap to be installed with 3 second flow. Design and spec to be confirmed by architect. SEE PATTERN for aestical look. Mosaic tile finish on galv.steel plate. Mosaic tiles fixed with waterproof tile adhesive and grout. To be done by specialist.

20mm Wide handle cut into galv. steel plate. See Section for dimensions

15 DIA Water tap to be fixed to galv. steel plate and to receice cover plate over mosiac tile finish.

414 x 954 x 6mm galv. steel back plate fixed to galv. steel frame with M8 hexagonal hot dip galv. bolt, washer and nut. - Bimetallic corrosion should be avoided at all times.

50mm DIA stainless steel slotted wastepipe to be fixed on underside of baseplate. water to disperse with haning chain. See sectional detail.

Pin fixed on inside of 50mm dia pipe to allow chain to hang from.

SEE PATTERN for aestical look. Mosaic tile finish on galv.steel plate. Mosaic tiles fixed with waterproof tile adhesive and grout. To be done by specialist.

8mm wide gap between frame and back plate.

Stainless steel chain to be suspended from pin with waste pipe. Last chain key to be cut and hung from pin.

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth

slab line

FRONT ELEVATION scale 1:5

slab line

SIDE ELEVATION

BACK ELEVATION

scale 1:5

PLEASE NOTE : This pattern is to give indication of style of Mosaic work. The basin itself will receive raidal mosaic work as per detail.

B 120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth 20mm course stone / gravel filled surrond of drinking fountain. water to disperse on course stone.

20mm course stone / gravel filled surrond of drinking fountain. water to disperse on course stone.

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth

Mosaic tile finish on cement infill. SEE PATTERN for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. Tiles to slope towards waste outlet. To be done by specialist.

50mm DIA stainless steel slotted wastepipe to be fixed on underside of baseplate. water to disperse with haning chain. See sectional detail.

RADIAL MOSIAC NOTE: Mosaic tile finish on cement infill. Mosaic to be done in RADIAL STYLE AROUND WASTE PIPE. See pattern for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. Tiles to slope towards waste outlet. To be done by specialist.

50mm DIA stainless steel slotted wastepipe to be fixed on underside of baseplate. water to disperse with haning chain. See sectional detail.

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth

Mosaic tile finish cement infill. SEE PATTERN for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. Tiles to slope towards waste outlet. To be done by specialist.

MOSIAC TILE PATTERN texture

DRINKNIG FOUNTAIN PLAN

SECTION C-C

scale 1:5

Project Number:

HETN001 General Notes 1. This drawing is to be read in conjunction with engineers drawings. 2. Any discrepancies to be reported to the architects prior to work commencing. 3. This drawing to be read in conjunction with all consultants drawings and details

Revisions no. 01

date 2015-08-10

RADIAL MOSIAC PLAN scale 1:5

Consultant: description Pebble slot on gound reduced with 100mm @ front

checked

signed

Drawing Info

Project

Contract Number:

University:

HETC 003

Requests and enquiries concerning this drawing and the rights subsisting therein should be addressed to the copyright owner.

Sol Plaatje University

Drawn

Graeme

Checked

Chris

Date

4. This drawing must not be scaled

Campus:

Legend

Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-10-06 Scale

1:5

Drawing Title

PLANS + ELEVATIONS + PATTERN: DRINKING FOUNTAIN This drawing to be read in conjunction with drawing no:

Page size

Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

DRAWING C003-AR-CD-116-000C AND C003-AR-CD-118-000C

Series

Drawing number

Revision

Stage

C 0 0 3 AR CD 1 1 9 0 0 1 P

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block. All joints and welding to be seamless, grinded down smooth Mosaic tile finish on cement infill. SEE PATTERN for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. Tiles to slope towards waste outlet. To be done by specialist.

20mm Wide handle cut into galv. steel plate.

Meter tap to be installed with 3 second flow. Design and spec to be confirmed by architect. Mosaic tile finish on cement infill. SEE PATTERN for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. Tiles to slope towards waste outlet. To be done by specialist.

slope down

414 x 954 x 6mm galv. steel back plate fixed to galv. steel frame with M8 hexagonal hot dip galv. bolt, washer and nut. - Bimetallic corrosion should be avoided at all times.

Cement fill to fall to waste pipe on 6mm thick base plate welded to galv. frame. 50mm DIA stainless steel slotted wastepipe to be fixed on underside of baseplate. water to disperse with haning chain.

Pin fixed on inside of 50mm dia pipe to allow chain to hang from.

Stainless steel chain to be suspended from pin with waste pipe. Last chain key to be cut and hung from pin.

8mm wide gap between frame and back plate.

120 x 10mm thick galv. steel frame to conceal waterworks and is fixed to galv. steel tubing and casted in concrete foundation block.. All joints and welding to be seamless, grinded down smooth

20mm course stone / gravel filled surrond of drinking fountain. water to disperse on course stone.

50 x 50 x 3mm galv. steel rectangular hollow section welded to underside of galv. steel frame. RHS to be casted into concrete. As per engineer detail and specification.

slab line

Mosaic tile finish on galv.steel plate. SEE PATTERN for aestical look. Mosaic tiles fixed with waterproof tile adhesive and grout. To be done by specialist.

20mm course stone / gravel filled surrond of drinking fountain. water to disperse on course stone.

50 x 50 x 3mm galv. steel rectangular hollow section welded to underside of galv. steel frame. RHS to be casted into concrete. As per engineer detail and specification.

slab line

SECTION A-A

slab line

SECTION B-B

scale 1:5

WASH BASIN TO HAVE RIADIAL MOSAIC WORK, AS PER MOSICAL RADIAL PLAN - C003-AR-CD-117-000

15 DIA Water tap to be fixed to galv. steel plate and to receice cover plate over mosiac tile finish.

40 x 30 x 2.5mm galv. unequal angle bracket welded to galv. steel frame and fixed to galv. steel end plate with M8 hexagonal hot dip galv. bolt washer and nut. - Bimetallic corrosion should be avoided at all times. 414 x 954 x 6mm galv. steel back plate fixed to galv. steel frame with M8 hexagonal hot dip galv. bolt, washer and nut. - Bimetallic corrosion should be avoided at all times.

PLEASE NOTE : This 3D is to give a general indication of what the drinking fountain will look like. Please refer to construction drawings for final design and specification.

3D RENDERING OF DRINKING FOUNTAIN perspective

scale 1:5

Project Number:

HETN001 General Notes 1. This drawing is to be read in conjunction with engineers drawings.

Revisions

2. Any discrepancies to be reported to the architects prior to work commencing.

no.

3. This drawing to be read in conjunction with all consultants drawings and details

date

2015-08-10

Consultant: description Pebble slot on gound reduced with 100mm @ front

checked

signed

Drawing Info

Project

Contract Number:

University:

HETC 003

Sol Plaatje University

Drawn

Graeme

Checked

Chris

Drawing Title

SECTIONS + 3D : DRINKING FOUNTAIN

Date

4. This drawing must not be scaled

Campus:

Legend

Erf: Council

SACAP

Professional Number

5622

Name

Manie

Central Campus Erf 2503

Signature

Land Parcel:

003

2015-10-06 Scale

1:5

This drawing to be read in conjunction with drawing no: DRAWING C003-AR-CD-116-000C AND C003-AR-CD-117-000C

Page size

Consultants In Office Drawing Number: 433

Drawing Number Campus

Land Parcel

Discipline

Series

Drawing number

Revision

Stage

C 0 0 3 AR CD 1 2 0 0 0 1 P

NOTES:

(1) QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH LOCAL AUTHORITY, NATIONAL BUILDING REGULATIONS, S.A.B.S SPECIFICATIONS AND THE NHBRC. (2) THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT SETTING OUT OF THE BUILDINGS. (3) THE CONTRACTOR IS TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS AGAINST THE DRAWINGS BEFORE PUTTING WORK IN HAND. (4) ALL BUILDING LINES, SERVITUDES, DIMENSIONS, BOUNDARIES AND EXISTING STRUCTURES SHOULD BE CHECKED BY THE BUILDING CONTRACTOR. (5) ANY DISCREPANCIES SHOULD BE POINTED OUT TO THE ARCHITECT FOR EXPLANATION OR CORRECTION. (6) NO SCALING FROM DRAWINGS. (7) DRAWINGS TO BE READ AS A SET WITH ALL CONSULTANT DRAWINGS. (8) DRAINAGE DIRECTION AND DEPTH TO BE CONFIRMED WITH THE LOCAL AUTHORITY. (9) ALL WATERPROOFING TO BE CONFIRMED AND INSTALLED BY SPECIALIST, THE ARCHITECT WILL TAKE NO RESPONSIBILITY IN THIS REGARD. ALL WATERPROOFING TO BE CERTIFIED BY SPECIALIST IN WRITING AND THIS DOCUMENT SHOULD BE ISSUED TO THE ARCHITECT

75 x 900 x 10mm flat bar balustrade post fixed to I-beam. 254 x 146 x 10mm Mild steel I-beam support to span accoss foyer space and fixed to side of concrete slabs

254 x 146 x 10mm Mild steel I-beam welded to I-beam support and mild steel I-beam column.

UFFL + 4250

254 x 146 x 10mm Mild steel I-beam column welded to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail.

300 x 300 x 12mm mild steel base plate bolted to concrete floor underneath screed with chemical anchor.

30mm DIA Cylindrical Spacers to fixed Flat Bar to I beam spaced @ 500mm c.c. 50 x 10mm Mild Steel flat bar fixed to underside of I beam with spaces @ 500mm c.c

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

254 x 146 x 10mm Mild steel I-beam column fixed to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail.

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

75 x 10mm flat bar handrail fixed to side of plastered wall with mild steel pins/handles

20mm thick mild steel stringer welded to undersideof steel staircase. See Detail.

LED Strip light

5mm DIA steel wires suspended from I-beam above and fixed to Z-Channel at FFL with Cable system kit @ 100mm c.c and tensioned

10mm DIA mild steel pins/handles to secure handrail to wall @ 800mm c.c. See Detail. 75 x 900 x 10mm flat bar balustrade post side of Landing with handrail pin/handle 50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

detail 24.08 C I-BEAM FOOTING DETAIL

Purpose made mild steel landing filled timber 300mm wide timber boards bolted to masonry wall with anchor bolt. See Detail

Scale 1:5

Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

DETAIL 24.08 B

20mm thick mild steel stringer welded to underside of steel staircase. See Detail. 10mm mild steel staircase tread and riser profile held in place with 2 x 20mm thick stringers

DETAIL 24.10 F

300 x 300 x 12mm mild steel base plate bolted to concrete floor underneath screed with chemical anchor.

STAIR NOTE:

254 x 146 x 10mm Mild steel I-beam column welded to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail.

Unless otherwise stated: RISER: x mm - contractor to determine on site TREAD: 300mm

100 x 50 x 2mm mild steel c-channel post bolted to concrete surface bed on mild steel base plate underneath screed Steel Wire Clapping Cable system kit fixed to Z-Channel profle below @ 100mm c.c and tensioned

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws countersunk screws to secure timber tread

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

UFFL 0000

FOR INFORMATION ONLY

detail 24.08 C1 FLOOR NOTE:

section a_a

DETAIL 24.08 C

DETAIL 24.08 D

DETAIL 24.10 E

I-BEAM FOOTING PLAN DETAIL

REVISIONS

Scale 1:5

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

1:20

DATE

DESCRIPTION

100 x 50 x 5mm Mild Steel C-Channel welded to 200 x 200 x 12mm mild steel base plate bolted to concrete surface bed underneath floor slab 300 x 300 x 12mm mild steel base plate bolted to concrete floor underneath screed with chemical anchor.

300mm wide timber planks fixed to flat bars with self-tapping wood screws on each side

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing

300mm wide timber boards fixed to 90 x 10mm mild steel flat bar with self tapping wood screw. Installation by specialist

3mm thick rubber matt/sheet installed between mild steel plate and masonary wall to absorb shock and sound 10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall @ 300mm c.c

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing 100 x 100 x 10mm mild steel equal angle welded to I-beam to support landing

100 x 100 x 10mm mild steel equal angle bolted to masonry wall 3mm thick rubber matt/sheet installed between mild steel plate and masonary wall to absorb shock and sound 110 x 110 x 8mm mild steel flange plate weldeld to extended stringer and bolted to masonary wall with anchor bolt

50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

detail 24.08 D

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

Scale 1:5

C-CHANNEL FOOTING DETAIL

PROJECT NAME: Proposed additions and alterations for Mr. de Beer, on stand portion 611and portion of portion 75, Reitfontein 375 JR

3mm thick rubber matt/sheet installed between timber tread and mild steel staircase tread to absorb shock and sound. Mat to stop 10mm short of edge to create shadow line

20mm thick mild steel stringer welded to understand of steel staircase. See Detail.

countersunk wood screws to secure timber tread

10mm mild steel plate to be welded underneath each equal angle to close of underside of landing

20mm thick mild steel stringer welded to underside of steel staircase. See Detail.

DRAWING TITLE: GLASS FLOORING LAYOUT PLAN

detail 24.08 B LANDING DETAIL Scale 1:5

detail 24.08 D1 C-CHANNEL FOOTING PLAN DETAIL Scale 1:5

SCALE:

1:20 and 1:5

DRAWN: DATE:

G.NOETH 2015-08-21

STATUS:

FOR CONSTRUCTION

JOB NO:

233 RIAAN DEBEER

DRAWING NO:

2400.08 SECTIONS A-A + DETAILS COPY RIGHT RESERVED ON THE CONTENTS OF THIS DRAWING

REV

75 x 900 x 10mm flat bar balustrade post fixed to I-beam with LED strip inside. See detail.

254 x 146 x 10mm Mild steel I-beam support to span accoss foyer space and fixed to side of concrete slabs

254 x 146 x 10mm Mild steel I-beam welded to I-beam support and mild steel I-beam column.

UFFL + 4250

glass flooring by specialist

30mm dia Cylindrical Spacers to fixed Flat Bar to I beam spaced @ 500mm c.c. Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist 3860 x 2047 x 12mm Safety glass panel installed with glass claps. ACCORDING TO SANS 10400. Installed by specialist

Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

75 x 10mm flat bar handrail fixed to side of plastered wall with mild steel pins/handles

countersunk screws to secure timber tread

DETAIL 24.09 G

50 x 10mm Mild Steel flat bar fixed to underside of I beam with spacers @ 500mm c.c

254 x 146 x 10mm Mild steel I-beam support to span accoss foyer space and fixed to side of concrete slabs

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

30mm dia Cylindrical Spacers to fixed Flat Bar to I beam spaced @ 500mm c.c.

5mm DIA steel wires suspended from I-beam above and fixed to FFL with Cable system kit @ 100mm c.c and tensioned

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

LED Strip light 20mm thick mild steel stringer welded to underside of steel staircase. See Detail.

10mm DIA mild steel pins/handles to secure handrail to wall @ 800mm c.c. See Detail.

254 x 146 x 10mm Mild steel I-beam column fixed to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail.

3860 x 2047 x 12mm Safety glass panel installed with glass claps. ACCORDING TO SANS 10400. Installed by specialist

75 x 900 x 10mm flat bar balustrade post side of Landing with handrail pin/handle

5mm DIA steel wires suspended from I-beam above and fixed to Z-Channel at FFL with Cable system kit @ 100mm c.c and tensioned

50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support Purpose made mild steel landing filled timber 300mm wide timber boards bolted to masonry wall with anchor bolt. See Detail

DETAIL 24.08 B

20mm thick mild steel stringer welded to underside of steel staircase landing.

100 x 50 x 2mm mild steel c-channel post bolted to concrete surface bed underneath screed and underneath first floor slab Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

STAIR NOTE:

5mm DIA steel wires suspended from I-beam above and fixed to FFL with Cable system kit.

Unless otherwise stated: RISER: x mm - contractor to determine on site TREAD: 300mm FLOOR NOTE: 10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

UFFL 0000

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

300 x 300 x 12mm mild steel base plate bolted to concrete floor with chemical anchor.

50 x 75 x 50mm mild steel Z-channel profile bolted to concrete surface bed underneath screed with HILTI anchor bolts. See detail.

UFFL 0000

line of surface bed behind

FLOOR NOTE:

section b_b

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

suspended wire evelation detail

Scale 1:20

254 x 146 x 10mm Mild steel I-beam column fixed to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail. 300 x 300 x 12mm mild steel base plate bolted to concrete floor with chemical anchor.

20 x 3mm flat bars welded to underside of handrail to conceal LED light. SEE DETAIL Strip LED light hidden between flat bars 75 x 900 x 10mm flat bar balustrade post fixed to concrete slab.

254 x 146 x 10mm Mild steel I-beam welded to I-beam support and mild steel I-beam column.

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

detail 24.09 G

suspended wire plan detail

HANDRAIL FIXING DETAIL

Scale 1:10

5mm DIA steel wires suspended from I-beam above and fixed to FFL with Cable system kit @ 100mm c.c and tensioned

Scale 1:5

NOTES:

FOR INFORMATION ONLY

REVISIONS NO

DATE

DESCRIPTION

PROJECT NAME: Proposed additions and alterations for Mr. de Beer, on stand portion 611and portion of portion 75, Reitfontein 375 JR

DRAWING TITLE: SECTION B-B AND SUSPENDED WIRE DETAILS

SCALE:

1:20 - 1:10 - 1:5

DRAWN: DATE:

G.NOETH 2015-08-21

STATUS:

FOR CONSTRUCTION

JOB NO:

233 RIAAN DEBEER

DRAWING NO:

2400.09 SECTION B-B + WIRE DETAIL COPY RIGHT RESERVED ON THE CONTENTS OF THIS DRAWING

REV

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws 3mm thick rubber matt/sheet installed between timber tread and mild steel staircase tread to absorb shock and sound. Mat to stop 10mm short of edge to create shadow line

countersunk wood screws to secure timber tread

20mm thick mild steel stringer welded to understand of steel staircase. See Detail.

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

3mm thick rubber matt/sheet installed between timber tread and mild steel staircase tread to absorb shock and sound. Mat to stop 10mm short of edge to create shadow line

FLOOR NOTE:

countersunk wood screws to secure timber tread

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

10mm mild steel staircase tread and riser profile by specialist 20mm thick mild steel stringer welded to understand of steel staircase.

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall. 313 x 842 x 10mm Mild steel base plate welded to staircase stringer and bolted to concrete surface bed underneath screed.

detail 24.10 F

detail 24.10 E

STRINGER & TREAD DETAIL

STAIRCASE FOOTING DETAIL

Scale 1:5

300mm wide timber planks fixed to flat bars with self-tapping wood screws on each side

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing

line of mild steel riser above 10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

100 x 100 x 10mm mild steel equal angle bolted to masonry wall and welded to I-beam column

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall @ 300mm c.c 10mm mild steel plate to be welded underneath each equal angle to close of underside of landing 3mm thick rubber matt/sheet installed between mild steel staircase profile and timber tread and risers to absorb shock and sound

20mm thick mild steel stringer welded to 313 x 842 x 10mm mild steel base plate 100 x 100 x 10mm mild steel equal angle bolted to masonry wall

313 x 842 x 10mm Mild steel base plate welded to staircase stringer and bolted to concrete surface bed underneath screed level

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

line of rubber mat above: to create 10mm shadow line

countersunk wood screws to secure timber tread

10mm mild steel plate to be welded underneath each equal angle to close of underside of landing

FIXTURES NOTE: 50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

detail 24.10 E1

All tread and riser fixings to be done on the UNDERSIDE of the stairscare. FIXINGS TO NOT BE VISIBLE ON STIARCASE ITSELF

110 x 110 x 8mm mild steel flange plate weldeld to extended stringer and bolted to masonary wall with anchor bolt

STRINGER BASE PLATE DETAIL Scale 1:5

20mm thick mild steel stringer welded to understand of steel staircase. See Detail.

steel staircase assembly not to scale

NOTES:

FOR INFORMATION ONLY

REVISIONS NO

DATE

DESCRIPTION

PROJECT NAME: Proposed additions and alterations for Mr. de Beer, on stand portion 611and portion of portion 75, Reitfontein 375 JR

DRAWING TITLE: DETAILS AND ASSEMBLY

SCALE:

1:5

DRAWN: DATE:

G.NOETH 2015-08-21

STATUS:

FOR CONSTRUCTION

JOB NO:

233 RIAAN DEBEER

DRAWING NO:

2400.10 DETAILS + ASSEMBLY COPY RIGHT RESERVED ON THE CONTENTS OF THIS DRAWING

REV

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

3m m

5000mm - Building Line

m 00 20

5000mm - Building

-B g in ld ui

Line

Line 2000mm - Building

ine eL ud vit

50 Bu

r we se

ci l un

ne Li

Erf 174

2000mm - Building Line

r Se

AREA SCHEDULE:

i ild ng Li

e lin

440

5 560

440

5 560

440

5 560

46 330

230

Wall Height = 2000mm

Erf Boundary

440

5 560

Wall Height = 2000mm

1.5m E/W 1.5m D

Erf Bounda

9 782

Low Retaining wall

NEW PROPOSED HOUSE

Entrance

440

3 838 Wall Height = 2000mm

FF area ratio to GF

= 54%

paving to fall

440

5 560

lH al W

t= gh

0m 00

tu vi r Se

326 4 626

22 200

5 073 19 330

440

4 224

Erf Boundary

5500L Rainwater collection tanks, to be Rainwater Queen corrugated finished, final installation to be confirmed and approved by architect/client

33 820

Line

RUTH STREET

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03 /29

5000mm - Street Building Line

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email email cell cell web

15 970

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Project:

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA Client:

Mr & Mrs Kamfer Drawing Name:

Site Plan Project Status

Construction Drawings Drawing Scale:

90mmØ HDPE

1:100 Project No.

Existing wate

2016-05-001 Architect:

Leon van der Westhuizen

concrete kerb

concrete kerb concrete kerb

BOUNDARY WALL NOTE: FINAL HEIGHT AND STEPS TO BE CONFIRMED ON SITE.

GSPublisherVersion 40.0.94.11

REV. NO

Existing water line

E 90mmØ HDr P line

DRAINAGE NOTES: ALL DRAINAGE ACCORDING TO NATIONAL BUILDING REGULATIONS - SANS 10400 AND TO COMPLY WITH LOCAL AUTHORITY BY-LAWS AND SPECIFICATIONS ON DRAINAGE INSTALLATION. - ALL LEVELS AND DIMENSIONS TO BE CHECKED ON SITE - NO SWP OR WWP TO CHANGE DIRECTION UNDER FLOOR SLAB - RE'S TO BE INSTALLED: * AT EVERY CHANGE OF DIRECTION EXCEEDING 45°, *AT RAMP IN DRAIN, EVERY 25m IN DRAIN, *1.5m FROM DRAIN CONNECTION, *AT HIGHEST POINT OF DRAIN, *IN BRANCHES EXCEEDING 3m IN LENGTH *BEFORE AND AFTER DRAIN UNDER BUILDING. - VENTILATION PIPES TO BE INSTALLED AT: * HIGHEST POINT * BRANCHES OVER 6m * BRANCHES WITH MORE THEN 1 OUTLET * AT SANITARY GROUP * GULLEYS AND GREASE TRAPS - ALL WASTE FIXTURES TO BE FITTED WITH ANTI-VAC TRAP WHERE INDICATED - ALL WASTE PIPES TO BE ACCESSIBLE FOR CLEANING AND REPAIR. - FOUNDATIONS TO BE REINFORCED WHERE PIPES PASS UNDER FLOOR SLAB

DRAWING HISTORY

NOTE: Tank not visible from street view. To comply to HOA regulations.

2 x 110mm diameter sleeves @ 500mm invert level.

GLASS NOTES: GLASS LOWER THAN 500mm TO BE SAFETY GLASS. ALL GLAZING TO COMPLY WITH SANS 10400 PART N & SANS RECOMMENDATION 0137 & 1263 - 2000, AS WELL AS AAAMSA REGULATIONS WHICH ARE BASED ON SANS 0137.

IF IN DOUBT, ASK!

5 450

1 - QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH LOCAL AUTHORITY, NATIONAL BUILDING REGULATIONS, SANS SPECIFICATIONS AND THE NHBRC. 2 - THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT SETTING OUT OF THE BUILDINGS. 3 - THE CONTRACTOR IS TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS AGAINST THE DRAWINGS BEFORE PUTTING WORK IN HAND. 4 - ALL BUILDING LINES, SERVITUDES, DIMENSIONS, BOUNDARIES AND EXISTING STRUCTURES SHOULD BE CHECKED BY THE BUILDING CONTRACTOR. 5 - ANY DISCREPANCIES SHOULD BE POINTED OUT TO THE Architect FOR EXPLANATION OR CORRECTION. 6 - NO SCALING FROM DRAWINGS. 7 - DRAWINGS TO BE READ AS A SET WITH ALL CONSULTANT DRAWINGS. 8 - DRAINAGE DIRECTION AND DEPTH TO BE CONFIRMED WITH THE LOCAL AUTHORITY.

GENERAL NOTES: - ALL FINISHES AND FITTINGS TO BE INSTALLED/ FITTED/FIXED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. - NB: FINAL DIMENSIONS TO BE TAKEN ON SITE AND REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE CHECKED PRIOR TO ORDERING OR MANUFACTURE. - ALL SPECIALISTS TO PROVIDE SHOP DRAWINGS AND SAMPLE TO BE APPROVED BY Architect PRIOR TO MANUFACTURE. ALL SPECIALIST DETAILS TO BE DESIGN, SUPPLY AND INSTALL - WINDOWS ON SCHEDULE DRAWN AS SEEN FROM THE OUTSIDE - ALL DIMENSIONS OF OPENINGS AND DOORS SWINGS TO BE CHECKED IN SITE PRIOR TO MANUFACTURE - QUANITITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR

0 42

5000mm - Building

2000mm - Building

Existing wate

E 110mmØ HrDlinPe

Paving Note: 55mm thick, Bosun, Smooth Ethnic Paver, 200 x 150 x 55mm (pattern to be conﬁrmed by architect) on 25mm compacted sand bed with ﬁne jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

= 0.32

a nd ou

415

concrete kerb

Vehicular Entrance NO OBSTRUCTION

F.A.R.

100.000

Horizontal slatted timber gate as per gate & screen schedule. Self closing as per SANS pool safety requirement

8 030

concrete kerb

6000l "Jo-Jo" tank underground by specialist.

Wall Height = 2000mm

8 650

Water Connection

= 19%

440

ry f Bounda

Coverage

NOTES

C filter system

Erf Boundary

Garden wall

water tap

50mm Ø uPVC waste pipe to enter gulley with trap

grey water collection

SERVICE YARD

Wall Height = 2100mm

Landscaping by specialist

= 51m2

Paving

paving to fall

Driveway

Open deck

Erf 172

6 324

paving to fall

6 258

100.000

2 000

1 500

50mm Ø uPVC waste pipe 110mm Ø uPVC ss with 2w vv in duct with access panel.

Line of First Floor Over

5 118

Landscape "Planter boxes" by client

sink

water tap

Horizontal slatted timber sliding gate as per gate & screen schedule. Self closing as per SANS pool safety requirement

2 500

water tap Gulley

5000mm - Street Building Line

1 500

Line of First Floor Over

5 560

Generator

Line of First Floor Over

paving to fall

NOTE: Generator must comply with all legislated and HoA regulations NOTE: Generator not visible from Street.

Line of First Floor Over

4 355

paving to fall

1200mm High Timber with steel substructure garden enclosure.

230

4 025

440

2400mm wide paved SW apron all as per Eng. design & spec.

Landscaping by client

440

50mm Ø uPVC waste pipe to prep bowl above

230

STORM WATER NOTE: Storm Water management as per Engineer.

Wall Height = 2000mm

7 011

5500L "Jo-Jo" Vertical Water Tanks for Rainwater collection. NOTE: Tank not visible from street view.

shr

agricultural drain below

PATIO Line of First Floor Over

Line of First Floor Over

00mm

11 12 13 14 15 16 17

agricultural drain below

Servitude Line

hwb

30 100

99.500

9 8 7 6 5 4 3 2

water tap

= 509m2

2000mm - Building Line

Wall Height = 20

5 560

Erf Boundary

Erf 176

water tap

agricultural drain below

Total Covered

99.500

Low Retaining wall

5000mm - Building Line

440

Pool Pump location

= 22m2

Erf Boundary

15 458 Line of First Floor Over

agricultural drain below

Covered Balcony

440

Wall Height = 2000mm

water tap

Low Retaining wall

= 17m2

5000mm - Building Line

POOL

Covered Patio

e 230

Line of First Floor Over

Low Retaining wall

= 470m2

n Li

Landscaping by specialist

5 560

14 520

m 00 20

POOL NOTE: Pool & water feature safety and backwash to comply with SANS 10400 and HoA regulations.

PLANTER

Sub-Total

itu

= ht

Erf 175 Tijgervallei Ext 18, The Ridge Estate

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

= 164m2

2000mm - Building Line

Line of First Floor Over

230

First floor

40 56

g ei

Landscaping by specialist

440

5000mm - Building Line

l al W

4 646 Pond to be detailed

= 306m2

10 020

Ground floor

3 814

SewMH118

2000mm - Building Line

= 1586m2

FF x 100 ÷ GF

440

5 560

ACCESS ROAD

220

440

5 560

230

440

230

6 019

99.000

Erf size

FOR CONSTRUCTION

Site Plan

1:100

SACAP REG:

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

Cad No.

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

101

erf boundary

NOTE: brickforce every 3 brick courses

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

position of electrical fence

masonry course plastered to fall inward

AREA SCHEDULE: Ground floor

= 306m2

First floor

= 164m2

Sub-Total

= 470m2

Covered Patio

= 17m2

Covered Balcony

= 22m2

Total Covered

= 509m2

Open deck

= 51m2

Coverage

= 19%

F.A.R.

= 0.32

FF area ratio to GF

= 54%

-B g in ld ui

Line

N.G.L

m m

N.G.L

00 20

2000mm - Building

230mm masonry wall. plaster & paint to Eng. design and specification

99.000

ne Li

e lin

concrete foundation to Eng. design and specification

g in

ild

r we se

cil un

fill

ne Li

plaster to be 85mm under N.G.L

TYPICAL BOUNDARY WALL DETAIL: scale 1:20 1.5m E/W 1.5m D

28 930 5 060

6 600

2 970 220

4 840

150mm dry stack stone cladding by specialist & architect/client approval. Masonry wall preparation: Mortar joints to finished flush and all openings closed off. Apply vertical waterproofing & "galv. sheet metal wall ties" after. All as per Architect approval.

8 166 1 320

3 986

2 860

Line of First Floor Over

880

770

2 420

770

220

4 840 4 840 5 720

440

220

2 420

980

220

4 410 2 420

1 430 880

220 1 400

1 430

220

880

7 591

Yard Paving -0,170

* Planters to be built and detailed once levels are determined and conﬁrmed.

Planter Boxes by client

R 550 220

1 430

910

Extend wall to flush with Raft

6000l "Jo-Jo" tank underground by specialist.

Project:

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA Client:

Mr & Mrs Kamfer

Ground Floor Plan

220 990

1 080

1 120

660

Project Status 110

3 410 2 640

2017/04 /10 2017/05 /18

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Drawing Name:

3 740

email email cell cell web

G02

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

220

filter system

- 0,170

Patio Slab to line up with concrete column. Stone skin to wrap around. New cavity wall to be built to accommodate step down.

2017/03 /29

220 2 530 220

170 mm ramp up

BIC

grey water collection

water tap

CNR - C detail

RWDP

W07

ISSUE FOR CONSTRUCTION 220mm Wall underneath staircase changed to 330mm. Wall under landing to move with 220mm to the east.

20 654

660 403

550

440 330

220

6 050

4 768

steps down to NGL

4 510 6 490

4 510

D03

770

W08

50mm Ø uPVC waste pipe 110mm Ø uPVC ss with 2w vv in duct with access panel.

Construction Drawings

5500L Rainwater collection tanks, to be Rainwater Queen corrugated finished, final installation to be confirmed and approved by architect/client

Drawing Scale:

NOTE: Tank not visible from street view. To comply to HOA regulations. 110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

Line

Ground Floor

4 510

1 980

330

220 769

1 210

990 220

220 110

770

1 100 110 220

- 0,085

CNR - C detail

R 550

ISSUE DATE

REVISION DISCRIPTION

Landscaping by client

1 100 220

1 650

W06A Storage Grano

5 090

9 240

5000mm - Building

2 x 110mm diameter sleeves @ 500mm invert level.

Gas bottle storage as per SANS 10400. Gas line reticulation as per SANS 10087

220

2 090

330

2 640 2 970

Change ID

Tiles

85mm step up

10 450

2 390

4 070

D02

220

paving to fall

paving to fall 220

1 540

W04

770

hwb 1 650

770

27 170

2000mm - Building

Existing wate

GSPublisherVersion 40.0.94.11

660

3 960

Water Connection

E 110mmØ HrDlinPe

2 640

440

220

planter

1 650

D09

1 100

D10

1 210

Horizontal slatted timber gate as per gate & screen schedule. Self closing as per SANS pool safety requirement 220

220

line of concrete bench

shr

paving to fall

770

±0,000

low level retaining wall

W06A

50mm Ø uPVC waste pipe to enter gulley with trap

R 550

screed to fall

D08

3 300

D04

170mm step up

770

Line of First Floor Over

Patio Tiles

7 590

W09

gas line to run in sleeves

screed to fall

Staff Quarters Tiles ±0,000

water tap Gulley

REV. NO

RWDP

water tap

220

DP01B

2 230

W10

220 660

220

2 942

CE RWDP

CNR - C detail 220

220

W06

vent for heat extraction

Landscaping by specialist

1 018

RWDP

3 602

W05

2 420

600 880

220

1 430

sink

6 710

line of concrete bench

planter

water connection

steps up

Floating Bench detail to be confirmed

1 458

1 430

660

3 520

3 080

D17 D11

1 870

550 440 220

2 610

Scullery Tiles ±0,000

220

4 085 5 025 5 575

1 650

D18

330

220

110

550

110 400 220

500

Single Skin outside

Kitchen Tiles ±0,000

RWDP

beam over

Formal Lounge Tiles ±0,000

prep. bowl

1 870

880

1 495

Pantry Tiles

timber deck

Paving

465 1 205

braai

465

110 2 045 1 570 1 950

double volume

3 520

330 1 430

220

CNR - A detail

220

250 250

250

880

W02 DP01B

90 155 440 880

805 1 025

gas line to run in sleeves in 100mm slab

85mm step up

Driveway

100.000

DRAWING HISTORY

2 540

Dining Tiles

R 380

220 220

770

220

4 290 6 415

220

RWDP

220

660

1 100

220

2 310

954

660

4 840

660

220

1 2

FIBRE CEMENT Access for Flue

±0,000

2 420

BIC

detail

IF IN DOUBT, ASK!

Deck Timber

2 525

254 x 146 MILD STEEL CNR - B I-Section over steps up

Co-ordinate 170mm step down in raft on site.

-0,340

R 440

880

±0,000

Horizontal slatted timber sliding gate as per gate & screen schedule. Self closing as per SANS pool safety requirement

1000mm high balustrade

2 430

85mm step up

220

water tap 2 420

double volume

D05

Sectional Garage Door: Horizontal timber slatted finish.

1200mm wide built in woodburn Braai as per specialist specification and detail. Chimney as per detail & SANS 10400 part V. 606

MacD ROCAL Fireplace. Detail to follow

4 044

440 110

2H Fire door

254 x 146 x 2640mm MILD STEEL I-Section over

880

1 100 220

Entrance Tiles 2 420

1 760

146

3 770

W11

2 090

RWDP

220

G01

11 12 13 14 15 16 17

220

100 1 220

1 320

D12 D13

220

D14

50mm Ø uPVC waste pipe to prep bowl above

770

2 420

D15 3 190

220

4 275

movement joint

7 150 880

770

step up 1 2

110 wall below

1 027

3 000

Garage Grano + 0,000

paving to fall 1 870

440

1 100

220

645 2 422

3 218

1 100

110

shr

3 380

5 830 8 800

Tiles -0,340

D16

9 8 7 6 5 4 3 2

Line of First Floor Over

5000mm - Street Building Line

hwb

660

movement joint

Generator Grano

3 630

880

1 320

220

W12

1200mm High Timber with steel substructure garden enclosure.

DP03

220

220 1 760 330

550 1 760

1 210

15 841

2H Fire Wall

paving to fall

NOTE: Generator must comply with all legislated and HoA regulations

W13

220

Landscaping by specialist

POOL NOTE: Pool & water feature safety and backwash to comply with SANS 10400 and HoA regulations.

2 860

Lounge Tiles -0,340

RWDP

W01

220

Pool by specialist

RWDP

550 110 RWDP

600

680

PLANTER

Line of First Floor Over

440

1 100

990

water tap

10 880

1 300

-0,340

duct

W03

660

Line of First Floor Over

BIC

DP01A

access door below staircase

Guest Bedroom Laminated Timber

5500L "Jo-Jo" Vertical Water Tanks for Rainwater collection. NOTE: Tank not visible from street view.

440 2 420 1 100

1 650

1 320

low level retaining wall

99.500

D01

880

85mm step up

RWDP

3 190

4 180

110 440

110°

1 670 110 1 780

water tap

440

1 101

CONCRETE STAIR NOTE: Treads: 300mm (min 250mm) Risers: 170mm (max 200mm)

220 1 101

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

1 101

amount of steps to be confirmed on site

220

5000mm - Building Line

440

220

2 640

6 490

220

1 734

2 530

1 430

8 024

3 986

1 430

1 100

1 760

3 080

1 430

3 850

220

4 620

6 826

900

1 100

660

880

1 300

2 834

220

3 740

990

3 190

2 614

220

1 540

220

2000mm - Building Line

3 095

4 510

1:100, 1:20 Project No.

2016-05-001

2000mm - Building Line

865

5 720

5000mm - Building Line

3 960

SewMH118

2000mm - Building Line

FF x 100 ÷ GF

NOTES

5000mm - Building

plaster & paint colour to architects specification

= 1586m2

5000mm - Building Line

NOTE: masonry walls and foundation to Eng. design and specification

erf boundary

pre-cast lintel support

Erf size

FOR CONSTRUCTION

Architect:

Leon van der Westhuizen

1:100

SACAP REG:

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

Cad No.

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

201

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

25 740

220

3 740

2 090

220

1 650

1 009

7 920

1 600 2 200 110

hwb

1 100

hwb

fal

1 649

632 3 632 9 239

3 412

3 000

550

1 375

438

220 218 220

IF IN DOUBT, ASK!

Fullbore

R 350

DRAWING HISTORY

5 620

15 070

R 660

20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on 40mm thick ISO Board Insulation with T&G proﬁle on "Derbigum SP4" or similar approved torchon DPM waterprooﬁng membrane by approved applicator, on 170mm thick concrete slab with a min 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated.

MILD STEEL canopy to detail and eng speciﬁcation and detail.

770

2 502

+2,975

opening in slab to detail R 350

Fullbore

screed apex

ll fa

sc re ed

3 162

ll screed to fa

d ee

R/C roof structure Selected Gravel covering over waterproofing

all to f eed scr

1 760

bath

110 440 110 660

110mm Ø uPVC ss with 2w vv in duct with access panel Gasline for wall mounted gas geysers

R 350

Fullbore

220

50mm Ø uPVC waste pipe

550

Fullbore

opening in slab

550

shr

Main En-Suite Tiles

W22

RWDP

DP02

220

RWDP

CNR - A detail

3 108

hwb

W23A

770

110

660 880

660

1 100

W23B 50mm Ø uPVC waste pipe

4 428

1 100

hwb

220

1 672

3 958

2 420 1 100

220 880

D24

shr

+3,060

planter to be waterproofed and drained by specialist

1 595

1 760

600

bath

D19

220

Main Bedroom Laminated Timber +3,060

2 530 1 100 2 750

770

220

1 979 1540 220 220

BIC

1 220

220

Bathroom Tiles

Fullbore

660

1 760

630

1 100

R 380

6 160

D20

300

600

D22

D23

1 210

220

1 100

D21

2 420

600

660

220 3 740 600

W24

+2,975

110

1000mm high balustrade

Study Tiles

220

Fireplace Flue

BIC

Hallway Tiles

220

550

220

6 270 1 870 550 1 100

1 870

R 380

W25

D07

600

220

1 760

220

550

4 180

220

2 420

220

110

2 200

1 100 220

5 060

3 850

3 190

5 720

85mm step up

3 520

3 740

BIC

+2,975

110°

1 229

490

CNR - A detail

double volume

BIC

+3,060

3 740

110

W26

50mm Ø uPVC waste pipe to below

double volume

minimum 1000mm high MILD STEEL balustrade to detail

990

4 922

Balcony Tiles

W19

600

Bedroom 2 Laminated Timber

+3,060

1 440

1 253

counter top

690

Bedroom 1 Laminated Timber

600

prep. bowl

578

W18

3 270

+3,060

Walkway Timber Decking

internal sill seating

880

1 760

NOTES

880

W17

internal sill seating

W15

1 100 110

220

1 760

W16

1 650 2 640

220

330

5 280

470

220

1 760

1 294

220

11 12 13 14 15 16 17 18

1 1 339

R/C roof structure Selected Gravel covering over waterproofing

110 wall below

1 540

minimum 1000mm high safety GLASS balustrade to detail & by specialist.

3 740

9 8 7 6 5 4 3 2

3 630

+3,060

W27

4 510

1 210

330

W14

PJ Lounge Tiles

3 960 220

D06

screed apex

20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on 40mm thick ISO Board Insulation with T&G proﬁle on "Derbigum SP4" or similar approved torch-on DPM waterprooﬁng membrane by approved applicator, on 170mm thick concrete slab with a min 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated.

880

5 830

8 690

Calore SUPERIOR MONIA Freestanding ﬁre place. Installed according to SANS 10400 and manufacturer's' speciﬁcations and details

980

440

220

110 440

Fire Place Chimney Flue according to SANS 10400

Balcony Baclony Tiles 85mm step up

+2,975

1 091

220 1 870

110°

1320

RWDP

CONCRETE surface top

Fullbore

220

2 860

RWDP

5 940

minimum 1000mm high MILD STEEL balustrade to detail

2 090

fal

1 540

220

CONCRETE surface top bench. Permanent Shutter below

+2,975

Fullbore

eed

220 440 220

R/C roof structure Selected Gravel covering over waterproofing

550

Fullbore 6 519

580

880

screed apex

2 750

ed re

770

fall

scr

CONCRETE STAIR NOTE: Treads: 300mm (min 250mm) Risers: 170mm (max 200mm)

planter to be waterproofed and drained by specialist

l al

eed to

990

220

3 281

4 400

scr

880

1 760

3 080

220

3 740

880

2 200

220

1 430

1 870

W21

220

2 760

1 540

W20

110

1 870

4 180 3 960

760

1 210

770

220

3 300

1 650

990

4 730

4 290

770

4 070

1 870

990 110

660

3 300

7 920

3 630 3 850

1 430

220

4 070

1 210

4 730

FOR CONSTRUCTION

660

3 548

2 420

220

880

220 990

1 072

880

1 320

110

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03 /29

220

6 050

550

REV. NO

5 720

17 600

25 740

First Floor

1:100

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email email cell cell web

24 819 9 529

20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on 40mm thick ISO Board Insulation with T&G proﬁle on "Derbigum SP4" or similar approved torch-on DPM waterprooﬁng membrane by approved applicator, on 170mm thick concrete slab with a min 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated.

15 290

6 559

880

2 970

screed apex

+5,950

Drawing Name:

720

First Floor + Roof Plan

9 239

720

Project Status

75x50mm MILD STEEL Lipped channel purlins, erected by specialist & to Eng. spec. @ 893mm c.c

720

Fullbore

screed apex

Construction Drawings Drawing Scale:

3 958

1:100 Project No.

2016-05-001

Fullbore to duct below

+5,950

75 x 50mm MILD STEEL Lipped Channel purline "Extension" as per Engineer spec. & Approval @893 c.c

Mr & Mrs Kamfer

720

FALL @ 3 deg

8 580

4 950

220

821

Client:

968

2 278

1 858 7 920

1 858

1 640

219

3 850

2 206

1 212

2 424

Architect:

Leon van der Westhuizen

1 212

1 197

1 485

glass skylight as per specialist detail and specification.

13 750

SACAP REG:

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

25 520

2. GSPublisherVersion 40.0.94.11

+5,950

5 281

Fullbore

220

75x50mm MILD STEEL Lipped channel purlins, erected by specialist & to Eng. spec. @ 893mm c.c

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA

720

Mild Steel roof trusses to be supplied & erected by specialist & to Eng. spec. Trusses: 300 x 75 x 20mm mild steel lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ 1212mm c/c. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down. Purlins: 125 x 50 x 20mm mild steel lipped channel purlins spaced @ max 1100mm c/c (confirm with sheeting manufacturer) Roof Sheeting: SAFINTRA Roof sheeting system. Colour=Charcoal grey Roof edges: purpose made Chromadeck flashing as indicated with color to match sheeting. Architect to approve all flashings before manufacture & installation Insulation: A) 4mm Alucushion® / Bubblefoil® FR (Fire Retardant) - white polyethylene coated single sided aluminium foil insulation Code 2906 as supplied by Alucushion® Thermal Insulation (Pty) Ltd. Laid taut over purlins and fixed concurrent with roof covering; overlapped longitudinally by 100mm; on and including white PVC coated straining wire spaced at 383mm centres; all in strict accordance with the manufacturers specifications. Confirm further installation specs with architect or manufacturer. B) 40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. Confirm further installation specs with architect or manufacturer.

Project:

R/C upstand as per engineer's specification and detail.

+5,950

4 510

Suggested PV Panels positions for future. Installation by specialist

5 280

RWDP

75 x 50mm MILD STEEL Lipped Channel purline "Extension" as per Engineer spec. & Approval @893 c.c

ROOF NOTE:

1 870

175 x 50mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ 1100mm c.c. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down.

chimney flue

Fullbore

7 260

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Roof Plan

1:100

Cad No.

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

202

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

Erf Boundary Line

2 720

680 1 870 935

340

255

+2,125

Screen wall height

255

510

765

510

Lintel Height

2 465

2 125

2 465

MILD STEEL with Horisontal Timber Slats self closing gate.

±0,000 0 Ground Floor

Driveway paving to slope away from Garage

r/c raft foundation and ﬂoor structure as per Engineer design & spec

-1,190

5000mm Building Line double storey

-1 Foundation level

FLOOR NOTE: Final ﬁnish as per architects spec. & client approval on 25-40mm sand cement screed on 85mm r/f concrete surface bed on 150mm layers min. compact ﬁll on 75-100mm sand binding layer.

Section B-B

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03 /29

Erf Boundary Line

2000mm Building Line

5000mm Building Line double storey 425

4 195

100

290

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email email cell cell web

+3,315 Top of Beam +3,060 1 First Floor

220

510

1 030 425

425 425

Various

Top of slab

duct

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

House Kamfer

+2,805

Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA Client:

U/S of Slab

Mr & Mrs Kamfer Drawing Name:

R/C OFF SHUTTER slab as per Engineer spec & approval.

Section A-A and B-B

3 145

440mm Concrete coping edge.

braai

concrete tile ﬁnish

1:50

1 020

550

340

FILL

DPC

Construction Drawings Drawing Scale:

MacD Fire House ﬁre place to specialist DPC

Project Status

boundary wall behind height to be conﬁrmed on site

FILL

±0,000 0 Ground Floor

DPC

-0,340

NGL

DPC

r/c raft foundation and ﬂoor structure as per Engineer design & spec r/c strip foundation and ﬂoor structure as per Engineer design & spec

r/c raft foundation and ﬂoor structure as per Engineer design & spec

r/c strip foundation and ﬂoor structure as per Engineer design & spec

Project No.

2016-05-001

Lounge Level Height

-1,190 -1 Foundation level

Erf Boundary Line

Final ﬁnish as per architects spec. & client approval on 25-40mm sand cement screed on 85mm r/f concrete surface bed on 150mm layers min. compact ﬁll on 75-100mm sand binding layer.

REV. NO

Project:

Weather drip

Lounge

+5,950

Fibre Cement Wall construction to specialist

510

2 380 2 805

FILL

Selected Gravel covering over waterprooﬁng

2000mm Building Line

5000mm Building Line double storey

254x146mm MILD STEEL I-Beam

CONCRETE STAIR NOTE: Treads: 260mm (min 250mm) Risers: 170mm (max 200mm)

425

DPC

1 805

525 1 770

2 720

1 000 425

2 380

concrete stepping stones

Water proof top and sides concrete upstands with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume to a slurry and apply two coats of "Cemcrete Permastop" with an overcoating time of 30 minutes,all in accordance with manufacturer`s recommendations.

5000mm Building Line double storey

r/c raft foundation and ﬂoor structure as per Engineer design & spec

DPC

170

grano screed ﬁnish

660

Top of Upstand

+5,355 Height of Lintels

Purpose made BRICK & LINTEL box as per Engineer spec & approval.

slip joint

Various

safety glass divide (wine cellar behind) tile ﬁnish

220

+6,290

+5,780 2 Roof Plan

Plaster & Paint ﬁnish chimney as per detail & SANS 10400 part V.

internal concrete seating

minimum 1000mm high MILD STEEL balustrade to detail & by specialist.

Formal Lounge

989

510

510 935

340

3 315 2 380

3 485

905

R/C OFF SHUTTER slab as per Engineer spec & approval.

255

425

340

tile ﬁnish

internal concrete seating

FILL r/c raft foundation and ﬂoor structure as per Engineer design & spec

2000mm Building Line

769

600 x 600 Terazzo tiles as per architects spec. & client approval on 25-40mm sand cement screed on 170mm r/c concrete slab.

FLOOR NOTE:

Erf Boundary Line GSPublisherVersion 40.0.94.11

plaster and paint

tile ﬁnish

Plaster & Paint 2 805

2 125

DPC

r/c strip foundation and ﬂoor structure as per Engineer design & spec

Bedroom 1

plaster and paint

slip joint

Storage

DPC DPC

R/C slab as per Engineer spec & approval.

Plaster & Paint

-1,190 -1 Foundation level

slip joint

2 295

Service yard Plaster and Paint

DPC

Selected Gravel covering over waterprooﬁng

Weather drip service yard wall behind

170

-0,170

NGL

170

IPE180 MILD STEEL I-beam entrance canopy boundary wall behind

100mm slab as per engineer

FLOOR NOTE:

510

+2,805

Screen Wall +2,125 Height

Service yard level

see concrete roof note R/C OFF SHUTTER slab as per Engineer spec & approval.

Shared Bathroom

1 270

5000mm Building Line double storey

170

+3,060

0 Ground Floor

20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on 40mm thick ISO Board Insulation with T&G proﬁle on "Derbigum SP4" or similar approved torch-on DPM waterprooﬁng membrane by approved applicator, on 170mm thick concrete slab with a min 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated.

Water proof top and sides concrete upstand with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume to a slurry and apply two coats of "Cemcrete Permastop" with an overcoating time of 30 minutes,all in accordance with manufacturer`s recommendations.

255

+3,315

±0,000

see concrete roof note R/C OFF SHUTTER slab as per Engineer spec & approval.

CONCRETE FLAT ROOF NOTE:

100mm DRY STACK STONE cladding by specialist & architect/ client approval. Masonry wall preparation: Mortar joints to finished flush and all openings closed off. Apply vertical waterproofing & "galv. sheet metal wall ties" after. All as per Architect approval.

2 465 U/S of Slab

CEILING VOID gypsum ceiling

255

Top of 1 First Floor

40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. 3°

Weather drip

680

Top of Beam

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

see roof spec.

510

+5,780 2 Roof Plan U/S of Slab

2 975

+5,950

2000mm Building Line

Top of slab

Erf Boundary Line

+6,290

1:50

300 x 75 x 20mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ as indicated on roof plan. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down.

340

Top of Beam

DRAWING HISTORY

Section A-A

IF IN DOUBT, ASK!

Erf Boundary Line

r/c raft foundation and ﬂoor structure as per Engineer design & spec

230mm Flush plastered and painted brick wall ﬁnish

Kerb

r/c raft foundation and ﬂoor structure as per Engineer design & spec 5000mm Building Line double storey

2000mm Building Line

strip foundation and ﬂoor structure as per Engineer design & spec

U/S of slab

+2,465

NOTES

NGL

r/c raft foundation and ﬂoor structure as per Engineer design & spec Off-shutter concrete ﬁnish planter

+2,720

FILL

DPC

1 First Floor Top of Slab

R/C slab as per Engineer spec & approval.

2000mm Building Line

532

grano screed ﬁnish

tile ﬁnish

DPC

Erf Boundary Line

340

2 720

3 145

3 400

tile ﬁnish

D12

25-40mm Grano screed to engineer & speciﬁcation and detail. Movement joints to be placed every 4000mm min. on 85mm r/f concrete surface bed on 150mm layers min. compact ﬁll on 75-100mm sand binding layer.

wb DPC

+3,060

service yard wall behind

GARAGE FLOOR NOTE:

shower

340

Purpose made horizontally slatted meranti sectional garage doors by specialist

D15

Pool decking

NGL

510

Double Garage

-1,190 -1 Foundation level

Selected Gravel covering over waterprooﬁng

plaster and paint

2 Roof Plan U/S of Slab

IPE180 MILD STEEL I-beam entrance canopy

50mm shadowline as per detail

Guest Bedroom

W02

Water proof top and sides masonry parapet walls with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume to a slurry and apply two coats of "Cemcrete Permastop" with an overcoating time of 30 minutes,all in accordance with manufacturer`s recommendations.

340

slip joint

Guest Bathroom

plaster and paint

100mm DRY STACK STONE cladding by specialist & architect/client approval. Masonry wall preparation: Mortar joints to finished flush and all openings closed off. Apply vertical waterproofing & "galv. sheet metal wall ties" after. All as per Architect approval.

-0,340 Guest Bedroom Level

85mm step down

tile ﬁnish

slip joint 85mm step down

boundary wall behind

±0,000 0 Ground Floor

1 040

600 x 600 Terazzo tiles as per architects spec. & client approval on 25-40mm sand cement screed

85mm step

R/C OFF SHUTTER slab as per Engineer spec & approval. with Weather drip

170

2 720

FLOOR NOTE:

+5,780

100mm DRY STACK STONE cladding by specialist & architect/client approval. Masonry wall preparation: Mortar joints to finished flush and all openings closed off. Apply vertical waterproofing & "galv. sheet metal wall ties" after. All as per Architect approval.

pre-cast concrete coping

220

680 510

pre-cast concrete coping

2 805

510

3 410

170

255

510

425

Off-shutter concrete ﬁnish

329

740

995

440

220

20mm nominal granite gravel crusher laid to a thickness of 30mm, on Bidim or similar approved geotextile membrane, on 40mm thick ISO Board Insulation with T&G proﬁle on "Derbigum SP4" or similar approved torch-on DPM waterprooﬁng membrane by approved applicator, on 170mm thick concrete slab with a min 30mm thick 40MPA wood troweled screed with min fall 1:80 to outlet as indicated.

minimum 1000mm high GLASS balustrade to detail & by specialist.

2 805

2 295

minimum 1000mm high MILD STEEL balustrade to detail & by specialist.

Planter to be waterproofed and drained as per specialist detail and speciﬁcation.

2 805

Lounge

+5,950 Top of slab

Weather Drip

CONCRETE FLAT ROOF NOTE:

plaster & paint

1 020

4 160

Balcony

Plaster & Painted Finish

U/S of slab +2,805

slip joint R/C OFF SHUTTER slab as per Engineer spec & approval.

W14

420mm Deep CONCRETE planter box as per engineer speciﬁcation and detail.

Top of Beam +3,485

see concrete roof note

R/C beam & Column as per Engineer spec & approval.

+6,290 Top of Beam

2 465

1 270 340

Weather drip R/C OFF SHUTTER slab as per Engineer spec & approval.

+3,060 1 First Floor

see concrete roof note

170

510

340 170

+5,780 2 Roof Plan

see roof spec.

3°

175

Top of slab +5,950

220

4 510

2000mm Building Line

40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. 220

Mild Steel roof trusses to be supplied & erected by specialist & to Eng. spec. Trusses: 300 x 75 x 20mm mild steel lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ 1212mm c/c. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down. Purlins: 125 x 50 x 20mm mild steel lipped channel purlins spaced @ max 1100mm c/c (confirm with sheeting manufacturer) Roof Sheeting: SAFINTRA Roof sheeting systems, color= Charcoal grey Roof edges: purpose made Chromadeck flashing as indicated with color to match sheeting. Architect to approve all flashings before manufacture & installation Insulation: A) 4mm Alucushion® / Bubblefoil® FR (Fire Retardant) - white polyethylene coated single sided aluminium foil insulation Code 2906 as supplied by Alucushion® Thermal Insulation (Pty) Ltd. Laid taut over purlins and fixed concurrent with roof covering; overlapped longitudinally by 100mm; on and including white PVC coated straining wire spaced at 383mm centres; all in strict accordance with the manufacturers specifications. Confirm further installation specs with architect or manufacturer. B) 40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. Confirm further installation specs with architect or manufacturer.

5000mm Building Line double storey

1 870

Top of Beam +6,290

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

1 700

Erf Boundary Line

2000mm Building Line

5000mm Building Line double storey

ROOF NOTE:

FOR CONSTRUCTION

Architect:

Leon van der Westhuizen

SACAP REG:

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

Cad No.

1:50

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

301

Purpose made MILD STEEL framed with TIMBER inﬁll slats to architect detail and speciﬁcation. +6,460 Top of parapet +5,950 Top of Roof Slab

off-concrete beam

Top of parapet +3,570 Top of parapet +3,230

W26

Plaster and Paint

W25

W27

Plaster and Paint

3 230

±0,000 0 Ground Floor

Landscaping by specialist

Sectional Garage Door: Horizontal timber slatted finish.

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

110mm Ø uPVC ss with 2w vv in duct with access panel. 50mm Ø uPVC waste pipe to WB and Shower

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

-1,190 -1 Foundation level

Erf Boundary Line

5000mm Building Line double storey

2000mm Building Line

Top of beam +6,290 Top of roof slab +5,950 +5,780 2 Roof Plan U/S of Roof Slab

Purpose made BRICK & LINTEL box as per Engineer spec & approval.

R/C OFF SHUTTER slab as per Engineer spec & approval.

+6,460 Top of parapet off-shutter concrete

Plaster & Paint

off-shutter concrete

D07

Plaster & Paint

W17

W14

W16

5500L "Jo-Jo" Vertical Water Tanks for Rainwater collection. NOTE: Tank not visible from street view.

D06

Top of planter +3,485 off-shutter planter box

+3,060 1 First Floor Top of Roof Slab

+2,805 U/S of first floor slab

254 x 146mm MILD STEEL I-beam

boundary wall behind

W03

Plaster & Painted

W01

2 301

Landscaping by specialist low level retaining wall

steps up

planter

step up

low level retaining wall

timber decking by pool

Horizontaly slatted timber gate as per gate & screen schedule. Self closing as per SANS pool safety requirement.

+3,485 Top of planter

1200mm High Timber with steel substructure garden enclosure

+3,060 1 First Floor +2,805 U/S of First Floor Slab

off-concrete planter box

off-shutter concrete

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

+5,780 2 Roof Plan

minimum 1000mm high MILD STEEL balustrade to detail & by specialist.

Plaster & Paint W19

+6,290 Top of beam

Plaster and Paint

W12 G02

planter

off-shutter concrete planter box

REV. NO

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03 /29

±0,000 0 Ground Floor

low level retaining wall

Erf Boundary Line

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

2000mm Building Line

5000mm Building Line double storey

G02

+1,955 2 180

D08

timber decking at pool low level retaining wall

150mm DRY STACK STONE cladding by specialist & architect/ client approval.

Elevation

50mm Ø uPVC waste pipe to prep. bowl above

prep.

DP03

5500L "Jo-Jo" Vertical Water Tanks for Rainwater collection. NOTE: Tank not visible from street view.

±0,000 0 Ground Floor -1,190 -1 Foundation level

service yard wall behind

Plaster and Paint

1:100 West

Erf Boundary Line

Horizontal slatted timber gate as per gate & screen schedule. Self closing as per SANS pool safety requirement.

Plaster & Paint

Horizontal slatted timber sliding gate as per gate & screen schedule. Self closing as per SANS pool safety requirement.

Elevation

+3,880 Top of Stone wall +3,570 Top of parapet +3,060 1 First Floor Top of FF slab

G02

low level retaining wall

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

G01

110mm Ø uPVC ss with 2w vv in duct with access panel. 50mm Ø uPVC waste pipe to WB and Shower

-1,190 -1 Foundation level

Municipal sewer connection

2000mm Building Line

5000mm Building Line double storey

±0,000 0 Ground Floor

IPE180 MILD STEEL I-beam entrance canopy

Pre-cast concrete coping to detail.

W11

625

110mm Ø uPVC sewer pipe to be laid with min. fall of 1:60 and max. fall of 1:40 to municipal connection. Min invert 450mm

W02

D02

2000mm Building Line

Municipal sewer connection

5000mm Building Line double storey

2000mm Building Line

Erf Boundary Line

Top of Parapet +3,570

W13

boundary wall behind

D04

±0,000 0 Ground Floor

Top of beam +3,315 +3,060 1 First Floor Top of FF slab +2,805 U/S of FF Slab

D03

5000mm Building Line double storey

Horizontaly slatted timber gate as per gate & screen schedule. Self closing as per SANS pool safety requirement.

service yard wall behind

2000mm Building Line

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

+3,060 1 First Floor +2,805 U/S of FF Slab

off-shutter concrete

Plaster and Paint

+5,780 2 Roof Plan U/S of Roof Slab

Plaster and Paint

+4,055 Top of wall

Erf Boundary Line

+3,060 1 First Floor Top of FF Slab

email email cell cell web

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Project:

+5,780 2 Roof Plan U/S of Roof Slab

+3,485 Top of planter

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

+6,460 Top of parapet

Erf Boundary Line

W20

Plaster and Paint

minimum 1000mm high MILD STEEL balustrade to detail & by specialist.

Top of parapet +6,460

5000mm Building Line double storey

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

+5,780 2 Roof Plan U/S of Roof Slab

300 x 75 x 20mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ as indicated on roof plan.

Plaster & painted chimney as per detail & SANS 10400 part V.

2000mm Building Line

IPE180 MILD STEEL I-beam entrance canopy

Plaster and Paint

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

MILD STEEL hollow round section flue of fire place as per detail & SANS 10400 part V

2000mm Building Line

W21

5500L Rainwater collection tanks, to be Rainwater Queen corrugated finished, final installation to be confirmed and approved by architect/client

Erf Boundary Line

Top of parapet +6,290 off-shutter concrete

+5,780 U/S of Roof Slab 2 Roof Plan

Erf Boundary Line

top duct +7,220

2000mm Building Line

Plaster and painted chimney as per detail & SANS 10400 part V.

300 x 75 x 20mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ as indicated on roof plan.

5000mm Building Line double storey

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

1:100

Erf Boundary Line

Top of parapet +6,460

5000mm Building Line double storey

Erf Boundary Line

2000mm Building Line

Elevation

5000mm Building Line double storey

Erf Boundary Line

2000mm Building Line

5000mm Building Line double storey

-1,190 -1 Foundation level

North

East

DRAWING HISTORY

boundary wall behind

-1,190 -1 Foundation level

IF IN DOUBT, ASK!

D01

DP01

Erf Boundary Line

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

MILD STEEL hollow round section flue of fire place as per detail & SANS 10400 part V

Plaster & Painted chimney as per detail & SANS 10400 part V.

2000mm Building Line

300 x 75 x 20mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ as indicated on roof plan.

1:100

5000mm Building Line double storey

Erf Boundary Line

2000mm Building Line

5000mm Building Line double storey

Elevation

MILD STEEL hollow round section flue with extractor fan of fire place as per detail & SANS 10400 part V. Waterproofing to be done by specialist @ concrete slab

NOTES

WB Sinks

gulley with tap

South

±0,000 0 Ground Floor

+2,805 U/S of First Floor Slab

FOR CONSTRUCTION

+3,060 1 First Floor Top of First Floor Slab

W10

D05

Erf Boundary Line

+3,485 Top of parapet

DP02

prep.

±0,000 0 Ground Floor

100mm DRY STACK STONE cladding by specialist & architect/ client approval.

Plaster & Painted

Plaster & painted

-1,190 -1 Foundation level

Plaster & Paint

D12

3 570

G01

+5,780 2 Roof Plan U/S of First Floor Slab

W22

Plaster and Paint

IPE180 MILD STEEL Ibeam entrance canopy off-concrete planter box

mullions to line up

Plaster and D13 Paint

Plaster & painted

W23A

2000mm Building Line

+3,060 1 First Floor Top of First Floor Slab

mullions to line up

R/C OFF SHUTTER slab as per Engineer spec & approval.

W23B

W24

5000mm Building Line double storey

+5,950 Top of Roof slab

3 655

+5,780 2 Roof Plan U/S of First Floor Slab

Erf Boundary Line

MILD STEEL hollow round section flue of fire place as per detail & SANS 10400 part V

R/C OFF SHUTTER slab as per Engineer spec & approval.

2000mm Building Line

Bagged ﬁnished and painted chimney as per detail & SANS 10400 part V.

SAFINTRA galvanised steel sheeting with Chromadek finish, colour as per spec

5000mm Building Line double storey

2000mm Building Line

Erf Boundary Line

Top of parapet +6,460

Top of beam +6,290

300 x 75 x 20mm MILD STEEL lipped channel (open side closed up with same gage mld steel sheeting) Rafters @ as indicated on roof plan.

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

±0,000 0 Ground Floor -1,190 -1 Foundation level

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA Client:

Mr & Mrs Kamfer Drawing Name:

South, North, East, West Elevations Project Status

Construction Drawings Drawing Scale:

1:100 Project No.

2016-05-001 Architect:

Leon van der Westhuizen

1:100

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

Cad No.

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln

GSPublisherVersion 40.0.94.11

SACAP REG:

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

401

NOTE: Masonry opening dimensions indicated.

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

SEE ATTACHED A4 DOCUMENT FOR SANS XA & 204 CALCULATIONS

NOTE: Masonry opening dimensions indicated.

UFFL -340mm

FFL + 30mm

Safety glass

UFFL -340mm

Viewed from the outside

Soffit Height +2805mm

2 940 eq

Soffit Height +2805mm

1 430 eq

1 430

fixed

Safety glass

10 UFFL +0mm

Viewed from the outside

fixed

Safety glass

2 380

UFFL +0mm

Viewed from the outside

W01 (Custom - 1430 x 2906) - North

W02 (Custom - 1100 x 2720) - West

W03 (Custom - 3985 x 3145) - North

CODE:

W04 (Custom - 2940 x 2380) - South

W05 (Custom - 1430 x 2380) - South

W06 (Custom - 1430 x 425) - North

POSITION:

Double Volume

Outside Lounge

POSITION:

Lounge

Staff Quarters, Staff Bathroom and Storage

QUANTITY:

DESCRIPTION:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

DESCRIPTION:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

Powder coated finish - Dark Umber Grey - QYL259

N/A

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

Fittings supplied with windows by aluminium manufacturer to suit opening section with Cylinder Sliding Door Lock and Euro Knob Cylinder with Flush Aluminium Handle and a Door Stop as per supplier detail

FITTINGS:

N/A

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

STOREY:

Ground Storey

STOREY:

Ground Storey

UFFL +0mm

Viewed from the outside

UFFL +0mm

Viewed from the outside

1 105 1 105

UFFL +0mm

1 105

brick courses

85mm

430

1 000

fixed fixed

1 870

fixed

870

fixed

10 UFFL +0mm

Viewed from the outside

UFFL +0mm

Viewed from the outside

W08 (Custom - 660 x 1020) - South

W09 (Custom - 1430 x 1020) - South

CODE:

W10 (Custom - 1430 x 1020) - South

W11 (Custom - 1870 x 680) - West

W12 (Custom - 3000 x 425) - North

POSITION:

Storage

Staff WC

Staff Quarters

POSITION:

Scullery

Garage

QUANTITY:

DESCRIPTION:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

DESCRIPTION:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

Powder coated finish - Dark Umber Grey - QYL259

FITTINGS:

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

FITTINGS:

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

N/A

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

STOREY:

Ground Storey

STOREY:

Ground Storey

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

IF IN DOUBT, ASK! REV. NO

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03 /29

Viewed from the outside

W07 (Custom - 660 x 1020) - South

NOTE: Masonry opening dimensions indicated.

UFFL +0mm

CODE:

NOTE: Masonry opening dimensions indicated.

DRAWING HISTORY

Safety glass

Viewed from the outside

3 000

2 125

fixed

Lintel Height +2125mm

1 430 1 000

2 125

fixed

Lintel Height +2125mm

320 360 680

430

NOTES

NOTE: Masonry opening dimensions indicated.

1 445 1 445

1 020

660

1 430 1 000

brick courses

660

Lintel Height +2125mm

NOTE: Masonry opening dimensions indicated.

Lintel Height +2550mm

85mm

Lintel Height +2125mm

1 020 500 520

Lintel Height +2125mm

1 020

WINDOW SCHEDULE - SCALE 1:50

NOTE: Masonry opening dimensions indicated.

425

NOTE: Masonry opening dimensions indicated.

500 520 1 020

NOTE: Masonry opening dimensions indicated.

Ground Storey

1 105 1 105

NOTE: Masonry opening dimensions indicated.

FOR CONSTRUCTION

UFFL +0mm

CODE:

FITTINGS:

2 805

425

NO MANUFACTURING OR INSTALLATION OF WINDOWS OR DOORS WITHOUT PRIOR APPROVAL OF THE SHOP DRAWINGS BY THE ARCHITECT.

2 380

low-e

Soffit Height +2805mm

425

Safety glass

425

FFL + 30mm

Safety glass

fixed

425

UFFL +0mm

2 805

fixed

low-e

3 145

low-e

2 720

low-e

2 380

254

steel beam

2 805

1 430

3 985 eq

+2805mm

brick courses

NOTE: Masonry opening dimensions indicated.

425

Bottom of Beam

Soffit Height +2805mm

1 100

85mm

Soffit Height +2805mm

Viewed from the outside

WINDOW SCHEDULE - SCALE 1:50

NOTE: Masonry opening dimensions indicated.

WINDOW SCHEDULE - SCALE 1:50

85mm

WINDOW SCHEDULE - SCALE 1:50

brick courses

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

LOW-E GLASS NOTE: McCoy McLam ESG Clear (or similar); U-Value: 3,6 W/m².C & SHGC: 0,8

NOTE: Masonry opening dimensions indicated.

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email email cell cell web

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Project:

steel beam Viewed from the outside

CODE:

W14 (Custom - 1430 x 2620) - North

W15 (Custom - 550 x 2295) - West

POSITION:

Guest WC

Double Volume

QUANTITY:

DESCRIPTION:

570

1 870 1 300

Client:

Mr & Mrs Kamfer low-e

fixed

low-e

Drawing Name:

2 295

low-e

1 770 1 270

low-e

1 270 1 770

low-e

fixed

UFFL +3060mm

500

fixed

500

low-e

UFFL +3060mm

Viewed from the outside

Construction Drawings

low-e

fixed

UFFL +3060mm

Viewed from the outside

CODE:

W16 (Custom - 1870 x 1770) - North

W17 (Custom - 1870 x 1770) - North

W18 (Custom - 550 x 2295) - East

Bedroom 1

POSITION:

Bedroom 1

Bedroom 2

QUANTITY:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

DESCRIPTION:

Aluminium windows manufactured from standard sections to be approved by architect upon approval & consultation with supplier/contractor.

Powder coated finish - Dark Umber Grey - QYL259

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

N/A

FITTINGS:

Fittings supplied with windows by aluminum manufacturer to suit top hung opening section with 45° openers

N/A

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

GLASS:

All glazing to comply with SANS 10400 Part N & SANS recommendation 0137 & 1263 - 2000, as well as AAAMSA.

STOREY:

Ground Storey

First Storey

STOREY:

First Storey

FITTINGS:

Window Schedules Project Status

Viewed from the outside

W13 (Custom - 550 x 2115) - West

Lintel Height +5255mm

Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA

550

425

UFFL +3060mm

1 870 1 300

425 425

UFFL -340mm

Top of Beam +3160mm

425

1 020 1 020

brick courses

Lintel Height +5255mm

425 425

2 295

2 720

940

fixed

brick courses

2 125

fixed

Soffit Height +5780mm

85mm

550

low-e

Viewed from the outside

GSPublisherVersion 40.0.94.11

Soffit Height +5780mm

1 430

low-e

House Kamfer

1 185

Soffit Height +5780mm

WINDOW SCHEDULE - SCALE 1:50

550

fixed

85mm

WINDOW SCHEDULE - SCALE 1:50

Soffit Height +2805mm

Drawing Scale:

1:50 Project No.

2016-05-001 Architect:

Leon van der Westhuizen

SACAP REG:

Pr Arch 21177

Drawn by:

Date out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No:

Cad No.

/Volumes/Projects/AA - RESIDENTIAL/ 2016-05-001-House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

501.1

note: all alarm conduits to feed directly from alarm hub

Ø 25mm

note: see plan for detailed placement of passive alarm sensors

Ø 25mm

A alarm hub to connect to other floors (Ø 32mm)

waterproof electrical point to DB diameter to be conﬁrmed by electrician.

alarm keypad

exact location against boundary wall to be conﬁrmed at later stage by architect.

waterproof electrical point - to MAIN ELECTRICAL CONNECTION diameter to be conﬁrmed by electrician.

NOTE - Stove isolator: Confirm electric stove or gas with architect or client Pool by specialist

1 490

2 000

890

2 000

1 080

830

710

on day/night switch 1 490

890

2 000

braai light switch

2 way

3 200

AV & Data distribution drawbox 561

2 400

2 way

Entrance Tiles

1 330

HUB

1 680

WATERPROOF WALL SWITCH @1100mm (IF HEIGHT IS NOT SPECIFIED)

2 200

LV = INDICATES LOW VOLTAGE LIGHT

LG = LEGRAND

L8 = LUMEN 8 - Q-BIC

RECESSED CEILING DOWN LIGHT WITH 60mmØ CUT OUT (220V) LV

1 710

1 370

Single Socket Waterproofing

single socket height to be confirmed

CEILING SPOT LIGHT SUSPENDED CABLE LIGHTING - LOW VOLTAGE TRACK WITH DIRECTIONAL SPOTLIGHTS DOUBLE FLUORESCENT TUBE CEILING MOUNTED SINGLE FLUORESCENT TUBE CEILING MOUNTED

935

1 045

400

2 000 1 360

Clipsal 2000

DOUBLE FLUORESCENT TUBE - SUSPENDED

2 000

1 360

1 370

550

CEILING LIGHT WITH FAN - REMOTE CONTROLLED

gas line to be in sleeves single socket microwave point installed@ eye level. height to be confirmed

WALL MOUNTED LIGHT FITTING @ 2200 ABOVE UFL (IF NOT SPECIFIED) WALL MOUNTED LIGHT FITTING @ 2200 ABOVE UFL - WATERPROOF

Garage Grano Clipsal 2000

1 430

2 430

825

Clipsal 2000

1 925

BRICK LIGHT - WATERPROOF FOOTPATH LIGHT - WATERPROOF

Clipsal 2000

1 540

Clipsal 2000

TREAD LIGHT @ 50mm above finished floor level

Clipsal 2000

2 way

@ 1800

825

1 000

1 400

HALOGEN SPIKE LIGHT - WATERPROOF

1 010

WATERPROOF LED UPLIGHTER RECESSED INTO FLOOR/ MASONRY

Clipsal 2000

UNDER WATER LIGHT

6 215

Wall mounted gas geyser on day/night switch gas line to be in sleeves

Clipsal 2000

2 255

UNDERFLOOR HEATING

Electrical Cable to main electrical connection Diameter to be determined by Electrician

HEATING, VENTILATION & COOLING

400 880

400

HEATED TOWEL RAIL

DRAW BOX (garage) main telephone connection Ø 25mm

DATA ROOM 6

1. THE ENTIRE RETICULATION SHOULD BE CHECKED TO CONFIRM COMPLIANCE WITH EXISTING LEGAL REQUIREMENTS. 2. THE POSSIBILITY & FEASIBILITY OF UPGRADING THE SUPPLY TO A 3 PHASE CONNECTION (COMPLETE WITH NEW METER ETC.) TO BE ASSESSED & REPORTED. 3. ANY CHASE WORK TO BE DONE ON INTERNAL WALL IF POSSIBLE. 4. ALTERNATIVELY CHASE WORK TO BE DONE IN WALLS CURRENTLY SHOWN TO BE PLASTERED. 5. CONSULTANT FOR THE ALARM RETICULATION TO POINT OUT EXACT CABLE ROUTES, CONDUIT SIZES & HARDWARE POSITIONS BEFORE ROUTES ARE CHASED IN. 6. THE ELECTRICAL CONTRACTOR TO PROVIDE CABLE ROUTES & DRAW WIRES TO THE THE ELECTRICAL CONTRACTOR TO PROVIDE CABLE ROUTES & DRAW WIRES TO THE APPROVAL OF THE ALARM SUBCONTRACTOR. 7. PROPOSED PC/TEL POINTS ALL TO BE RETICULATED FROM A CENTRAL POINT, A SEPARATE CONDUIT ALLOCATED TO EACH POINT TO BE CONNECTED TO A CENTRAL CONNECTION POINT. ALL CONDUITS TO BE MIN. 25 Ø WITH SLOW BENDS OR DRAW BOXES. PROVIDE A DRAW WIRE IN EACH CONDUIT FOR SIMPLE RETICULATION BY SUB-CONTRACTOR. 8. COMPLETE RETICULATION TO BE DONE BEFORE BUILDING IS FINISHED. 9. ELECTRICAL CONTRACTOR TO BE HELD RESPONSIBLE FOR ANY BLOCKAGES IN CABLE/WIRE ROUTES AND WILL BE HELD RESPONSIBLE FOR THE REPAIR INCLUDING CONSEQUENTIAL DAMAGE. ELECTRICAL CONTRACTOR TO CHECK ALL ROUTES BEFORE MAIN CONTRACTOR CLOSES/SEALS THE ROUTES. 10. TELEPHONE RETICULATION TO BE DONE IN STRICT ACCORDANCE WITH 'TELKOM' REQUIREMENTS AND IT IS ASSUMED THAT THE ELECTRICAL CONTRACTOR WILL AQUAINT HIMSELF WITH THE MOST RECENT REQUIREMENTS. 11. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR THE ENTIRE CABLING RETICULATION IN THE BUILDING (TV. SOCKETS, TEL. SOCKETS, PC SOCKETS COMPLETE). THE COMPLETED INSTALLATION WILL BE A 'PLUG & PLAY" INSTALLATION TO APPROVAL. 12. PROVIDE A CERTIFICATE OF COMPLIANCE ON COMPLETION OF INSTALLATION. 13. FIT NEW LIGHT FITTINGS TO CLIENTS SPECIFICATION. 14. THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR PURCHASING ALL REQUIRED MATERIALS & LIGHT FITTINGS (A PC AMOUNT TO FORM PART OF QUOTE). 15. TELEPHONE CABLING TO BE DRAWN BY CONTRACTOR (CABLING AVAILABLE FROM 'TELKOM-INFRASTRUCTURE'). 16. PC, ALARM, TV CABLING TO BE DRAWN BY APPROVED SELECTED SUB-CONTRACTOR BUT WILL FORM PART OF MAIN ELECTRICAL RETIC. CONTRACT. 17. QUOTES TO BE SUBMITTED FOR THE SELECTION OF DESIGN-SUPPLY CONSULTANTS FOR ALARM, -TV- & PC RETICULATION. 18. CONTRACTOR TO PROVIDE ARCHITECT WITH E.C.A. REGISTRATION. 19. CONTRACTOR TO PROVIDE PROOF OF WORKS RISK & PUBLIC INDEMNITY INSURANCE OF MIN. R 1 000 000,00. 20. CONTRACTOR TO PROVIDE ARCHITECT WITH COMPLETE ROOM BY ROOM STATUS QUO AND APPROPRIATE RECOMMENDATION REPORT OUTLINING PROPOSED WORK, COST & COUNCIL REQUIREMENTS & COSTS. 21. ASSES MAINS CONNECTION & CABLE CONDITION & REPORT TO ARCHITECT. 22. ALL SITE RETICULATION OF LIGHTS TO BE DONE WITH ARMORED CABLE. ROUTES TO BE APPROVED. 23. SOFFITS OF SLABS ARE OFF-SHUTTER CONCRETE. THE GALVANIZED 'SLAB-BOXES' ARE TO BE RECESSED TO ALLOW APPROVED LIGHT FITTINGS 24. EXTERNAL SPIKE LIGHT POSITIONS TO BE CONFIRMED BY LANDSCAPE ARCHITECT. 25. CONFIRM POSITIONS & SPEC. FOR ANY SURFACE MOUNT WIRING. 26. INSULATION IN ROOF VOID TO BE CUT OUT AROUND LOW VOLTAGE TRANSFORMERS IN VOID. ALLOW AT LEAST 300 X 300 CLEARANCE AROUND POINT. 27. EACH LOW VOLTAGE FITTING TO BE EITHER COMPLETE WITH TRANSFORMER INTEGRATED IN FITTING OR TO BE PROVIDED WITH A SEPARATE TRANSFORMER FOR EACH FITTING. 28. REINFORCE SURFACE BEDS WHERE HIGH CONCENTRATION OF CONDUITS ARE CUT IN.

BOLLARD LIGHT

To timed breaker switch on DB

1 925

3 080

Storage Grano

1 900

1 500

2 110

4 400

1 760

Scullery Tiles

Single Socket Waterproofing

Servant Quarters Tiles

1 530

electrical point for garage motor

1 540

electrical point for garage motor

DAY/ NIGHT SWITCH; PHOTO CELL AT HEIGHT AS SPECIFIED

1 550

1 540

1 879 1 540

CM 3 490

SECURITY FLOOD LIGHT & MOTION SENSOR

2 400

3 200

1 760

RECESSED CEILING DOWN LIGHT WITH 60mmØ CUT OUT (LOW VOLTAGE) RECESSED DIRECTIONAL CEILING DOWN LIGHT WITH 60mmØ CUT OUT SPECIFIED

Kitchen Tiles

Data / Telecom Hub

Clipsal 2000

CONNECTION FOR INTEGRATED CABINET DOWN LIGHTERS HEIGHT SPECIFIED (LIGHTS TO BE PROVIDED WITH LOCALIZED OR AUTOMATED SWITCHING)

CEILING MOUNTED LIGHT

660

1 440

pop-uppower point on counter

2 300

2 000

dimmer

2 way

EXTRACTOR FAN SWITCH @1100mm (IF HEIGHT IS NOT SPECIFIED)

CEILING/SOFFIT MOUNTED PENDANT

1 270

electrical point for 2x pendant lights

Clipsal 2000

DB - Generator

3 000

dimmer 2 way

1 940

M Electrical Sleeve to DB - Diameter to be determined by Electrician

2 000

RECESSED CONCRETE SOFFIT DOWN LIGHT WITH 75mmØ STEEL TUBE

Pantry Tiles

exact location to be conﬁrmed by architect.

2 000

Clipsal 2000

DB - Solar Power Hub

waterproof electrical point - sleeve to DB, diameter to be conﬁrmed by electrician

1 500

To timed breaker switch on DB

DATA SLEEVE for future use. Diameter to be conﬁrmed by electrician.

1 520

820

Clipsal 2000

610

to point above

DIMMER WALL SWITCH @1100mm (IF HEIGHT IS NOT SPECIFIED)

LIGHTING

1 580

1 759

M 1 520

Patio Tiles

electrical point for 2x pendant lights

1 520

660

1 440

Formal Lounge Tiles

CDL

2 200

820

Clipsal 2000

2 way

2 000

1 370

760

890

550

Battery Storage space

15 Clipsal 2000

600

Wall mounted gas geyser

3 000

Dining Tiles

550

1 200

2 000

3 000

1 100

2 000

820

780

610

Hot Water Supply from 9kg gas bottle

2 210

1 270

WALL SWITCH @ 1100 MULTIPLE LEVER (IF HEIGHT IS NOT SPECIFIED)

dimmer 2 way

1 500

600

820

1 500

Clipsal 2000 LED light points below staircase

1 500

820

Single Socket Waterproofing

3 000

800

9 Single Socket Waterproofing

SAT

1 209

switch for extractor fan

1 500

1 610

DRAW BOX (first floor) telephone hub

ROOM 5

ELECTRICAL LEGEND

690

1 750

to point above

inside wine cellar for bar fridge

Ø 25mm

DATA

WALL SWITCH @ 1100 SINGLE LEVER (IF HEIGHT IS NOT SPECIFIED)

820

1 920

1 940

1 590

Guest Bedroom Laminated Timber

DATA

GENERAL NOTES: (ELECTRICAL)

MAIN ELECTRICAL CONNECTION 1

DATA

GENERAL TELEPHONE & DATA CONNECTION DIAGRAM

490

dimmer

780

Motion Sensor with manual override

2 000

2 way

800

POOL PUMP LOCATION

1 640

Lounge Tiles

1 900

Motion Sensor with manual override

ROOM 4

Ø 25mm

NOTE - Pool: Pool pump: Position to be confirmed. Pool Heating: System specs to be confirmed by specialist. Solar panels positions to be approved by architect

1 600

2 500

1 700 Single Socket Waterproofing

Ø50mm conduit for telecommunication from site boundary

ROOM 3

DATA

Ø 25mm

Ø 32mm

NOTE - exterior lights: All light to be warm white

490

ROOM 2

DRAW BOX (loft floor) telephone hub

NOTE: Internal Light Switch Fittings All to be Legrand Arteor with Pearl Cover Plate and White Switches/Dimmers (if not specified)

400 1 390

Pool Pump Power Connection point

TEL

860

PLANTER

antenna to armed response (requires power)

ROOM 1

NOTE - TV point + elec plug: Confirm heights with architect/client 2 280

alarm main HUB see position on plan

GENERAL ALARM CONNECTION DIAGRAM

exact location against boundary wall to be conﬁrmed at later stage by architect.

860

gas line to be in sleeves

to gas geyser in duct. Yard Paving

UFH

DRAWING HISTORY Revision NO

Change ID

REVISION DISCRIPTION

ISSUE DATE

ISSUE FOR CONSTRUCTION

2017/03/ 29

UNDERFLOOR HEATING THERMOSTAT @ 1100 UFL (IF NOT SPECIFIED) WALL MOUNTED HEATER GEYSER HORIZONTAL WALL MOUNTED

150L

GEYSER VERTICAL WALL MOUNTED

EXTRACTOR FAN FP DB

CONNECTION FOR MECHANICAL VENTILATION IN FLUE (HEAT RESISTANT WIRING WITH ISOLATOR) ELECTRICAL DISTRIBUTION BOARD - MAIN

ELECTRICAL DISTRIBUTION BOARD - SUB. E

SINGLE SOCKET WITH EURO 2-PIN @ 300 UFL SINGLE SOCKET @ 300 ABOVE UFL

Driveway Paving

Motion Sensor with manual override POWER SUPPLY & PLUGS

SINGLE SOCKET @ 1100 ABOVE UFL DOUBLE SOCKET 16 AMP WALL PLUG @300 ABOVE UFL (IF NOT SPECIFIED) DOUBLE SOCKET 16 AMP WALL PLUG @1100 ABOVE UFL (IF NOT SPECIFIED) DOUBLE SOCKET 16 AMP WALL PLUG (WATERPROOF) DOUBLE SOCKET 16 AMP RECESSED INTO SURFACE BED/SLAB GDM

CEILING / SOFFIT MOUNTED SINGLE SOCKET FOR GARAGE DOOR MOTOR

CEILING MOUNTED DOUBLE SOCKET 15 AMP PLUG ISOLATOR SWITCH 60 AMP

DATA SLEEVE for future use. Diameter to be conﬁrmed by electrician.

STOVE POINT

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email email cell cell web

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 - Leon vd Westhuizen - (+27) 72 478 1812 - Roald Meyer - www.anthrop.co.za

Project:

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA

TELECOMS

RAZOR SOCKET @ 1500 TEL

TELEPHONE POINT & NETWORK POINT @ 300 UFL

HUB

INTERNET NETWORK HUB @ 300 UFL

INTERCOM GATE STATION (GOOSE NECK WHERE SPECIFIED)

INTERCOM CONNECTION ALARM MAIN DISTRIBUTION / CONTROL BOARD

Client:

Mr & Mrs Kamfer Drawing Name:

Ground Floor Electrical Plan

SECURITY

ALARM KEYPAD (ROUND BOX PROVIDED ONLY) @ 1100 UFL

1:50

All light switches & visible plugs to be Legrand Arteor range. Colour to be confirmed GSPublisherVersion 40.0.94.11

ALARM BEAM

Project Status

Construction Drawings Drawing Scale:

CCTV

CLOSED CIRCUIT TV CAMERA

MON

CLOSED CIRCUIT TV MONITOR

1:50 Project No.

ANTENNA & SATELLITE CONNECTION ON ROOF TV

32mm Ø CABLE WAY FOR HDMI TV CONNECTION @ 300 & 1100 ABOVE UFL

SAT

F-TYPE CONNECTION TO SATELLITE ON ROOF

AV-HUB

CENTRAL DISTRIBUTION / TERMINATION POINT FOR ALL AUDIO-VISUAL

AV-SUB

A/V RETICULATION ( SUB. DISTRIBUTION POINT)

ELECTRICAL NOTE:

ALARM PASSIVE

SURROUND SOUND SPEAKER POINT - (FLOOR MOUNTED)

SURROUND SOUND SPEAKER POINT- (WALL MOUNTED)

Ground Floor Plan

ENTERTAINMENT

Electrical Layout

SURROUND SOUND SPEAKER POINT- (CEILING MOUNTED)

2016-05-001 Architect:

Leon van der Westhuizen

SACAP REG:

Pr Arch 21177

Drawn by:

Date Out:

Graeme Noeth

2017/06/07

Client signature:

Engineer signature:

Original paper size:

Ref No: 00

Cad No.

NOTE: Internal Light Switch Fittings All to be Legrand Arteor with Pearl Cover Plate and White Switches/Dimmers (if not specified)

/Volumes/Projects/AA - RESIDENTIAL/2016-05-001House Kamfer/Stage 4.2-Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

601

50mm DIA Weephole spaces to eng. spec and to architect detail. 85mm IN-SITU CONCRETE coping. Coping to slope towards inside of planter.

50mm DIA Weephole spaces to eng. spec and to architect detail. 110mm OFF-SHUTTER concrete wall to specialist.

1 320 370 580 370 485 835

485

concrete bench

110mm off-shutter wall below

1 514

220

1 126

Lounge Tiles

370 1 870

110mm Masonry wall. Permanent shuttering inside by specialist. 470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

-0,340

DP01B

Pool by specialist 1 130

370

110mm OFFSHUTTER concrete wall to specialist.

550

PLANTER

510

880

550

440

2 420

concrete bench

110mm masonry wall below

440

880

370 510

110mm Masonry wall. Permanent shuttering inside by specialist.

110mm off-shutter wall below

1 540

DATE OF ISSUE

50mm DIA Weephole spaces to eng. spec and to architect detail.

370

1 890

ISSUED FOR & REVISION DESCRIPTION

110mm off-shutter wall below

110mm OFF-SHUTTER concrete wall to specialist. 01

2 120

485

110mm off-shutter wall below

220

2 860 370

REV. NO.

370

110mm Masonry wall. Permanent shuttering inside by specialist.

AS ON Wednesday, 31 May 2017

D02

110mm OFF-SHUTTER concrete wall to specialist.

DRAWING HISTORY

85mm IN-SITU CONCRETE coping. Coping to slope towards inside of planter.

Planter Box Floor Plan

email! email! cell! ! cell! ! web!

1:50

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 Leon vd Westhuizen - (+27) 72 478 1812 Roald Meyer - www.anthrop.co.za

Project:

85mm CONCRETE bench to specialist

Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA

85mm IN-SITU CONCRETE coping. Coping to slope towards inside of planter.

Permanent shuttering by specialist 550 440

370 slope

coping level

75 Height to be confirmed on site

425

110mm OFF-SHUTTER concrete wall to specialist.

Drawing Name:

Planters - Ground Floor Project Status

Permanent shuttering by specialist

v-joint v-joint

Mr & Mrs Kamfer

110mm OFF-SHUTTER concrete wall to specialist.

106 139 110

concrete bench

Client:

110

House Kamfer

110mm Masonry wall. 15mm to be allowed for plaster work. PLASTER TO BE FLUSHED with coping.

earth fill level

Construction Drawings

Counter-Flashing installed at plaster & waterproofing joint. ANTI-ROOT PROTECTION WATERPROOFING like INDEX DEFEND ANTI-ROOT P from ABE chemicals or similar approved product by specialist on both sides of the planter.

Raft foundation as per Eng. spec.

01 Detail

Purpose made MILD STEEL spout to detail for 50mm DIA weepholes. See plan for spacing & location

Drawing Scale:

1:50, 1:20, 1:200 Project No.

90 MILD STEEL spout fixed to concrete wall with self tapping plug & screw

Section GG

50mm DIA outlet pipe for planter drainage installed by specialist

3mm MILD STEEL rib neatly welded to base & top plate to form spout.

75 3mm MILD STEEL backing neatly welded to spout. Backing & Spout to be fixed to concrete wall.

Concrete strip foundations as per Eng. spec.

3mm MILD STEEL top plate neatly welded to two ribs to form spout.

MILD STEEL spout fixed to concrete wall with self tapping plug & screw

2016-05-001 Architect:

SACAP REG:

Leon van der Westhuizen

Pr Arch 21177

CAD Technicians/Drawn by: Date Out: Graeme Noeth

75mm sand blinding layer Waterproofing system on 30mm compacted sand on wetted and compacted hard core filling in layer of 150mm

3mm MILD STEEL base plate neatly welded to ribs and mild steel backing

2017/05/31

Client signature:

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

Date OUT 2017/05/31 Date IN

Ref No:

Cad No.

1:20

Spout Detail

1:200

/Volumes/Projects/AA RESIDENTIAL/2016-05-001House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln

716

1000mm high glass balustrade detail to follow.

521

20mm TIMBER decking fixed to 38x38mm timber purlins from below with self tapping screws. NB: DECKING TO BE FLUSH WITH TOPSIDE OF I-BEAM

equal

522

20 38

75x38x3012mm TIMBER subframe fixed to MILD STEEL I-beam with steel cleats as per engineer & specialist @ 1045mm c.c

Catwalk 3D cutaway Detail 38x38mm TIMBER purlin fixed to 75x38mmmm timber bracing with self tapping screws.

1:200

75x38x3012mm TIMBER subframe fixed to MILD STEEL I-beam with steel cleats as per engineer & specialist @ 1045mm c.c

38 00

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

email! email! cell! ! cell! ! web!

180mm MILD STEEL IPE bolted to either side of concrete slab edge as per Engineer specification and detail.

1 339

DATE OF ISSUE

20mm TIMBER ceiling fixed to 20x38mm timber purlins from below with self tapping screws.

20x38mm TIMBER batten fixed to 75x38mmmm timber bracing with self tapping screws.

MILD STEEL I-beams bolted with baseplate to side of reinforced concrete slab. To Engineer Specification & Detail.

ISSUED FOR & REVISION DESCRIPTION

180mm MILD STEEL IPE bolted to either side of concrete slab edge as per Engineer specification and detail.

REV. NO.

38x38mm TIMBER purlin fixed to 75x38mmmm timber bracing with self tapping screws.

180

38x38mm TIMBER purlin fixed to 75x38mmmm timber bracing with self tapping screws.

DRAWING HISTORY

AS ON Wednesday, 31 May 2017

- leon@anthrop.co.za - roald@anthrop.co.za - (+27) 82 507 2730 Leon vd Westhuizen - (+27) 72 478 1812 Roald Meyer - www.anthrop.co.za

Project:

House Kamfer Erf 175 Tijgervallei Ext 18, The Ridge Estate At Hazeldean Pretoria RSA

7 Client:

Mr & Mrs Kamfer

38x38mm TIMBER purlin fixed to 75x38mmmm timber bracing with self tapping screws. 7

38 1

38 180mm MILD STEEL IPE bolted to either side of concrete slab edge as per Engineer specification and detail.

20x38mm TIMBER batten fixed to 75x38mmmm timber bracing with self tapping screws.

Drawing Name:

Catwalk Details Project Status

Construction Drawings Drawing Scale:

MILD STEEL I-beams bolted with baseplate to side of reinforced concrete slab. To Engineer Specification & Detail.

1:200 Project No.

2016-05-001 Architect:

SACAP REG:

Leon van der Westhuizen

Pr Arch 21177

CAD Technicians/Drawn by: Date Out:

38x38mm TIMBER purlin fixed to 75x38mmmm timber bracing with self tapping screws.

Graeme Noeth

75x38x3012mm TIMBER subframe fixed to MILD STEEL I-beam with steel cleats as per engineer & specialist @ 1045mm c.c

2017/05/31

Client signature:

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

20x38mm TIMBER batten fixed to 75x38mmmm timber bracing with self tapping screws.

Catwalk Sub structure 3D

Date OUT 2017/05/31 Date IN

MILD STEEL I-beams bolted with baseplate to side of reinforced concrete slab. To Engineer Specification & Detail.

Ref No:

Cad No.

1:200

/Volumes/Projects/AA RESIDENTIAL/2016-05-001House Kamfer/Stage 4.2Working Drawings/House Kamfer-2017-05-25 - Updated Staircase.pln

717.1