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Clients: John & Mary 2020-12-14 A-000 COVER PAGE A-010 SITE PLAN A-100 BASEMENT FLOOR PLAN A-101 GROUND FLOOR PLAN A-102 SECOND FLOOR PLAN A-200 NORTH & SOUTH ELEVATIONS A-201 EAST & WEST ELEVATIONS A-300 WALL SECTIONS & DETAILS A-301 RADON PIPE & FOOTING DETAILS A-400 SCHEDULES WM ARCHITECURAL FIRM

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Page 1: Clients: John & Mary

Clients: John & Mary2020-12-14

A-000 COVER PAGEA-010 SITE PLANA-100 BASEMENT FLOOR PLANA-101 GROUND FLOOR PLANA-102 SECOND FLOOR PLANA-200 NORTH & SOUTH ELEVATIONSA-201 EAST & WEST ELEVATIONSA-300 WALL SECTIONS & DETAILSA-301 RADON PIPE & FOOTING DETAILSA-400 SCHEDULES

WM ARCHITECURAL FIRM

Page 2: Clients: John & Mary

N

S

E

W10 12 14 16 18 20 22 24 26 28 30 32 34 3836 40 42 44 46 48 50 52

10 12 14 16 18 20 22 24 26 28 30 32 34 3836 40 42 44 46 48 50 52 54

75°

0 10 20 50 100

CHEM

IN D

ES A

MAR

ÉS

49'-7

"

35'-7

"14

'-0"

32'-634"

5'-1134" 21'-7" 5'-0"

49'-7

"

35'-7

"14

'-0"

1'-3" TYP.

49'-7

"

35'-7

"14

'-0"

32'-634"

5'-1134" 21'-7" 5'-0"

49'-7

"

35'-7

"14

'-0"

1'-3" TYP.

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/16" = 1'-0"

2020/12/14 A-010

SITE PLAN

1/16" = 1'-0"

SITE PLANA-010

1

WM ARCHITECURAL FIRM

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LOGO & SEAL
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Page 3: Clients: John & Mary

15'-0

"

UP

64'-5"

30'-0

"

64'-5"

16'-312"15'-11

2"

15'-0

"

16'-312"15'-11

2"

10" POURED IN PLACECONCRETE WALL (SEE STRUC.)

12"X24" CONCRETEFOOTING (SEE STRUC.)

1'-7" ENVELOPE WALL

W200 x 21 STEEL BEAM (SEE STRUC.)

W200 x 21 STEEL COLUMN (SEE STRUC.)

0-3

0-2

A1

0-1

W1

W1

W1

CARPET493 sq.ft

001BASEMENT

76 sq.ft

003BATHROOM

CARPET76 sq.ft

002STUDIO

89'-5"TOP OF FOOTING

90'-1"TOP OF SLAB

BRICK STEP

TOP OF WALL 99'- 1114"

99'- 914"

26'-1

0"

29'-10"

7'-7"

5"

75 16"

7'-311

16"

3'-13 16

"2'-

834"

3'-0516"

13'-6

"10

'-10"

718"

TJI 220 JOIST (SEE STRUCTURAL)

2A-300

1A-300

15'-0

"

N

UP 30

'-0"

16'-312" 15'-11

2"

15'-0

"

16'-312" 15'-11

2"

0-3

0-2

0-1

W1

W1

W1

CARPET493 sq.ft

001BASEMENT

76 sq.ft

003BATHROOM

CARPET76 sq.ft

002STUDIO

26'-1

0"

29'-10"

7'-7"

5"

75 16"

7'-311

16"

3'-13 16

"2'-

834"

3'-0516"

13'-6

"10

'-10"

718"

2A-300

1A-300

1'-7"

1'-7"

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/4" = 1'-0"

2020/12/14 A-100

BASEMENT FLOORPLAN

1/4" = 1'-0"

BASEMENT FLOOR PLANA-100

1

WM ARCHITECURAL FIRM

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Page 4: Clients: John & Mary

222 sq.ft.

103TERRACE

95 sq.ft.

102DINING ROOM

222 sq.ft.

106OFFICE

47.5 sq.ft.

105BATH.

65 sq.ft.

101LIVING ROOM

226 sq.ft.

107FOYER

182 sq.ft.

104KITCHEN

N

14'-0" 10'-6" 3'-3"

5'-11

7 8"19

'-0"

5'-0"

6'-2"11'-6"

30'-0

"

64'-5"14'-0"

11'-0

"

21'-11516"

2'-3716"

1-1

1-2

1-4

1-3

1-51-6

1-7

W1W1

W1 W1

FIRST FLOOR 100'- 0"

26'-1

0"6'-63

8" 8'-0"

WOOD

WOOD

WOOD

CARPET

1'-7"

15'-358"

6'-6"5"5'-5"7'-3"6'-4"

4'-7"

5'-4"

4'-0"

12'-1

1"

10"

31'-5"

3'-1"

2A-300

1A-300

5'-10"7'-5"

222 sq.ft.

103TERRACE

95 sq.ft.

102DINING ROOM

222 sq.ft.

106OFFICE

47.5 sq.ft.

105BATH.

65 sq.ft.

101LIVING ROOM

226 sq.ft.

107FOYER

182 sq.ft.

104KITCHEN

14'-0"10'-6"3'-3"

5'-11

7 8"19

'-0"

5'-0"

6'-2" 11'-6"

30'-0

"

92'-5"

14'-0"

11'-0

"

21'-11516"

2'-3716"

1-1

1-2

1-4

1-3

1-51-6

1-7

W1 W1

W1W1

26'-1

0"

6'-638"8'-0"

WOOD

WOOD

WOOD

CARPET

15'-358"

6'-6" 5" 5'-5" 7'-3" 6'-4"

4'-7"

5'-4"

4'-0"

12'-1

1"

10"

31'-5"

3'-1"

2A-300

1A-300

5'-10

"

7'-5"

14'-0" 8'-10" 15'-8" 6'-11"

64'-5"14'-0"

14'-0"8'-10"15'-8"6'-11"

14'-0"

92'-5"

1'-7"

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/4" = 1'-0"

2020/12/14 A-101

GROUND FLOOR PLAN

1/4" = 1'-0"

GROUND FLOOR PLANA-101

1

WM ARCHITECURAL FIRM

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Page 5: Clients: John & Mary

216 sq.ft.

205MASTER BEDROOM

28 sq.ft.

206PANTRY

83 sq.ft.

204EN-SUITE

83 sq.ft.

203BATHROOM

100 sq.ft.

202BEDROOM 2

100 sq.ft.

201BEDROOM 1

95 sq.ft.

200HALL

214 sq.ft.

205MASTER CLOSET

N

14'-0" 8'-6" 6'-11"

14'-0" 8'-10" 15'-8" 6'-11"

5'-11

7 8"19

'-0"

5'-0"

64'-5"14'-0"

64'-5"14'-0"

30'-0

"

2-1 2-2

2-3

2-4

2-5

2-6

2-7

W1

W1W2

WOOD

WOOD

WOOD

WOOD

CARPET CARPET

26'-8

"

10316"

16R @ 7"

43'-10"

2'-414" 26'-63

4" 4'-8" 10'-3"

4'-315

16"

W1

16'-0"

SECOND FLOOR 109'- 11"

2A-300

1A-300

216 sq.ft.

205MASTER BEDROOM

28 sq.ft.

206PANTRY

83 sq.ft.

204EN-SUITE

83 sq.ft.

203BATHROOM

100 sq.ft.

202BEDROOM 2

100 sq.ft.

201BEDROOM 1

95 sq.ft.

200HALL

214 sq.ft.

205MASTER CLOSET

14'-0"8'-6"6'-11"

14'-0"8'-10"15'-8"6'-11"

5'-11

7 8"19

'-0"

5'-0"

14'-0"

92'-5"

14'-0"

92'-5"

30'-0

"

2-12-2

2-3

2-4

2-5

2-6

2-7

W1

W1 W2

WOOD

WOOD

WOOD

WOOD

CARPETCARPET

26'-8"

10316"

43'-10"

2'-414"26'-63

4"4'-8"10'-3"

4'-315

16"

W1

16'-0"

2A-300

1A-300

N

1'-7"

16R @ 7"

1'-7"

1'-7"

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/4" = 1'-0"

2020/12/14 A-102

SECOND FLOOR PLAN

1/4" = 1'-0"

SECOND FLOOR PLANA-102

1

WM ARCHITECURAL FIRM

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Page 6: Clients: John & Mary

TOP OF SECOND FLOOR 109'-11"

TOP OF FIRST FLOOR 100'-0"

TOP OF FOUNDATION WALL 99'-11 1/4"

FINISHED GRADE 98'-1 7/8"

TOP OF FOOTING 89'-5"

BOTTOM OF SECOND FLOOR CEILING 118'-9 3/8"

TOP OF SECOND FLOOR 109'-11"

TOP OF FIRST FLOOR 100'-0"

TOP OF FOUNDATION WALL 99'-11 1/4"

FINISHED GRADE 98'-1 7/8"

BOTTOM OF SECOND FLOOR CEILING 118'-9 3/8"

2'-11

34"

2'-11

34"

2'-11

34"

2'-11

34"

TOP OF SLAB 90'-1"

TOP OF FOOTING 89'-5"

TOP OF SLAB 90'-1"

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/4" = 1'-0"

2020/12/14 A-200

NORTH & SOUTHELEVATIONS

1/4" = 1'-0"

NORTH ELEVATIONA-200

1

1/4" = 1'-0"

SOUTH ELEVATIONA-200

2

WM ARCHITECURAL FIRM

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Page 7: Clients: John & Mary

TOP OF SECOND FLOOR 109'-11"

TOP OF FIRST FLOOR 100'-0"

TOP OF FOUNDATION WALL 99'-11 1/4"

FINISHED GRADE 98'-1 7/8"

BOTTOM OF SECOND FLOOR CEILING 118'-9 3/8"

5'-79 16

"

TOP OF SECOND FLOOR 109'-11"

TOP OF FIRST FLOOR 100'-0"

TOP OF FOUNDATION WALL 99'-11 1/4"

TOP OF GRADE 98'-1 7/8"

BOTTOM OF SECOND FLOOR CEILING 118'-9 3/8"

5'-79 16

"

FIREWALL

TOP OF FOOTING 89'-5"

TOP OF SLAB 90'-1"

TOP OF FOOTING 89'-5"

TOP OF SLAB 90'-1"

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/4" = 1'-0"

2020/12/14 A-201

EAST & WESTELEVATIONS

1/4" = 1'-0"

WEST ELEVATIONA-201

2

1/4" = 1'-0"

EAST ELEVATIONA-201

1

WM ARCHITECURAL FIRM

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Page 8: Clients: John & Mary

6" COMPACTED GRAVEL 34" Ø6" SAND2" EPS FOAM BOARD (R=10)6 MIL. VAPOUR BARRIER6" CONCRETE SLAB1"X3" HORIZONTAL WOOD FURRINGSUBFLOOR (3

4" PLYWOOD)FLOOR FINISH (SEE CLIENT)

DRAINAGE MATDAMPROOFING (BITUMINOUS)10" CONCRETE FOUND. WALL (SEE STRUC.)1" AIR GAP2"X4" @ 16" C.C. W.S.M. BATT INSULATION1"X3" HORIZONTAL WOOD FURRING12" GYPSUM BOARD (G.W.B.)

RIDGE BEAM12" ANCHOR BOLT

PRESSURE TREATED2X4 SILL PLATE

SILL PLATE GASKET

CLOSED CELL HIGHDENSITY SPRAY FOAM

CANT STRIP

2"X4" SHEAR KEY

CAPILLARY BREAK

FLASHING

34" SPRAY FOAM SHIELD

SILL PLATE GASKET

6" Ø PERFORATEDFRENCH DRAIN

34" Ø CRUSHED STONE

CANT STRIP

12"X24" CONCRETEFOOTING (SEE STRUC.)

34" ZIP SHEATING

FILTER CLOTH

PYRITE FREEBACKFILL

2" EPS SEPERATOR

89'-5"TOP OF FOOTING

90'-1"TOP OF SLAB

BRICK STEP

FIRST FLOOR

TOP OF WALL

100'- 0"

99'- 1114"

99'- 914"DRAINAGE MAT

SECOND FLOOR 109'- 11"

BOTTOM SECOND FLOOR CEILING 118'- 938"

ROOF PEAK 123'- 114"

EXPANSION JOINT

GALVANIZED STEELLINTEL

PRE-FABRICATEDCONCRETE SILL

CAULKING

6" COMPACTED GRAVEL 34" Ø6" SAND

2" EPS FOAM BOARD (R=10)6 MIL. VAPOUR BARRIER

6" CONCRETE SLAB1"X3" HORIZONTAL WOOD FURRING

SUBFLOOR (34" PLYWOOD)

FLOOR FINISH (SEE CLIENT)

DRAINAGE MATDAMPROOFING (BITUMINOUS)

10" CONCRETE FOUND. WALL (SEE STRUC.)1" AIR GAP

2"X4" @ 16" C.C. W.S.M. BATT INSULATION1"X3" HORIZONTAL WOOD FURRING

12" GYPSUM BOARD (G.W.B.)

CLOSED CELL HIGHDENSITY SPRAY FOAM

CANT STRIP

2"X4" SHEAR KEY

CAPILLARY BREAK

FLASHING

34" SPRAY FOAM SHIELD

SILL PLATE GASKET

6" Ø PERFORATEDFRENCH DRAIN

CANT STRIP

12"X24" CONCRETEFOOTING (SEE STRUC.)

FILTER CLOTH

PYRITE FREEBACKFILL

2" EPS SEPERATOR89'-5" TOP OF FOOTING

90'-1" TOP OF SLAB

BRICK STEP

FIRST FLOOR

TOP OF WALL

100'- 0"

99'- 1114"

99'- 914"

DRAINAGE MAT

SECOND FLOOR109'- 11"

BOTTOM SECOND FLOOR CEILING118'- 938"

ROOF PEAK123'- 114"

FLASHING

ALUMINUM FASCIA FINISHPRE-PAINTED

ALUMINUM SOFFIT

BLUESKIN

1X4 TRIM WITHPREPAINTED

ALUMINUMWEATHERPROOFCAULKING (WITH

BACKER ROD)

WEEP HOLE AT24" O.C.

VAPOR BARRIER

1X3 STRAPPING

FRAMING SHIM

34" SPRAY FOAM SHIELD

1X6 FASCIA BOARD

1 14X10 FASCIA BOARD

2X2 BACKER

34" ZIP SHEATHING

AIR BARRIER(TYVEK)

BLUESKINBLUESKIN

RIDGE BEAM

12" ANCHOR BOLT

PRESSURE TREATED2X4 SILL PLATE

SILL PLATE GASKET34" ZIP SHEATING

BLUESKIN

1X4 TRIM WITHPREPAINTED

ALUMINUM

WEATHERPROOFCAULKING (WITH

BACKER ROD)

DAMPROOFING

8" LAG BOLTS

AIR BARRIER (TYVEK)

20"X8" CONCRETEFOOTING (SEE STRUC.)

6" POURED IN PLACEWALL FOR STAIR SUPPORT

(SEE STRUCTURAL)

PRE-PAINTEDALUMINUM SOFFIT

1X6 FASCIA BOARD

1 14X10 FASCIA BOARD

2X2 BACKER

PRE-PAINTEDALUMINUM SOFFIT

GALVANIZED STEELLINTEL

FLASHING

WEEP HOLE AT24" O.C.

DRYWALL

VAPOR BARRIER

1X3 STRAPPING

FRAMING SHIM

34" SPRAY FOAM SHIELD

34" PLYWOOD

34" PLYWOOD

4X4 WOOD POST

TJI JOIST FOR DECK

2X4 PRESSURETREATED DECKING

34" PLYWOOD(ROUGH OPENING)

INTERIOR CAULKING

2"X4" BRICK WITH MORTAR (CONCAVE & FLUSH JOINTS)AIR BARRIER (TYVEK HOUSE WRAP)34" PLYWOOD SHEATHING2X6 LOAD-BEARING WALL (OPEN CELL SPRAY FOAM)1" AIR GAP2X4 NON LOAD-BEARING WALL (CLOSED CELL SPRAY FOAM)VAPOR BARRIER1X3 STRAPPING AT 16 O.C.4'X8' DRYWALL SHEETS

2"X4" BRICK WITH MORTAR (CONCAVE & FLUSH JOINTS)AIR BARRIER (TYVEK HOUSE WRAP)34" PLYWOOD SHEATHING2X6 LOAD-BEARING WALL (OPEN CELL SPRAY FOAM)1" AIR GAP2X4 NON LOAD-BEARING WALL (CLOSED CELL SPRAY FOAM)VAPOR BARRIER1X3 STRAPPING AT 16 O.C.4'X8' DRYWALL SHEETS

WEATHERPROOF CAULKING(WITH BACKER ROD)

WEATHERPROOF CAULKING(WITH BACKER ROD)

BROWN ROOF ASPHALT SHINGLESBLACK UNDERLAYMENT PAPER34" PLYWOOD SHEATHING2"X6" WOOD RAFTER

BROWN ROOF ASPHALT SHINGLESBLACK UNDERLAYMENT PAPER

34" PLYWOOD SHEATHING

2"X6" WOOD RAFTER

BROWN ROOF ASPHALT SHINGLESBLACK UNDERLAYMENT PAPER

34" PLYWOOD SHEATHING

2"X6" WOOD RAFTER

12" GYPSUM CEILING BOARD1X3 STRAPPING AT 16 O.C.TJI 220 JOIST (SEE STRUCTURAL)34" SUBFLOORFINISHED FLOORING (WOOD STRIP)

12" GYPSUM CEILING BOARD1X3 STRAPPING AT 16 O.C.

TJI 220 JOIST (SEE STRUCTURAL)34" SUBFLOOR

FINISHED FLOORING (WOOD STRIP)

BAFFLE

BAFFLE

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

CLOSED CELL HIGHDENSITY SPRAY FOAM

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1/2" = 1'-0"

2020/12/14 A-300

WALL SECTION &DETAILS

1/2" = 1'-0"

FRONT WALL SECTION & DETAILSA-300

11/2" = 1'-0"

BACK WALL SECTION & DETAILSA-300

2

WM ARCHITECURAL FIRM

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Page 9: Clients: John & Mary

3" DIAMETER ADJUSTABLESTEEL COLUMN

6" X 6" X 14" BASE PLATE

CLOSED CELL HIGHDENSITY SPRAY FOAM

6" COMPACTED GRAVEL 34" Ø6" SAND2" EPS FOAM BOARD (R=10)6 MIL. VAPOUR BARRIER6" CONCRETE SLAB

12"X24" CONCRETEFOOTING (SEE STRUC.)

CLOSED CELL HIGHDENSITY SPRAY FOAM

2" EPS FOAM BOARD

6" COMPACTED GRAVEL 34" Ø6" SAND2" EPS FOAM BOARD (R=10)6 MIL. VAPOUR BARRIER6" CONCRETE SLAB

RADON PIPE

SEALED CAP

34" DIAMETER

CRUSHED STONE

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1-1/2" = 1'-0"

2020/12/14 A-301

RADON PIPE & FOOTINGDETAILS

1-1/2" = 1'-0"

FOOTING DETAILA-301

2

1-1/2" = 1'-0"

RADON PIPE DETAILA-301

1

WM ARCHITECURAL FIRM

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Page 10: Clients: John & Mary

DOOR TYPE SCHEDULEDIMENSIONS MATERIALS

DOOR TYPE WIDTH HEIGHT THICKNESS CORE TYPE MATERIAL FINISH QUANTITYA 2'-6" 6'-0" 1 3/4" SOLID STEEL PAINT 1A 3'-0" 6'-0" 1 3/4" SOLID STEEL PAINT 3B 2'-6" 6'-0" 1 3/4" HOLLOW WOOD PAINT 10C 2'-3" 6'-0" 2 1/4" HOLLOW WOOD PAINT 1C 2'-3 1/2" 6'-0" 2 1/4" HOLLOW WOOD PAINT 2D 3'-5 9/32" 6'-0" 2 1/4" HOLLOW WOOD PAINT 4

WINDOW TYPE SCHEDULEDIMENSIONS

WINDOW TYPE WIDTH HEIGHT THICKNESS QUANTITYW1 5'-0" 3'-6" 6" 8W2 8'-6" 3'-6" 6" 1

SPRUCE SPRINGS RESIDENCE

01 Issued for comment 2020/12/14

ARCHITECTURAL TECHNOLOGY

REVISION TABLE

DateDescription

C É G E P / C O L L E G E

No.

PROJECT 1221-320-VA

ETHAN WHEELER MASSIMO STICCA 20-01

CHRISTIAN ROBICHAUD 01

1'-3" = 1'-0"

2020/12/14 A-400

SCHEDULES

1'-3" = 1'-0"

WINDOW SCHEDULEA-400

2

1'-3" = 1'-0"

DOOR SCHEDULEA-400

1

WM ARCHITECURAL FIRM

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