Julio Yanes Townhomes Wood Frame Projects BC 2015-2019 by Julio Yanes

VICTORIA DRIVE - "LOT 1" MAY 24th, 2017 - ISSUED FOR CONSTRUCTION

ADDRESSES CIVIC ADDRESS 3539, 3542, 3547 Victoria Drive, Coquitlam, B.C.

LEGAL ADDRESS PL NWP57598 LT 117 LD 36 SEC 7 TWP 40 PL NWP21357 LT 2 LD 36 SEC 7 TWP 40 LOT 118 SECTION 7 TOWNSHIP 40 NWD PLAN 57598

PID 005-601-584 008-718-261 005-601-606

PROJECT TEAM DEVELOPER: MOSAIC HOMES

ARCHITECT: EKISTICS ARCHITECTURE INC.

LANDSCAPE ARCHITECT: VAN DER ZALM + ASSOCIATES INC.

INTERIOR DESIGNER: CHIL INTERIOR DESIGN.

500-2609 GRANVILLE STREET VANCOUVER, BC, V6H 3H3 T. 604.685.3888

1925 MAIN STREET VANCOUVER, BC, V5T 3C1 T. 604.876.5050

SUITE 1, 20177- 97 AVENUE LANGLEY,BC, V1M 4B9 T. 604.882.0024

1706 W 1st AVE, 4th FLOOR VANCOUVER, BC, V6J 0E4 T. 604.688.8571

STRUCTURAL ENGINEER: THOMAS LEUNG STRUCTURAL ENGINEERING INC.

MECHANICAL ENGINEER: STERLING COOPER & ASSOCIATES

121 WEST 6th AVENUE VANCOUVER, BC, V5Y 1K3 T. 604.873.1768

#608 1166 ALBENI STREET VANCOUVER, BC, V6E 3Z3 T. 604.734.9338

ELECTRICAL ENGINEER: OPAL ENGINEERING

CIVIL ENGINEER: WSP CANADA INC.

GEOTECHNICAL ENGINEER: DAVIES GEOTECHNICAL INC.

ENVELOPE ENGINEER: JRS ENGINEERING.

1340 BARBERRY DRIVE, PORT COQUITLAM, BC, V3B 1G3 T. 604.355.0771

SUITE 300, 65 RICHMONT ST. NEW WESTMINSTER, BC, V3L 5P5 T. 604.525.4651

UNIT 2, 1520 CLIVEDEN AVE. DELTA, BC, V3M 6J8 T. 604.395.2300

UNIT 300, 4595 CANADA WAY. BURNABY, BC, V5G 1J9 T. 604.320.1999

DRAWING INDEX LANDSCAPE

ARCHITECTURAL A0.00 A0.02 A0.03 A0.04

Project Data / Building Code Assemblies / General Notes Window / Door Schedule

A1.01 A1.02 A1.03 A1.04 A1.05 A1.06

Site Plan Overall Home Store Area Diagram Site Plan South Site Plan North Sit Section Fire Fighting Plan

A2.01a A2.01b A2.02a A2.02b A2.03a A2.03b A2.04a A2.04b A2.05a A2.05b

BLDG # 1 - Building Plans BLDG # 1 - Foundation / Roof Plan BLDG # 2 - Building Plans BLDG # 2 - Foundation / Roof Plan BLDG # 3 - Building Plans BLDG # 3 - Foundation / Roof Plan BLDG # 4 - Building Plans BLDG # 4 - Foundation / Roof Plan BLDG # 5 - Building Plans BLDG # 5 - Foundation / Roof Plan

A3.01 A3.02a A3.02b A3.03 A3.04 A3.05 A3.06 A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.07 A4.08 A4.09 A4.10

Cover Sheet / Drawing Index

A5.01 A5.02 A5.03 A5.04 A5.05 A5.06 A5.07 A5.08 A5.09 A5.10 A5.11 A5.12 A5.13 A5.14 A5.15 A5.16 A5.17 A5.18 A5.19 A5.20

A6.01 A6.02 BLDG # 1 - Elevations / Building Section A6.03 BLDG # 2 - Elevations A6.04 BLDG # 2 - Elevations / Building Section A6.05 BLDG # 3 - Elevations / Building Section BLDG # 4 - Elevations / Building Section A6.06 BLDG # 5 - Elevations / Building Section A6.07 Home Store - Elevations / Building Section A6.08 A6.09 UNIT B - Plans & Unit Section UNIT B(m) - Plans & Unit Section UNIT D(a) - Plans & Unit Section UNIT D(b) - Plans & Unit Section UNIT D(a-m) - Plans & Unit Section UNIT D(b-m) - Plans & Unit Section UNIT E - Plans & Unit Section UNIT E(e) - Plans & Unit Section UNIT E(e-m) - Plans & Unit Section Home Store Layout

Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details Entry Detail - UNIT B Entry Detail - UNIT B(m) Entry Detail - UNIT D(a)/D(b) Entry Detail - UNIT D(a-m)/D(b-m) Vinyl Entry Detail - UNIT D(a-m)/D(b-m) Brick Entry Detail - UNIT E Entry Detail - UNIT E(e) Entry Detail - UNIT E(e-m) Mail Kiosk Detail Fire Wall Details Wall Section - UNIT E/E(e)/E(e-m) Wall Section - UNIT E/E(e)/E(e-m) Wall Section - UNIT E(e)/E(e-m) Wall Section - UNIT B/B(m) Wall Section - UNIT B/B(m) Wall Section - UNIT D(a)/D(b) Wall Section - UNIT D(a-m)/D(b-m) Wall Section - Home Store Wall Section - Firewall

L-01 L-02 L-03 L-03A L-04 L-05 L-06 L-07 L-08 LD-01 LD-02 LD-03 LD-04 SH-L1 SH-L2 SH-L3

STRUCTURAL Cover Page General Notes Site Plan Fence Plan Amenity Space Plan Landscape Plan A Landscape Plan B Landscape Plan C Proposed Landscape Grading Landscape Details Landscape Details Landscape Details Landscape Details Showhome Materials Plan Showhome Planting Plan Showhome Irrigation Plan

INTERIOR DESIGN ID-100 ID-101 ID-102 ID-103 ID-104 ID-105 ID-106 ID-107 ID-108 ID-109 ID-110 ID-111 ID-112 ID-201 ID-202 ID-203 ID-204 ID-205 ID-301 ID-302 ID-303

Key Plans Unit B & B(m) Plans Unit D(a) & D(a-m) Plans Unit D(b) & D(b-m) Plans Unit E, E(e) & E(m) Plans Unit B & B(m) Reflected Ceiling Plans Unit D(a) & D(a-m) Reflected Ceiling Plans Unit D(b) & D(b-m) Reflected Ceiling Plans Unit E, E(e) & E(m) Reflected Ceiling Plans Unit B & B(m) Finishes Plans Unit D(a) & D(a-m) Finishes Plans Unit D(b) & D(b-m) Finishes Plans Unit E, E(e) & E(m) Finishes Plans Unit B(m) & D(a) Kitchen Elevations Unit D(a-m) & E Kitchen Elevations Unit B(m) Bathroom Elevations Unit D(a) & D(a-m) Bathroom Elevations Unit E Bathroom Elevations Typical Unit Details Typical Unit Sections Typical Unit Sections & Details

S-1 S-2.1 S-2.2 S-2.3 S-2.4 S-3.1a S-3.1b S-3.2a S-3.2b S-3.3a S-3.3b S-3.4a S-3.4b S-3.5a S-3.5b S-3.6 S-3.7

MECHANICAL

PLUMBING

M-00 M-00.1 M-01

P-00 P-001 P-01

M-02 M-03 M-04 M-05 M-06 M-07 M-08 M-09 M-10 M-11

Cover Sheet Home Store Mechanical Building 1 Ground & Main Floor Plan Mechanical Building 1 Upper & Roof Floor Plan Mechanical Building 2 Ground & Main Floor Plan Mechanical Building 2 Upper & Roof Floor Plan Mechanical Building 3 Ground & Main Floor Plan Mechanical Building 3 Upper & Roof Floor Plan Mechanical Building 4 Ground & Main Floor Plan Mechanical Building 4 Upper & Roof Floor Plan Mechanical Building 5 Ground & Main Floor Plan Mechanical Building 5 Upper & Roof Floor Plan Schedules & Details

P-02 P-03 P-04 P-05 P-06 P-07 P-08 P-09 P-10 P-11

CIVIL Site Plan Plumbing Plumbing Home Store Plumbing Building 1 Foundation, Lower & Main Floor Plan Plumbing Building 1 Upper Floor, Roof & Water Dist. Schematics Plumbing Building 2 Foundation, Lower & Main Floor Plan Plumbing Building 2 Upper Floor, Roof & Water Dist. Schematics Plumbing Building 3 Foundation, Lower & Main Floor Plan Plumbing Building 3 Upper Floor, Roof & Water Dist. Schematics Plumbing Building 4 Foundation, Lower & Main Floor Plan Plumbing Building 4 Upper Floor, Roof & Water Dist. Schematics Plumbing Building 5 Foundation, Lower & Main Floor Plan Plumbing Building 5 Upper Floor, Roof & Water Dist. Schematics Plumbing Details

C1 C2 C3 C4 C5 C6

Roadworks & Grading Plan Watermain Plan Storm & Sanitary Sewer Plan Road Profiles Stormwater Management Plan Sediment Control Plan

ELECTRICAL E-1.0 E-1.1 E-2.0 E-2.1 E-2.2 E-2.3 E-2.4 E-2.5 E-3.0

Site Plan & Symbols Legend Details & Schedules Unit Plans Unit Plans Unit Plans Unit Plan E Unit Plan E(e) Unit Plan E(e-m) Specifications

COVER

A0.00

EXISTING PROPERTY LINE

27'-10 1/2" [8.50m]

1 A1.05

EAST WEST ROAD

m PG:41.50 E @ P.LIN

ROAD DEDICATION

9.5 %

Slo pe

T.O .

PROPOSED PROPERTY LINE

39.46m FFE

UNIT B 39.46m FFE

39.46m FFE

39.00m FFE

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT B(m)

UNIT D(b-m)

39.00m FFE

38. T.O 82 .W.

E N

39.00m FFE

lope

C K

RESIDENT

INE

9.5

TB A

COMMON AMENITY 133.83 SM (155 SM TOTAL REQ.)

38.23@PL PROPOSED

23 38. .W. B.O

2+70

2+60

38.44

38.69

38.78

2+30

2+40

2+50

.90

38 .8

0m FG

38 B. .80 O. m W .

38.88

VISITOR

38.98

0m 39.0 .W. T.O

38.80m T.O.W. 38.00m B.O.W.

3:1 SLOPE 3:1 SLO PE

2+00 36.29

UNIT B

UNIT D(b-m)

36.21

36.11

36.00

35.90

35.76

.50

90 .6

e) E( IT

E( IT UN

SLOPE

m .46 . 33 O.W T.

3 B. 5.0 O 0m .W .

34.99

1+70

FG:3

DN 14

35.45m T.O.W. 35.90m T.O.W.

3:1 35.70m T.O.W.

3.46

RESIDENT

35 T.O .90m .W .

33 T. .46m 32O.W T.O .18m. .W .

2+90

2+80

2+70

F.H.

ND 41

2+60

m .46 . 33 .O.W T

D 14 N

2+50

36.60m T.O.W. 3 B. 6.10 O. m W .

16 UNITS

MAIL KIOSK

3: 1 OP E

3:1 SLOPE

VISITOR

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT B(m)

PG:34.00 m @ P.LIN E

lop e

3:1 SLOPE

16 UNITS

LI NE

36.80m T.O.W.

TB A C

37.56m T.O.W. 3 B. 7.00 O. m W .

35.70m B.O.W.

VISITOR

0. 3m

9.5

37 T .24 36 .O.W B.O.88 . .W .

m PG:36.40

ROCKLIN ST.

37.

R PE O

EX m IS PG:36.54 TI NG PR O PE RT Y

37.

38.80m T.O.W. 3 B. 7.90 O. m W .

7 .0

37.50 T.O.W . B.O37.0 .W 5 .

37.5 0 T.O.W .

36.80 B.O.W.

O PR

3:1 SLOPE

37 T. .55 O. m W .

8 6.

37.04 T.O.W.

EXISTING PROPERTY LINE

RT PE

ROCKLIN ST.

O PR

0. 3m

41.14m FFE

.O.W 29 T

O PR

41.

ING

.W . .

42.00m T.O.W. 40.80m B.O.W.

40m

B.O

IST

F.H.

3553

40. 69

40. 28

4.0m SETBACK

E Y

33.97

1+40

32.82

32.75

32.83

UNIT E(e)

CHIMNEY

ELEC. ROOM

DN 14

2.74m

0.76m

UNIT E

YENMIHC

UNIT E(e-m)

ND 41

1.53m 1.26m

E SID

ENT

ID RES

28 BENCH SEAT

TO R

1+30

1+20

TO SI VI

1+10

VI SI VI

50 1+ .21 33

2 A1.05

Se we rR Vi cto .O ria .W . Dr .

Up pe r

5. 0m

O PE 3.0 m EX D SE IS RE T T TI NG AIN BA CK PR IN A O N PE D G W P A RT R Y OP LLS LI O NE S ED

33 T.O .35m .W .

3:1 SLOPE

0m 32.1 . B.O.W 4.35m

0.60m (TYP) 1.75m (TYP)

.41

F.H.

ROAD DEDICATION

0.60m (TYP)

1x 2x

0.91m

m .86 30

.3 30

(See Landscape for this area)

2.35m

1.38m 0.98m

1.44m

0.91m

0.91m 1.44m

m .35 30 OS 5m B 0.6 3 S TO

1.14m

0.30m

2.59m (TYP)

0.91m

0.30m

m m .85 .65 30 OW 30 W T TO

1.14m

0.60m

8.35m

1.14m

0.91m

2.59m

1.14m

m .85 30 OW T

6.97m

2.35m

F.H.

m .38 30 OS B m .83 30 OS T

PROPOSE PROPERTY LINE 2%

0.15m

4.51m

0.39m

0.03m

0.91m 0.60m

m .92

m .85 30 OW T

4.0m SETBACK

.3 30

0.4

3.26m m .85 30 OW T

0.84m

3.78m

3.66m 1.28m

1.16m

0.2

m .40 30 OS B m .85 30 OS T

m .36 30

4.8

1.94m

0.94m

0.34m

.3 30

2.35m

0.10m

0.91m (TYP)

.4 30

0.84m

4.40m

6.05m (TYP) m .41 30

11.17m

m 16.20m 0.4

0.92m

1.21m

FUTURE ROAD ALIGNMENT

1+60

UNIT B

UNIT D(b)

UNIT D(a)

UNIT D(b)

UNIT D(a)

UNIT D(b)

UNIT D(a)

UNIT B(m) RESIDENT

3:1 SLOPE

33 T. .00m 32O.W B.O.18m. .W .

COMMON AMENITY 32.98 SM (155 SM TOTAL REQ.)

5m 33.1 . B.O.W

ROAD DEDICATION PROPOSED PROPERTY LINE

m .00 35 .W. B.O

34 T.O .05m .W .

0m 33.2 . B.O.W

35m

3.00

FG:3

MAN HOLE

m .19

m .67 30

11.80m

6.91m

1.25m

0.60m

EXISTING PROPERTY LINE

.38

VICTORIA DR.

SITE PLAN OVERALL

A1.01

- 16:05 , 2019/01/31

CIVIC ADDRESS

PL NWP57598 LT 117 LD 36 SEC 7 TWP 40 PL NWP21357 LT 2 LD 36 SEC 7 TWP 40 LOT 118 SECTION 7 TOWNSHIP 40 NWD PLAN 57598

PID 005-601-584 008-718-261 005-601-606

- 11:27 -PlottedBy:

LEGAL ADDRESS

Julio Yanes

3539, 3543, 3547 Victoria Drive, Coquitlam

REFERENCE DOCUMENTS

yanes , 2018/08/10

BRITISH COLUMBIA BUILDING CODE, 2012 EDITION - DIV B - PART 9

OCCUPANCY GROUP 'C' - RESIDENTIAL OCCUPANCY

FOOTPRINT AREA (ft²)

FOOTPRINT AREA (m²)

NUMBER OF STOREYS

NUMBER OF STREETS FACING

CONSTRUCTION TYPE

BUILDING 1

3966.71

368.52

THREE

3 STREETS

COMBUSTIBLE

BUILDING 2

6616.63

614.70

THREE

4 STREETS

COMBUSTIBLE

BUILDING 3

3436.72

319.28

THREE

2 STREETS

COMBUSTIBLE

BUILDING 4

5136.18

477.17

THREE

4 STREETS

COMBUSTIBLE

BUILDING 5

4398.33

408.62

THREE

3 STREETS

COMBUSTIBLE

Z:\Projects\DC35 - Victoria Dr_Coquitlam\CAD\ARCH\LOT 1\3.WD\A1.01 - DC35.2 - SITE PLAN.dwg

BUILDING

-LastSavedBy:

BUILDING AREAS

REQUIRED SPRINKLERED AREAS NOT REQUIRED BY THE BCBC 2012

ALARM AND DETECTION SYSTEMS SMOKE ALARMS AND SMOKE/CO DETECTORS REQUIRED

FIRE FIGHTING PROVISIONS FIRE DEPARTMENT HOSE CONNECTIONS - REFER TO SITE PLAN AND EMERGENCY SERVICES SITE PLAN FOR HYDRANT LOCATIONS 1 FIREFIGHTING WAYFINDING SIGN PROVIDED AT STREET ENTRANCE (ROCKLIN STREET) FIRE ALARM ANNUCIATOR PANEL - NOT REQUIRED STANDPIPE SYSTEM - NOT REQUIRED

EGRESS FROM BEDROOM PER, BCBC 2012, 9.9.10.1

SPATIAL SEPARATION PER BCBC 2012, SECTION 9.10.15. REFER TO ELEVATIONS, WINDOW SCHEDULE AND ATTACHED BUILDING INFORMATION SHEET

2 [7. 3'-3 09 " m]

ROAD DEDICATION

68'-6" [20.88m]

REQUIRED FIRE-RESISTANC E RATING

PERMITTED CONSTRUCTION

CODE REFERENCE

STC RATING PROVIDED

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY

1-HOUR

COMBUSTIBLE

BCBC 2012 TABLE A-9.10.3.1.A

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY

2-HOUR

NONCOMBUSTIBLE

UL Des U336

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY IN ATTIC SPACE

1-HOUR

COMBUSTIBLE

BCBC 2012 9.10.9.10

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY IN ATTIC SPACE

2-HOUR

NONCOMBUSTIBLE

UL Des U336

WALL/FLOOR BETWEEN GARAGE AND DWELLING UNIT CONTAINING A GARAGE

0-HOUR SMOKE SEPARATION ONLY

COMBUSTIBLE

BCBC 2012 TABLE A-9.10.9.16.4

-1" ] 91' R1 .25m 8 [R5

EXISTING PROPERTY LINE

LOCATION OF REQUIRED FIRE SEPARATION

FileLocation:

CONSTRUCTION ASSEMBLIES REQUIRED TO HAVE A FIRE SEPARATION WITH A FIRE-RESISTANCE RATING

20'-3" [6.17m] H

4m BUILDING SETBACK

0.3m BUILDING SETBACK

7'-

[81

.61

EX I

PR O

PE R

LI NE

SUBJECT SITE

Y LINE BUILDING SETBACK NEW PROPERTY LINE

PROJECT DATA BUILDING CODE

4m BUILDING SETBACK ROAD DEDICATION EXISTING PROPERTY LINE 125'-2" [38.14m]

B RT UIL Y D 23 LIN ING 3'- E SE 10 " [7 TB 1.2 AC 7m K ]

PROPOSED DEVELOPMENT AREA

EXISTING PROPERTY LINE

4m BUILDING SETBACK

2 [6. 2'-10 95 " m]

NEW PROPERTY LINE

OPERT

332'-7" [101.36m]

ING PR EXIST

EXISTING PROPERTY LINE

NEW PROPERTY LINE

DEVELOPABLE AREA DIAGRAM

A0.02 2

LOCATION MAP

A3.02

6:12

L R W

4'-11"

5'-21 L

UNIT D(a-m) 8' L

8' DECK

UNIT D(b-m)

4'-11"

5'-21 2"

RW L W

1'-111

ATTIC HATCH TYP.

6:12

UNIT D(b-m)

Scale: 1/8" = 1' - 0"

MAIN FLOOR PLAN Scale: 1/8" = 1' - 0"

1'-1112"

15'-2"

2" 5'-8"

6:12

L W R

12'-9"

L W R

4'-10" 2'-4"

1'-6"

A2.02a

24' 8'-10"

1'-1"

4'-4"

BUILDING 2 FLOOR PLANS

1'-1"

8 2"

11'-6"

11'

UPPER FLOOR PLAN Scale: 1/8" = 1' - 0"

14' 41'

11'-6" L

14'

11'

41'

1'-111

1'-6"

6:12

8'-10"

4'-4"

8'-10"

GROUND FLOOR PLAN

5'-8"

W L R

41'

12'-9"

24'

7 11'-6"

W R

2" 9'-8" 9'-10"

24'

14'

R W

11'

UNIT B(m)

1'-6"

6:12

19,718.16 1,831.88

- AREA TOTAL =

610.01

6566.10

- UPPER FLOOR

619.15

6664.47

- MAIN FLOOR

602.72

R ATTIC HATCH TYP.

6487.58

- GROUND FLOOR

S.M.

W26

R L

S.F.

UNIT B(m)

TRENCH DRAIN TYP.

BULKHEAD ABOVE

ATTIC HATCH TYP.

10 R

W26

W26a

BULKHEAD ABOVE

EDGE OF DECK

W26

- BUILDING 2 AREAS

DECK

UNIT D(a-m)

W26 BULKHEAD ABOVE

UNIT D(a-m)

W R

15'-2"

REG. CAR

UNIT D(a-m)

9'-812"

15'-2"

INTERLOCK ABOVE

SLOPE

6:12

5'-21

5'-512"

4'-11"

PRIVACY SCREEN TYP.

SMALL CAR

W26

INTERLOCK ABOVE

5'-212"

W26

W26a

5'-212"

W26

4'-3"

W26

4'-6"

4'-4"

UNIT D(b-m)

1'-111

BULKHEAD ABOVE

W26

2'-3"

L W

BULKHEAD ABOVE

ATTIC HATCH TYP.

R W

UNIT D(a-m)

15'-2" 8'

SLOPE

BULKHEAD ABOVE

DECK

5'-512"

UNIT D(b-m)

15'-2"

SMALL CAR

5'-512"

BULKHEAD ABOVE

2'-3"

15'-2"

DECK

W26 L RW

BULKHEAD ABOVE

15'-2"

UNIT D(a-m)

W26

5'-212"

W L

INTERLOCK ABOVE

9'-812"

REG. CAR

UNIT D(a-m)

3'-6"

6:12

5'-512"

SMALL CAR

SLOPE

15'-2"

W26

INTERLOCK ABOVE

ATTIC HATCH TYP.

6:12

5'-212"

4'-3"

W26

W26a

2'-1"

R LW

W33

R W L

2'-412"

8'-3"

UNIT D(b-m)

169'-7"

15'-312"

W L

2'-1"

RW L

2HR RATED FIREWALL

3'-6"

2'-1"

BULKHEAD ABOVE

ATTIC HATCH TYP.

W26

4'-4"

6:12

R W

15'-312"

DECK

BULKHEAD ABOVE

2'-1"

BULKHEAD ABOVE

1'-1"

2'-3" 15'-2" 8'

L R W

W33

ENG POST TYP.

SLOPE

5'-512"

SMALL CAR

5'-7"

W R 2"

UNIT D(b-m)

2HR RATED FIREWALL

BULKHEAD ABOVE

6 L

2'-41

169'-7"

BULKHEAD ABOVE

8'-3"

15'-31

15'-312"

12 RW

UNIT D(a-m)

3'-6"

BULKHEAD ABOVE

UNIT D(b-m)

5'-212"

5'-512"

W33

14 2"

8' 5'-212"

W26

INTERLOCK ABOVE

9'-10"

REG. CAR

2HR RATED FIREWALL

169'-7"

R LW

3'-6"

ATTIC HATCH TYP.

6:12

15'-312"

UNIT D(a-m)

W26 INTERLOCK ABOVE

SLOPE

1'-1112"

ATTIC HATCH TYP.

1'-111 1'-111

BULKHEAD ABOVE

SMALL CAR

CANOPY TYP.

W26

DECK

5'-512" W26

W26a

BULKHEAD ABOVE

W26

BULKHEAD ABOVE

UNIT D(b-m)

UNIT ENTRY DIVIDER

4'-3"

SLOPE

15'-2"

SMALL CAR

UNIT D(b-m)

R W

2'-3"

BULKHEAD ABOVE

15'-2"

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL

4 5'-512"

DW F. F.G. P. T.O.S. W/D

BULKHEAD ABOVE

R W

UNIT D(a-m)

8' W26

W26

BUILDINGSECTION MARK

15'-2"

UNIT D(a-m)

LINE OF CANOPY ABOVE TYP.

DECK

15'-2"

14 9'-812"

DETAILNUMBER REFERENCEDRAWING

UNIT D(a-m)

REG. CAR

DET. DWG.

SLOPE

15'-2"

WINDOWMARK

W23

12'-9" 1'-4"

5'-21

5'-212"

5'-512"

INTERLOCK ABOVE

15'-2" 8'

UNIT D(b-m)

6:12

3 W R

FLOOR & ROOF ASSEMBLY MARK DOORMARK

SMALL CAR

W26

INTERLOCK ABOVE

4'-11"

W26

W26a

5'-212"

4'-3"

W26

W L R

R W L

1'-111

ATTIC HATCH TYP.

6:12

8' DECK

UNIT D(b-m)

W L

4'-10"

BULKHEAD ABOVE

W L

BULKHEAD ABOVE

6:12

ATTIC HATCH TYP.

W26

2'-3"

15'-2"

5'-512" 5'-512"

W 1'-4" L

2'-4" 24'

12'-9"

UNIT B

W26

WALLASSEMBLYMARK

5'-8"

8'-10"

1'-1"

4'-4"

L W

9'-8" R

L W R SMALL CAR

1'-4"

A3.02

1'-1114"

24'

9'-10"

LINE OF FLOOR OVER

WINDOW WELL

L R

8'-10" 24'

16 15

15'-2"

SLOPE

L W

UNIT D(b-m)

6:12 L W R

BAY OVER TYP.

BRICKCLADDING /BRICKLEDGE

No.

BULKHEAD ABOVE

W26 BULKHEAD ABOVE

W26

11'-6"

L RW

W R

W26a

UNIT B

W R

W26

TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

W28a

W R

LEGEND:

W27

W12a ABOVE W27

L W R

UNIT B

11'

41' 14'

1 8'-10"

CONC. STOOP TYP.

BAY OVER TYP.

DENOTES 1 HR. FIRE RESISTANCE RATING

ELEC. ROOM

1'-6"

1 4'-4"

DENOTES 2 HR. FIRE RESISTANCE RATING

No.

W28a

W R

(SEE ALSO CODE REPORT FROM LMDG)

No.

11'-6"

11'

PARTY WALL & ATTIC FIRE RATINGS

1'-6"

R W

11'-6"

W12a

41' 7'-03 4"

11'

1'-6"

41' 14'

A3.02

7'-9" 4:12

4'-3" FOUNDATION OVER TYP.

2'-5" 14' 41' -2"

9'-2"

8'-6" 3'

FOUNDATION PLAN Scale: 1/8" = 1' - 0"

3'-6"

W30

TRENCH DRAIN TYP.

UNIT B(m)

R W L

11 11'-6"

2 -

1'-2"

16.5:12

2'-5"

8' 41' 8' 12'-6"

ROOF PLAN Scale: 1/8" = 1' - 0"

W32

1'-1"

W30

111

UNIT D(a-m)

R L W R

16.5:12

1' 1'

4'-212"

SLOPE 2%

6:12

-2"

W L

W30

R W L

17:12

11'-9"

W30

111

6:12

4'-212"

W30

UNIT D(a-m)

4'-212"

7'-4"

2'-10"

W L

1'-6"

1'-7"

3'-10"

R W

17:12

1'-6"

17:12

R W

2'-10"

3'-10"

17:12

4'-4"

16.5:12

1'-7"

W30

111

17'-6"

4'-212"

W30

17:12

1'-3" 3'-10"

24'

9'-10"

A3.02

3 T. 7.9 O 8m .W AL L

3 T. 7.1 O 4m .W AL L

3 T. 7.1 O 4m .S .

3 T. 9.0 O 0m .W AL L

3 T. 7.8 O 2m .W AL L

UNIT B

11'-7"

17:12

17:12 17:12

9'-8"

3'-10"

17:12

1'-3"

15'-2"

5'-512" 2"

17:12

2' 17:12 17:12

15'-2"

4'-3"

5'-512"

3'-10"

17:12

2' 17:12 17:12

15'-2"

9'-812"

T. 36 O .3 .S 1 LA m B

.4 6

3'-8"

A5.04

17:12

2' 17:12 17:12

1'-41

15'-312"

9'-812"

18'-8"

3 T. 6.4 O 6m .W AL L

.W AL L

T. O

3'-4"

8'-10"

16.5:12

12'-6"

17:12

8'-3"

1'-3"

169'-7"

5'-512"

AL L

.S LA

37 T.O .86m .W AL L

4'-8"

3'-2"

1' 8'

17:12

W R

15'-2"

15'-31

4'-3"

5'-512"

6'-4"

41'

2'-10"

2" 2"

17:12 17:12

1'-6"

UNIT B(m)

9'-812"

3' 7'-101

L 1'-6"

UNIT D(a-m)

9'-10"

T. 36 O .3 .S 1 LA m B

AL6'-2" L

m 46

SLOPE 2%

3'-10"

SLOPE 2%

UNIT D(b-m) 15'-2"

UNIT D(a-m)

15'-2"

SLOPE 2%

24' 5'

SLOPE 2%

3'-412" 4'-3"

18'-2"

2'-10"

12'-2"

5'-7"

UNIT D(b-m) 5'-512"

-2"

9'-812"

UNIT D(a-m)

9'-812"

17'-6"

4'-3"

5'-512"

SLOPE 2%

5'-512"

16'-10"

7'-4"

8'-312" 2"

-2"

9'-812"

UNIT D(a-m) T. 36 O .3 .S 1 LA m B

SLOPE 2%

9'-812"

UNIT D(b-m) T. 36 O .3 .S 1 LA m B

3 T. 6.4 O 6m .W AL L

UNIT D(b-m)

SLOPE 2% 9'-8"

SLOPE 2% T. 36 O .3 .S 1 LA m B

7'-912"

3 T. 6.4 O 6m .W AL L

3 T. 6.4 O 6m .S LA B

SLOPE 2%

9'-10"

3'-212" 3'-113 4"

4'-4"

4'-012"

T. 36 O .3 .S 1 LA m B

3'-412"

T. 36 O .3 .S 1 LA m B

4'-012"

T. 36 O .3 .S 1 LA m B

-2"

T. 36 O .3 .S 1 LA m B

.W AL L

3 T. 6.4 O 6m .W AL L

m 46

3 T. 6.4 O 6m .W AL L

.W AL L

5'-8"

UNIT B

T. 36 O .3 .S 1 LA m B

3 T. 6.4 O 6m .W AL L

3 T. 6.4 O 6m .S LA B

3'-01

O 36. . W 46 AL m L

AL L

2'-3"

O 37. .W 18 AL m L

-2"

7'-912"

3 T. 6.4 O 6m .W AL L

10'-111

12'-2"

11'-6"

3'-101

3 T. 6.4 O 6m .W AL L

.W AL

3 T. 6.4 O 6m .S LA B

3 T. 7.8 O 2m .W AL L

m 46

.W AL

-2"

A5.04

3 T. 6.4 O 6m .W AL L

3 T. 6.4 O 6m .S LA B 36 T. .4 O 6m .W AL L

3'-212" 3'-113 4"

3 T. 6.4 O 6m .W AL L

10'-111

AL L

4'-11"

24'

18'-8"

3 T. 6.4 O 6m .W AL L

3'-01

3 T. 6.4 O 6m .S LA B

2'-3"

15'-2"

.2 39

8'-31

m 46

1 3 T. 6.4 O 6m .W AL L

. 36

3 T. 6.4 O 6m .W AL L

AL L

10'-71 4"

3'-8"

. 36 AL L

6m .4 .W

m 46

L AL

11'

LA B

. 36

AL L

3 m 46 6. .W

.4 36

m 00

m 46

T 3 3 T. 6.4 .O.W 6.4 O 6m AL 6m .W L AL L

3 T. 6.4 O 6m .S LA B

AL L

O 39. .W 00 AL m L

. 36

3 T. 6.4 O 6m .S LA B

4'-11"

10'-71 4"

O 37. .W 82 AL m L

3 T. 6.4 O 6m .S LA B

AL L

1'-4"

.0 39

m 00 AL L

.0 39

. 36

-2"

1'-6"

m 00

3 T. 6.4 O 6m .S LA B

. 39

. 39 T.

3'-6"

m 00

AL L

O .W AL

2'-412"

. 39

m 00

A5.04

3 T. 9.0 O 0m .W AL L

15'-2"

FLOOR & ROOF ASSEMBLY MARK DOORMARK

3 T. 9.2 O 0m .W AL L

80 m

38 .

6'-2"

4'-11"

. 39

39 0m .0

AL L

2'-3"

4'-8"

m 00 9.

3'-4"

10 T.

9 T.

4'-11"

37 T.O .86m .W AL L

5'-8"

15'-2"

. 39

6'-4"

15'-312"

0m .0 . 36

3'-2"

6m .6 EL 37 AV R .G

8'-10"

15'-2"

L L W W R

.0 39

15'-2"

3'-1012"

15'-2"

36 6m .4

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL 4

80 m

DW F. F.G. P. T.O.S. W/D

24'

BUILDINGSECTION MARK

169'-7"

DETAILNUMBER REFERENCEDRAWING

15'-31

DET. DWG.

WINDOWMARK

1' 11'-6"

L W

BRICKCLADDING /BRICKLEDGE 38 .

11'

W23

1'-6"

41' 14'

L W R L W R

No.

WALLASSEMBLYMARK 2 AL .W

LEGEND: O T.

No.

DENOTES 2 HR. FIRE RESISTANCE RATING 6m . 6 EL 37 AV R .G

TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

(SEE ALSO CODE REPORT FROM LMDG)

O T.

DENOTES 1 HR. FIRE RESISTANCE RATING

PARTY WALL & ATTIC FIRE RATINGS

A B

6:12

UNIT D(b-m) 2'

R W L

UNIT D(b-m) 2'

UNIT D(a-m)

2HR RATED FIREWALL

R W R L W L

3'-6"

UNIT D(b-m)

UNIT D(a-m)

R W L

UNIT D(b-m)

6:12

BUILDING 2 FOUNDATION & ROOF PLANS

A2.02b

UNIT B

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT B(m)

169'-7" [51.69m] 15'-2"

24'

15'-2"

24'

A6.07

1 12

12 17

6'-7" [2.01m]

UNIT B ROOF PEAK

15'-312"

A6.04

11'-612"

38'-4"

ROOF PEAK

1'-112"

39'-5 1/2"

15'-31

TOP OF WALL t/o plate

+2'-0"

WINDOW SILL 19'-10"

THIRD FLOOR

+3'-6"

WINDOW SILL

8'-1"

EG EG

W3a

5 12 6

A5.04

A5.02 3 5a W5

WINDOW SILL D-01

FG:127.94'

SECOND FLOOR

FG:39.00m 8'-11"

EG EG

14 +1'-8"

A5.03

10'-11"

t/o subfloor

39'-512" [12.03m]

31'-212" [9.51m]

A5.04

BUILDING HEIGHT

2 27'-11"

D-01

A5.03

D-01

t/o subfloor

8'-11"

TOW:37.98m +5'-0"

WINDOW SILL

0'-0"

W12

A5.02

W12

FG:39.00m FG:127.94'

TOW:124.61'

OUTDOOR AMENITY

FG:36.94m

EG:36.76m

FG:121.19'

EG:120.60'

EG:37.86m EG:124.23'

LINE OF EXISTING GRADE

GROUND FLOOR t/o concrete

0.00'=36.46m TOP OF SLAB

NORTH ELEVATION

Scale: 1/8' = 1'0"

UNIT B(m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT B

169'-7" [51.69m] 15'-2"

24'

15'-2"

15'-312"

15'-2"

15'-312"

15'-2"

UNIT B ROOF PEAK

11'-612"

38'-4"

ROOF PEAK

1'-112"

39'-5 1/2"

A6.05

24'

A6.07

1 12 17

12 17

0Â°

.0 135

27'-11"

A5.04

TOP OF WALL t/o plate

WINDOW SILL 19'-10"

THIRD FLOOR

8'-1"

W3a

A5.03

W3a

A5.04

3 12

WINDOW SILL

W10

W10a

D-19

A5.03

D-19

A5.04

W1 W1

W10a

W10 BV

4 8'-11"

SECOND FLOOR

A5.03

t/o subfloor

6 888

8'-11"

+1'-8"

10'-11"

t/o subfloor

39'-512" [12.03m]

+2'-0"

888

9 888

A5.02

888

D-01

11a FG:36.94m

TOW:37.61m TOW:36.87m TOW:123.39'

FG:121.19'

TOW:120.95'

0'-0"

GROUND FLOOR D-04a

t/o concrete

EG:36.54m EG:119.87'

D-04a

D-04

D-04a

D-04

D-04a

D-04

D-04a

D-04

11b

D-04a

FG:36.28m

FG:36.28m FG:119.03'

LINE OF EXISTING GRADE @ BLDG FACE

FG:119.03'

EG:35.75m EG:117.30'

2 -

SOUTH ELEVATION Scale: 1/8' = 1'0" MATERIAL KEY 1

ASPHALT SHINGLES - ANTIQUE BLACK (FLASHING - BLACK) BY GRAY BY PABCO

ENTRY DOOR (FIBERGLASS DOOR WOOD GRAINED, PAINTED) -SUNDRIED TOMATO CC-62 BY BENJAMIN MOORE

FASCIAS (1X4 ON 2X10) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10a

FASCIAS (1X4 ON 2X10) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

BEAMS (WOOD PAINTED) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10b

BEAMS (WOOD PAINTED) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

11a

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

11b

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

BRICK VENEER - MUTUAL USED BY MUTUAL MATERIALS CO.

SOFFIT (VINYL PERFORATED) - HARVARD SLATE BY ROYAL - J TRIM - PEARL GREY BY KAYCAN

WALL SIDING (VINYL SIDING DOUBLE 4") - STORM BY GENTEK

WALL SIDING (VINYL SIDING DOUBLE 4") - DOVER GRAY BY GENTEK WALL PANEL (HARDI PANEL) - WHALE GRAY 2134-40 BY BENJAMIN MOORE

6a 6b 6c 7 8a

WALL PANEL (HARDI PANEL) - PEWTER 2121-30 BY BENJAMIN MOORE WALL PANEL (HARDI PANEL) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE WINDOWS - WHITE (HEAD FLASHING - POLAR WHITE) - BLACK (HEAD FLASHING - BLACK) TRIMS, BATTENS, BRACES WINDOWS: 2X4 & 2X6 PAINTED, CORNERS 2X6, BATTENS 1X4 - WROUGHT IRON 2124-10 BY BENJAMIN MOORE TRIMS, BATTENS, BRACES WINDOWS: 2X4 & 2X6 PAINTED, CORNERS 2X6, BATTENS 1X4 - STEEL WOOL 2121-20 BY BENJAMIN MOORE

FLASHING (PRE-FINISHED ALUMINUM) -CHARCOAL (U.N.O.)

GUTTER & RWL (PRE-FINISHED ALUMINUM) BLACK

FLOWER BOX (WOOD, PAINTED) - JET BLACK 2120-10 BY BENJAMIN MOORE

PRIVACY SCREEN, WOOD FENCING & GATES - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

EXTERIOR WOOD RAILING (WOOD POSTS, PICKETS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE EXTERIOR ALUMINUM GUARDRAILS BLACK

***NOTE: ALL FLASHINGS TO BE CASCADIA METALS

STANDING SEAM METAL ROOF

BUILDING 2 ELEVATIONS

A3.02a

UNIT B(m)

UNIT B

41'

3 39'-5 1/2"

A6.04

ROOF PEAK

39'-5 1/2"

12 6

16.5

TOP OF WALL

+3'-0"

A5.03

WINDOW SILL

4'-9"

8'-1" 2" [12.03m]

W10a

W27 BV

A5.04

2 5a

A5.02

1 2"

A5.04 3 2

WINDOW SILL

A5.02

A5.03

FG:39.00m

W2a

W10

4' R

FG:127.94'

A5.03

W10

5a 12

D-19

A5.04

A5.03

D-19

9 16

THIRD FLOOR

+5'-0"

19'-10"

t/o subfloor

39'-51

10'-11"

WINDOW SILL

W6a

10'-11"

-1'-5"

t/o subfloor

27'-11"

t/o plate

A5.04 W6

THIRD FLOOR

8'-1"

WINDOW SILL

39'-512" [12.03m]

19'-10"

TOP OF WALL

t/o plate

+5'-2"

38'-4"

2a 27'-11"

UNIT B ROOF PEAK

11'-612"

1'-112"

UNIT B ROOF PEAK

11'-612"

38'-4"

WINDOW SILL

-1'-1"

WINDOW SILL

+6'-8"

SECOND FLOOR

SECOND FLOOR W9

t/o subfloor

TOW:39.00m TOW:38.07m

TOW:127.94'

TOW:124.89'

8 A5.02

EG:124.23'

FG:39.00m

TOW:39.00m

TOW:37.98m

FG:127.94'

TOW:127.94'

FG:37.90m

TOW:124.61'

FG:124.33'

TOW:123.39'

TOW:36.87m

EG:36.54m

TOW:120.95'

FG:36.28m

EG:119.87'

FG:119.03'

FG:36.26m

A5.02

TOW:36.94m

FG:36.94m

EG:36.76m

TOW:121.19'

FG:121.19'

EG:120.60'

FG:118.96'

GROUND FLOOR t/o concrete

EG:35.75m

GROUND FLOOR

EG:117.30'

t/o concrete

0.00'=36.46m TOP OF SLAB

WEST ELEVATION

UNIT B(m)

UNIT D(a-m)

EAST ELEVATION

Scale: 1/8' = 1'0"

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT D(a-m)

Scale: 1/8' = 1'0"

0'-0"

0.00'=36.46m TOP OF SLAB

LINE OF EXISTING GRADE @ BLDG FACE

8'-11"

t/o subfloor

TOW:37.61m

LINE OF EXISTING GRADE @ BLDG FACE 0'-0"

D-01

8'-11"

EG:37.86m

8'-11"

UNIT D(b-m)

UNIT D(a-m)

UNIT D(b-m)

UNIT B

169'-7" [51.69m] 15'-2"

24'

27'-11"

15'-3 1/2"

15'-2"

UNIT B ROOF PEAK

11'-612"

38'-4"

15'-3 1/2"

15'-2"

24'

ROOF PEAK

1'-112"

39'-5 1/2"

15'-2"

TYP.

1d A5.20

1d A5.01

TOP OF WALL

19'-10"

THIRD FLOOR

8'-1"

BEDROOM

MASTER BEDROOM

BEDROOM

MASTER BEDROOM

BEDROOM

MASTER BEDROOM

BEDROOM

MASTER BEDROOM

TYP. 1c A5.20

10 A5.01

BEDROOM

TYP.

TYP. 1c A5.01

LIVING ROOM

LIVING ROOM TYP.

LIVING ROOM

LIVING ROOM 12 A5.01 TYP.

1b A5.20 8'-11"

BEDROOM

10'-11"

t/o subfloor

39'-512" [12.03m]

t/o plate

SECOND FLOOR

LIVING ROOM

TYP.

1b A5.01

8'-11"

t/o subfloor

GARAGE 0'-0"

GARAGE

GROUND FLOOR

GARAGE

F1a

t/o concrete

0.00'=36.46m TOP OF SLAB

TYP.

3 -

1a A5.20

TYP.

1a A5.01

BUILDING SECTION Scale: 1/8' = 1'0"

MATERIAL KEY 1

ASPHALT SHINGLES - ANTIQUE BLACK (FLASHING - BLACK) BY GRAY BY PABCO

ENTRY DOOR (FIBERGLASS DOOR WOOD GRAINED, PAINTED) -SUNDRIED TOMATO CC-62 BY BENJAMIN MOORE

FASCIAS (1X4 ON 2X10) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10a

FASCIAS (1X4 ON 2X10) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

BEAMS (WOOD PAINTED) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10b

BEAMS (WOOD PAINTED) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

11a

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

11b

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

BRICK VENEER - MUTUAL USED BY MUTUAL MATERIALS CO.

SOFFIT (VINYL PERFORATED) - HARVARD SLATE BY ROYAL - J TRIM - PEARL GREY BY KAYCAN

WALL SIDING (VINYL SIDING DOUBLE 4") - STORM BY GENTEK

WALL SIDING (VINYL SIDING DOUBLE 4") - DOVER GRAY BY GENTEK WALL PANEL (HARDI PANEL) - WHALE GRAY 2134-40 BY BENJAMIN MOORE

6a 6b 6c 7 8a

FLASHING (PRE-FINISHED ALUMINUM) -CHARCOAL (U.N.O.)

GUTTER & RWL (PRE-FINISHED ALUMINUM) BLACK

FLOWER BOX (WOOD, PAINTED) - JET BLACK 2120-10 BY BENJAMIN MOORE

PRIVACY SCREEN, WOOD FENCING & GATES - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

EXTERIOR WOOD RAILING (WOOD POSTS, PICKETS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE EXTERIOR ALUMINUM GUARDRAILS BLACK

***NOTE: ALL FLASHINGS TO BE CASCADIA METALS

BUILDING 2 ELEVATIONS AND SECTION

A3.02b

3'-101 4"

W14

5'-7"

2'-3"

6'-9"

2'-6"

W10a

7 A5.03

W22

7 A5.03

W14

6:12

4'-4"

3'-10"

SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

ROOF PEAK 38'-11"

4'-63 4"

1'-2"

W14

-6 3'

2'-2"

W22 D-06

3'-8"

6 4'-10"

12'-1012"

3'-11

3'-1"

8" 1'-3" 8"

W21

3'-1"

4'-4"

3'-1"

6' 19'-8"

LIVING

DINING

5'-6"

KITCHEN

11'-4" x 14'-4"

14'-4" x 13'-0"

9'-9" x 13'-0"

7 A5.03

W21

W13

BULKHEAD ABOVE

W21

P W21

11'-8"

2'-5"

5 A5.03

6'-11"

2'-10"

8'-10"

W21

W26

8'-912"

W21

W14

14'-812"

MAIN FLOOR PLAN

Scale: 1/4' = 1'0"

36'-6" [11.13m]

A4.08

SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

4'-7"

11'

W27

SIM

CRAWL SPACE / MECH.

1'-2" 3'-11

11'-6"

14'

W14

4'-4"

UP 8R

1'-012"

W21

6'-912"

W10a

24'

W21

2'-6"

W24

2'-6"

W21

45° 1'

DN 7R

W21

UP 17R

W21 W21 W21

W14

1' -9 1

3'-7"

W21 W21

W10

-9 "

W22 W21

W14

4'-4"

W25

D-03b

4'-3"

W25

REG CAR NO VARIANCE

W14

15'-012"

4'-11"

W22

CLOSET

2,215

205.76

BATH

W27

3'-3"

5'-6" x 6'-0"

GROUND FLOOR PLAN

Scale: 1/4' = 1'0"

9'-10"

REG. CAR

19'-8"

19'-10" X 18'-10" 2 WASTE COLLECTOR CARS (1'7"X 1'10")

SLOPE

WALL HUNG BIKE RACK (6'X2')

5 A5.05

UNIT B

A4.01

16'-43 4" [5.00m]

W25 W26

10'-012"

6'-312"

43.25

GARAGE

W22

4'-7"

- AREA TOTAL (GROSS) =

466

24'-0" [7.32m]

W25

D-05

- GARAGE

8'-612" [2.60m]

3'-4"

D-15

ELEC. BOX

2'-1"

3 A5.01

19'-014" [5.80m]

9'-10"

162.51

W12

D-02

BAY ABOVE

SMALL CAR

1,749

D-06

W25

69.58

ENTRY

1'-11"

68.46

STUDY

8'-11" x 13'-10"

DATA BOX

8'-212" [2.50m]

- AREA TOTAL (NET) =

24.48

749

W22

2'-7"

- UPPER FLOOR

737

S.M.

1'-5"

- MAIN FLOOR

263

W27

WINDOW WELL

- GROUND FLOOR

S.F.

3'-2"

- UNIT B AREAS

3'-2"

W21

UP 7R 5'-5"

8'-512"

D-04a

5'-8"

10'-11" 17 @ 7.705" 16 @ 10"

4'-6"

SECOND FLOOR TO THIRD FLOOR: RISERS: TREADS:

15'-2"

8'-11" 14 @ 7.645" 13 @ 10"

5'-3" x 4'-7" W22

-6

4'-9"

D-11a

DEN

19'-8" [5.99m]

GROUND FLOOR TO LIVING ROOM FLOOR: RISERS: TREADS:

W13

WINDOW WELL BELOW

STAIR CALCULATION:

5'-1" x 4'-5"

7 A5.03

D-05a

D-19

6'-4"

Scale: 1/4' = 1'0"

PWDR

15'-2"

19'-8" [5.99m]

2'-6"

4'-712"

2'-3" 1'-512" W21

5'-3"

W13

UNIT SECTION

3'-10"

1'-2"

5'-9"

3'-31

5'-2"

DN 7R

4 A5.03

BAY ABOVE

W14

1'-1"

W24

W22

3'-112" D-01

2'-3"

0'-0"

t/o concrete

6 A5.03

DN 7R

4'-7"

ENTRY BELOW SIM W13

4'-3"

4'-6"

GROUND FLOOR

F1a

W13

W27

2 A5.03

3'-9"

GUARD @ 42" HIGH 7'-6"

2.5% slope

PATIO

6'-6"

W13

8'-0" x 17'-4"

14 A5.05

W13

4 A5.03

36'-6" [11.13m]

A4.08

3'-9"

1'-2"

SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

2'-2"

6 A5.03

9'-10"

8'-11"

GARAGE

12'-612"

2'-9"

2'-2"

4'-4"

ENTRY

8'-4"

9'-11"

t/o subfloor

STUDY

W14

Scale: 1/4' = 1'0"

F4 MAIN FLOOR

7 A5.03

UPPER FLOOR PLAN

10'-114"

3' F2

12'-2" X 9'-3"

W26

1'-6"

9 A5.04

W22

BEDROOM

D-15

1'-31

LIVING

DINING

KITCHEN

5' W24

10'-11"

3 A5.04

W24

8'-4" X 7'-9"

12'-1" X 12'-0"

W14

6 A5.04

W22

CRV HATCH

ENSUITE

D-05

CLOSET

t/o subfloor

6:12

W22

MASTER BEDROOM

UPPER FLOOR 19'-10"

11'-5"

4'-5"

W22

2'-6"

3'-1"

4' F2

W24

W22

ATTIC HATCH 1'-612"

12'-11"

2'-4"

W14

38'-11"

MIN. GUARD

W24

W22

8'-8" X 9'-3"

2 A5.04

D-06

6'-012"

BEDROOM

D-06

BEDROOM

3'-23 4"

9 A5.04

HALL

4'-83 4"

D-17

W22

19'-8"

MASTER BEDROOM

8'-1"

6 A5.04

2'-012"

W22

6'-11"

W14

2' 2'

D-11

1' -9 1

D-11

W3a

3'-5"

7 A5.03

t/o plate

45°

3'-1"

TOP OF WALL 27'-11"

3'-1"

W14

1' -9 "

W22

1'-612"

W22

3'-1"

2'-4"

DN 17R CLOSET

2'-6"

D-10

D-05

CLOSET

1'-612" 2'-112"

CLOSET

5'-1" X 8'-4"

4'-3"

6:12

4'-6"

W14

W24

11'

BATH

1'-1"

24'-0" [7.32m]

9'-10"

36'-6" [11.13m]

19'-8"

A4.08

5'-8"

W22

W26

BULKHEAD ABOVE 20'-512"

W14

36'-6" [11.13m] 12'-1012"

1'-6"

8'-4"

12'-612"

2'-9"

W26

3'-1" 3'-112"

6'-11" 12'-11" 3' W3

-9 "

W14

3 A5.04

2 A5.04

5'-81 4"

LIVING

DINING

KITCHEN

UPPER FLOOR PLAN

F4 ROOLF NIAM

11 A5.06

W14

4'-43 4" W14

W6a

2'-3"

2'-714" 11'-6"

1'-9"

2'-312"

2'-714"

CLERESTORY W6 W6 ABOVE

Scale: 1/4' = 1'0"

9'-412"

3'-11" 14'

A4.08

11'

13 A5.06

W22 W27

4'-4"

7 A5.03

6:12

"11-'01

6 A5.04

4'-7"

W14 SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

5'-8" 1'-1"

-9 1

"219-'73

21 6

19'-8" 24'-0" [7.32m]

3' 2'-6" 8"

45°

W24

5'-1" X 8'-4"

D-10

W14

2'-2"

CLOSET

4'-3"

BATH

W22

W3a

4'-9"

W22 D-05

4'-6"

3'-512"

2'-112" 1'-612"

3'-1"

2'-4"

D-06

DN 17R 6:12

MIN. 3' GUARD

HALL

9 A5.04

8'-8" X 9'-3"

1'-612" 1'-612"

CLOSET

3'-23 4"

BEDROOM

W22

9 A5.04

"11-'8

W14

CLOSET

W14

3'-23 4"

2'-012" 1'-6"

W22

D-11

W22

D-17

-6

"1-'8

7 A5.03

W24

D-06

MASTER BEDROOM

BEDROOM

"01-'91 ROOLF REPPU roolfbus o/t

2'-4"

D-11

6:12

W22

ATTIC HATCH D-06

W22

2' 2'

3'-1"

W14

BEDROOM

12'-2" X 9'-3 1/2"

3'-1"

4' 8' 19'-8"

6'-012"

2'-4"

etalp o/t

6 A5.04

W22

"11-'72 LLAW FO POT

7 A5.03

W24

W14

D-15

CRV HATCH

3'-8"

"2101-'9

12'-1" X 12'-0"

W14

W24

8'-4" X 7'-9"

D-05

CLOSET

ENSUITE

MASTER BEDROOM

W22

4'-5"

4'-10"

W24

2'-6"

W14

"2/1 9-'73 KAEP FOOR

36'-6" [11.13m]

11'-8"

roolfbus o/t

8'-912"

14'-812"

P W21

BULKHEAD ABOVE

W21

2'-10"

W13

W21

14'-4" x 13'-0" 6' W14

3'-112"

8" 4 A5.03

3'-1"

W13 W13

1'-2"

D-01

2'-1012"

4'-112"

11'

MAIN FLOOR PLAN

ENTRY

2'-1012"

2'-6"

1012"

2'-6"

W10

" -9

1'-1"

1' 2"

-9 1

5'-1" x 4'-5"

4'-9"

45°

5'-3" x 4'-7"

PWDR

D-05a

W14

W2a

W14

D-10

W13

12 A5.06

W13

2'-1012"

1'-3"

2'-714"

4'-4"

4'-7"

8'-0" x 17'-4"

W24

BELOW W13 SIM

W27

SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

1'-111 4" 1'-1114"

DN 7R

PATIO

DEN

10'-11" 17 @ 7.705" 16 @ 10"

W22

D-11a

4'-1"

W10a

11 A5.06

2'-714"

2'-312"

11'-6"

14' A4.08

Scale: 1/4' = 1'0"

36'-6" [11.13m] 10'-012"

3'-3"

20'-512"

- AREA TOTAL (GROSS) =

3'-4"

ENTRY

D-02

W25

W27

UP 7R W25

W21 W21

3'-412"

4'-11"

2,215 205.76

SEE BUILDING PLANS/SLAB PLANS FOR CHIMNEY LOCATIONS

CRAWL SPACE / MECH

19'-8" W14

14' A4.08

GROUND FLOOR PLAN

Scale: 1/4' = 1'0"

W31 W27

SIM

11'

D-03b

W24

1'-2" W27

UNIT B(m)

BAY ABOVE

11'-8"

W25

3'-112"

24'-0" [7.32m]

9'-10"

SMALL CAR

5 A5.05

REG CAR NO VARIANCE

43.25

DATA BOX

5'-5"

W22

19'-10" X 18'-10" SLOPE 19'-01 4" [5.80m]

1,749 162.52 466

8'-212" [2.50m]

6'-312" 2'

5'-11"

WINDOW WELL

3'-2" 3'-2"

3 A5.01

D-06

4'-7"

- GARAGE

ELEC. BOX

GARAGE

4'-4"

69.58

D-15

W12

9'-10"

749

2 WASTE COLLECTOR CARS (1'7"X 1'10")

8'-612" [2.60m]

- UPPER FLOOR

W25

11 3/4" [0.30m]

68.46

CLOSET

8'-512"

737

- AREA TOTAL (NET) =

15'-2"

24.48

- MAIN FLOOR

W22

4'-3"

263

8'-11" x 13'-10"

S.M. 3'-2"

- GROUND FLOOR

S.F.

5'-6" x 6'-0"

D-04a

W22

4'-6"

19'-8" [5.99m]

STUDY

WALL HUNG BIKE RACK (6'X2')

2'-1"

5'-8"

BATH

D-05

- UNIT B(m) AREAS

16'-43 4" [5.00m]

W25

4'-7"

W27

W14

BULKHEAD ABOVE

W22

REG. CAR

W26

SECOND FLOOR TO THIRD FLOOR: RISERS: TREADS:

W22

1'-512"

4'-6"

4'-3"

W21

1'-012"

2'-612"

W22

W21

W24

W21

3'-1"

W21

3'-512"

W21

5'-9"

W21

W13 D-19

W21

3'-7"

W21

DN 7R

UP 17R

Scale: 1/4' = 1'0"

8'-11" 14 @ 7.645" 13 @ 10"

6'-912"

1 2

W13

8" 1'-3" 8"

-6

2 A5.03

3'-1"

9'-9" x 13'-0"

3'-312"

5 A5.03

UNIT SECTION

LIVING

19'-8" 24'-0" [7.32m]

11'-4" x 14'-4"

DINING

5'-6"

KITCHEN

6'-4"

19'-8" [5.99m]

WINDOW WELL BELOW

2.5% slope

GROUND FLOOR TO LIVING ROOM FLOOR: RISERS: TREADS:

7 A5.03

BULKHEAD ABOVE

8'-10" F1a

STAIR CALCULATION:

W14

20'-512"

15'-2"

ROOLF DNUORG etercnoc o/t

W26

W21

6'-11"

BAY ABOVE

W21

"11-'8

STUDY

W21

14 A5.05 "0-'0

ENTRY

GARAGE

2'-5"

11'-6"

A4.02

41'-0" [12.50m]

ROOF PEAK 38'-11"

12 6

4'-612"

12'-212"

1'-4"

5'-312"

6'-11"

2'-312"

9'-9"

9'-312"

2'-2"

KITCHEN

8'-514"

3'-1"

D-08

5 A5.03

W26 W12

F4 MAIN FLOOR

9'-11"

t/o subfloor

41'-0" [12.50m]

1'-4" W26

BULKHEAD ABOVE

W12 W14

W21

W14 7 A5.03

6'-9"

KITCHEN

0'-0"

t/o concrete

DINING

PATIO

LIVING

12'-4" x 11'-0"

13'-6" x 14'-4"

13'-3" x 14'-4"

DW W14

2'-4"

D-05a

8'-11" 14 @ 7.625" 12 @ 10"

PWDR

W24

BULKHEAD ABOVE

W12

6:12 W2a

5'-312"

4'-212"

2'-312"

W26

12'-103 4"

3'-1"

13'-212"

10'-11" 17 @ 7.687" 15 @ 10"

MAIN FLOOR PLAN

Scale: 1/4' = 1'0"

41'-0" [12.50m]

W12

W26

19'-014" [5.80m]

BAY ABOVE

- AREA TOTAL (NET) = - GARAGE - AREA TOTAL (GROSS) =

626

58.13

1,329

123.40

263

24.45

1,592

147.85

D-03

W27

W26

9'-03 4"

W25

1 -

15'-0" [4.57m]

10'-91 2"

4'-51

UNIT D(b)

D-02

W21

MECH. / STOR.

2 WASTE COLLECTOR CARS (1'7"X 1'10")

W12

W25 W21

REG. CAR

9'-111

BULKHEAD ABOVE

A5.01

OPTIONAL STORAGE ELEC. BOX

W25

ENTRY

2 A5.03

D-01

58.13

WALL HUNG BIKE RACK (6'X2')

W25

4'-21

626

7.15

7'-103 4"

DATA BOX 3

4'-1012"

1'-11"

11'-9"

5'-812"

9'-312"

3'-8"

GROUND FLOOR PLAN Scale: 1/4' = 1'0"

12'-914"

- UPPER FLOOR

- MAIN FLOOR

S.M.

2'-01

- GROUND FLOOR

S.F.

UP 14R

5 A5.05

D-04

10"

- UNIT D(b) AREAS

8'-612" [2.60m]

GARAGE

40'-0" X 10'-9" SLOPE

LINE OF GARAGE FSR

5'-4"

W27

3'-612"

SECOND FLOOR TO THIRD FLOOR: RISERS: TREADS:

D-08a

4'-10" x 3'-1"

5 A5.03

W22

INTERLOCK ABOVE

STAIR CALCULATION:

2'-6" 3'-4"

Scale: 1/4' = 1'0"

W22

2'-33 4"

W22

1'-8"

3'-1"

BAY ABOVE

3'-1"

UP 17R

5 A5.03

8'-83

DN 14R

W12

1'-612" 1'-10"

UNIT SECTION

3'-012"

W14

6'-6"

13'-212"

4' 15'-0" [4.57m]

1 A5.03

12'-11"

1'-4"

BULKHEAD ABOVE

W12

6'-2"

W21

1'-2"

8'-11"

6 A5.05

W21

GROUND FLOOR

F1a

GROUND FLOOR TO LIVING ROOM FLOOR: RISERS: TREADS:

18'-4 1/2" [5.60m]

9'-3"

4 A5.02

GARAGE

Scale: 1/4' = 1'0"

12'-1012"

5'-4"

UPPER FLOOR PLAN

PATIO

8'-7" X 8'-8"

1 8" 2'-3 2"

3'-1"

W3a

BEDROOM

W22

4'-514"

W/D

W12

2'-512"

3'-1"

4'-10"

8'-1"

D-06

t/o subfloor

1 A5.06

ENTRY

W22

UPPER FLOOR 19'-10"

12'-212"

W12

8'-012"

1'-10"

D-15

LINEN 1'-3 3/4" A.F.F.

43 4" 8'-8"

9" MIN. GUARD

DINING 3'

1 A5.02

LIVING

4'-412"

1'-4"

2'-6"

MIN. GUARD

9 A5.04

43 4"

6 A5.04

HALL

W22

3'-5"

2'-13 4"

5 A5.03

CLOSET

6:12 W8

D-06

W22

DN 17R

7'-11"

9 A5.04

9'-2" X 8'-8"

W22

38'-11"

D-06

W12

BEDROOM

5'-0" X 7'-7"

W24

CLOSET

10'-11"

BEDROOM MIN. GUARD

5 A5.04

MASTER BEDROOM

W24

W22

BATH

ATTIC HATCH

3'-1"

W12 W14

6 A5.04

6'-7" X 7'-7" CRV HATCH

W22

D-05

ALLOW 12" FOR SWITCHES

D-11

ENSUITE

D-11

1'-612" 1'-10"

2'-312"

7 A5.03

W14

2 A5.04

W24

1'-612" 1'-10"

t/o plate

15'-0" [4.57m]

D-05

12'-8" X 10'-11"

TOP OF WALL 27'-11"

W24

MASTER BEDROOM

11'

W14

D-11

W26

2'-5"

CLOSET

W24

CLOSET

W12

W14

2x6 PLUMBING WALL

2'-312"

2'-2"

A4.04

GRID

GRID 1' MAX. TYPE-X GWB TO RUN CONTINUOUS TO U/S OF ROOF DECK, AND MUST NOT BE INTERUPPTED BY FRAMING MEMBERS

ROOF TRUSS W/ 1-HR. FIRE SEPARATION, USE 5/8" TYPE "X" GWB. ATTIC

W30 W31

ATTIC

CARRY PLYWOOD SUBFLOOR THRU PARTY WALL

ATTIC

FOR TYPICAL ASSEMBLIES SEE ASSEMBLY SHEET REFER TO STRUCTRUAL DWGS. FOR LOCTIONS OF SHEAR WALLS.

ACOUSTICAL SEALANT BOTH SIDES AROUND PERIMETER

U/S TRUSS

STEPPED PARTY WALL @ ATTIC / CEILING

SECTION - DUCT IN JOIST SPACE

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

ACOUSTIC SEALANT ON BOTH SIDES ON TOP AND BOTTOM OF STUD WALL AND BETWEEN BOTTOM OF GWB AND FLOOR PLATE (TYPICAL)

UPPER FLOOR

METAL FIRESTOP FOR TYPICAL ASSEMBLIES SEE ASSEMBLY SHEET

2x10 RIM JOIST C/W 2x10 BLOCKING BTWN JOISTS

REFER TO STRUCTRUAL DWGS. FOR LOCTIONS OF SHEAR WALLS.

PLAN - VENT @ JOIST SPACE

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

UNIT

UNIT CONTINUOUS ACOUSTIC SEALANT ON BOTH SIDES ON BOTTOM OF STUD WALL (TYPICAL)

INSTALL 2 LAYERS 5/8" TYPE "X" G.W.B. ON TOP AND BOTTOM (BOTTOM C/W RESILIENT CHANNEL AS SHOWN) OF INTERLOCK CAVITITIES (PER ULC DESIGN No. M503)

2 LAYER OF 5/8" TYPE X GWB AS SHOWN

METAL FIRESTOP

PROVIDE MIN. 5% SLOPE FOR MIN 3'-0" FROM SHEATHING (TYPICAL)

2x10 RIM JOIST C/W 2x10 BLOCKING BTWN JOISTS

FOR TYPICAL ASSEMBLIES SEE ASSEMBLY SHEET

UPPER LEVEL SOLID BLOCKING BETWEEN FLOOR JOISTS

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY

PAINTED GALV. METAL VENT CAP (OR APPROVED EQUAL) C/W BACKDRAFT DAMPER & DIVIDERS BETWEEN MULTIPLE DUCTS

MAIN FLOOR ENTRY

FLOOR SYSTEM

2 PLY 2x10 RIM JOIST

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY BEAM REFER TO STRUCTURAL DRAWINGS

ACCOUSTICAL BATT INSULATION

UNIT

SEAL VENT CAP TO DUCTS 1/2" G.W.B. @ BULKHEAD

REFER TO STRUCTRUAL DWGS. FOR LOCTIONS OF SHEAR WALLS.

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

CARRY PLYWOOD SUBFLOOR THRU PARTY WALL

ACOUSTIC SEALANT ON BOTH SIDES ON TOP AND BOTTOM OF STUD WALL AND BETWEEN BOTTOM OF GWB AND FLOOR PLATE (TYPICAL)

FLOOR SHEATHING TO RUN THROUGH

FOR TYPICAL ASSEMBLIES SEE ASSEMBLY SHEET

Scale: 1" = 1' - 0"

MAIN FLOOR

GARAGE

SECTION - OVERLAPPING FLOOR

STEPPED PARTY WALL @ UPPER FLOOR

ACOUSTIC SEALANT ON BOTH SIDES ON TOP AND BOTTOM OF STUD WALL (TYPICAL) MAIN FLOOR

INSULATED JOIST SPACE

W26a W26

Scale: 1" = 1' - 0"

UNIT

MAIN FLOOR

REFER TO STRUCTRUAL DWGS. FOR LOCTIONS OF SHEAR WALLS.

PARTY WALL @ UPPER FLOOR

ACCOUSTICAL BATT INSULATION

W26

SELF ADHERED MENBRANE OVER DUCT FLANGE

FOR TYPICAL ASSEMBLIES SEE ASSEMBLY SHEET

1/2" G.W.B. @ BULKHEAD

PAINTED GALV. METAL VENT CAP (OR APPROVED EQUAL) C/W BACKDRAFT DAMPER & DIVIDERS BETWEEN MULTIPLES DUCTS

UPPER FLOOR MAIN FLOOR

GARAGE

BEAM REFER TO STRUCTURAL DRAWINGS

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY

RATED ASSEMBLY, 1 HR. FRR. REQUIRED.

OPTIONAL BULKHEAD, AS PER MOSAIC

MAIN FLOOR

FLOOR JOIST PERPENDICULAR TO BEAM, REFER TO STRUC. DWGS. FILLED JOIST SPACE WITH SOUND ABSORPTIVE BATT INSULATION TO BE HELD UNDER SIDE OF GWB.

UPPER FLOOR

5/8" TYPE 'X' GWB AT BOTH SIDE OF BEAM AS SHOWN

HARDI/VYNIL SIDING ON 1/2" P.T. STRAPPING TO FORM RAIN SCREEN SYSTEM WITH INSECT SCREEN TOP AND BOTTOM (TYPICAL)

FLOOR SHEATHING TO RUN THROUGH 2 PLY 2x10 RIM JOIST

2 LAYER OF 5/8" TYPE X GWB AS SHOWN

Scale: 1" = 1' - 0"

ACOUSTIC SEALANT ON BOTH SIDES ON TOP AND BOTTOM OF STUD WALL (TYPICAL)

MAIN FLOOR

UPPER LEVEL SOLID BLOCKING BETWEEN FLOOR JOISTS

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY

Scale: 1" = 1' - 0"

UPPER FLOOR

W26 W26a

PARTY WALL @ ATTIC / CEILING

INSTALL 2 LAYERS 5/8" TYPE "X" G.W.B. ON TOP AND BOTTOM (BOTTOM C/W RESILIENT CHANNEL AS SHOWN) OF INTERLOCK CAVITITIES (PER ULC DESIGN No. M503)

CONTINUOUS ACOUSTIC SEALANT ON BOTH SIDES ON BOTTOM OF STUD WALL (TYPICAL)

METAL FIRESTOP

METAL FIRESTOP C/W POLY PRESTRIP

UNIT W26

CUT FASCIA BOARD IN FRONT 2" SHORT, PRIME AND PAINT END CUT

U/S TRUSS

UNIT

W30 W31

MIN. 1" CLEARANCE ALL SIDES

ATTIC

RANGE/DRYER/ BATHROOM FAN DUCT

1' MAX.

REFER TO STRUCTRUAL DWGS. FOR LOCTIONS OF SHEAR WALLS.

PREFINISHED METAL SILL FLASHING TYVEK BLDG WRAP OR E.Q.

PARTY WALL @ MAIN FLOOR

STEPPED PARTY WALL @ MAIN FLOOR

Scale: 1" = 1' - 0"

VENT PENETRETION @ JOIST SPACE

GARAGE

ENTRY

SILL PLATE OVER SILL GASKET (TYP.)

W26 W26a

BREAKER BOND/ NON-SHRINKABLE GROUT

NOTE: ALL PENETRATION DETAILS TO RCABC STANDARDS

BREAKER BOND/ NON-SHRINKABLE GROUT @ SLAB EDGE TYP.

3" MIN

SECTION - OVERLAPPING FLOOR w/ DUCT BULKHEAD

GARAGE

SILL PLATE OVER SILL GASKET (TYP.)

FINISHED FLOOR C.I.P. CONCRETE SLAB ON 6mil POLY VAPOUR BARRIER COMPACTED GRAVEL

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

INTEGRAL DECK FLANGE TO EXTEND 1'-0" MIN. ABOVE ROOF ASSEMBLY LEAD CAP FLASHING SEE MECH. VENT PIPE - REFER TO MECH.

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

UNIT

UNIT W26

PROTECTION CUP

CONTINUOUS ACOUSTIC SEALANT ON BOTH SIDES ON BOTTOM OF STUD WALL (TYPICAL)

8" CARRY PLYWOOD SUBFLOOR THRU PARTY WALL F4

2" RIGID INSULATION MIN 500mm VERTICAL, TAPED @ JOINTS OVER DRAIN MAT OVER 2 LAYERS BITUMOUS MATERIAL PROVIDE 1"Ã&#x2DC; WEEP HOLES @ 2'-0" O.C. TYP.

PARTY WALL @ TYPICAL FOUNDATION

WALL TYPE MAY VARY FROM THAT SHOWN, ALL OTHER CONDITIONS TO BE SIMILAR

5/8" TYPE "X" GWB TO WRAP ALL 4 SIDES (TOP, BOTTOM, 2 SIDES) C/W 2.5" ISO BOARD BEHIND (SEALED ALL 4 SIDES)

RECESSED ELEMENT

PROVIDE ADDITIONAL FRAMING AND BLOCKING SUPPORTS TO SUIT @ 24" O.C. MAX. ALL PENETRATIONS THROUGH COMPARTMENT TO BE FIRE CAULKED NOTE: DETAIL APPLIES TO ALL SERVICE BOXES, INCLUDING ELECTRICAL PANELS

NOTE: REFER TO STRUCTURAL FOR LOCATIONS OF SHEAR WALL LOCATIONS AND REQUIREMENTS.

STEPPED PARTY WALL @ FOUNDATION

Scale: 1" = 1' - 0"

2 LAYER OF 5/8" TYPE X GWB AS SHOWN

FIRE STOP

FLOOR JOIST PERPENDICULAR TO BEAM, REFER TO STRUC. DWGS. FILLED JOIST SPACE WITH SOUND ABSORPTIVE BATT INSULATION TO BE HELD UNDER SIDE OF GWB.

Scale: 1" = 1' - 0"

RECESSED ELECTRICAL BOX OUTLET.

WALL TYPE MAY VARY FROM THAT SHOWN, ALL OTHER CONDITIONS TO BE SIMILAR

SECTION -TYP. VENT STACK

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

1" AIRSPACE

5/8" TYPE 'X' GWB AT BOTH SIDE OF BEAM AS SHOWN BEAM REFER TO STRUCTURAL DRAWINGS

NOTE: THIS DETAIL APPLIES TO BACK-TO-BACK ELECTRICAL BOX OUTLETS IN DEMISING WALLS.

PREFIN. METAL FLASHING C/W END DAM ON WOOD SPIGGOT FACE PLATE C/W BEVELLED TOP EDGE, PAINTED AND PRIMED ALL 4 SIDES COLOUR TO MATCH ADJACENT SIDING

5/8" TYP. 'X' GWB 18" EA. SIDE OF BOX AND 18" OVER, PROVIDE ADDITIONAL FRAMING AND BLOCKING SUPPORTS TO SUIT @ 24" O.C. MAX.

ELEC. PANEL IN GARAGE

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

PLAN - BOX IN PARTY WALL Scale: 1 1/2" = 1' - 0"

5 -

SECTION - HOSE BIB Scale: 1 1/2" = 1' - 0"

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY ACCOUSTICAL BATT INSULATION

GARAGE

TYPICAL TOWNHOME DETAILS

W26 REQUIRED FIRE SEPARATION WITH A FIRE RESISTANCE RATING OF 1 HOUR BASED ON B.C.B.C. (2012) APPENDIX "A" TABLE A-9.10.3.1.B, FLOOR ASSEMBLY TYPE F9d, 1 HR. F.R.R., STC 55.

RATED ASSEMBLY, 1 HR. FRR. REQUIRED.

GARAGE

EPDM SHEET TO SEAL PIPE

TYPICAL PARTY WALL ASSEMBLY

MAIN LEVEL SOLID BLOCKING BETWEEN FLOOR JOISTS

MINERAL WOOL FIRE BLOCKING INSULATION @ CAVITY

PERIMETER DRAIN C/W DRAIN ROCK AND FILTER FABRIC (TYPICAL) REFER TO MECH./PLUMBING DWGS.

FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS

VARIES

FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS

SECTION - OVERLAPPING FLOOR @ GARAGE Scale: 1 1/2" = 1' - 0"

A5.01

CANOPY/OVERHANG/DECK ABOVE

FLOOR JOIST

VINYL LAP SIDING ON P.T. RAINSCREEN STRAPPING TYVEK HOMEWRAP OR EQUIVALENT VAPOUR BARRIER

SELF ADHERED MEMBRANE LAPPED OVER FLASHING

VAPOUR BARRIER

MAX. GAP FOR DRAINAGE

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

SELF ADHERED MEMBRANE LAPPED OVER FLASHING

WINDOW HEADER

2X6 WOOD TRIM, PAINTED ALL FOUR SIDES, ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND TYVEK

VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS.

SECTION - PATIO SLIDING DOOR HEAD

Scale: 3" = 1' - 0"

SEALANT w/ BACKER ROD BETWEEN DOOR FRAME, YVEK BLDG WRAP OR E.Q. STARTER STRIP PAINTED WOOD FRAME

FIBREGLASS DOOR

SECTION - EXTERIOR DOOR HEAD BELOW DECK Scale: 3" = 1' - 0" (UNITS - E/E(e)/E(e-m))

SAM WRAPPED DOWN OVER W.P. MEMBRANE (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M. F4

2x WOOD TRIM, PAINTED FOUR SIDES

EXTEND TRAFFIC MEMBRANE INTO DOOR OPENING (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE PREFIN. METAL FLASHING FULL WIDTH OF ENTRANCE RECESS

FIBREGLASS DOOR

VARIES (min. 2") (Refer to Landscape)

PAINTED WOOD FRAME

SECTION - EXTERIOR DOOR HEAD @ MAIN ENTRY Scale: 3" = 1' - 0" (UNITS - E/E(e)/E(e-m))

WOOD AND ALUM. THRESHOLD SET ON 18" HARD PLASTIC SHIMS

POLYURETHANE CAULK F4

1/4 WOOD TRIM, PAINTED ALL FOUR SIDES, C/W BEVELLED TOP EDGE

FIBREGLASS DOOR

VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE.)

POLYURETHANE CAULK BETWEEN S.A.M. AND WINDOW FRAME

CLAULK SEAM BETWEEN TRIM AND PANEL SELF ADHERED MEMBRANE LAPPED OVER FLASHING

PAINTED WOOD TRIM

GWB RETURN BEYOND

WINDOW HEADER

PAINTED WOOD TRIM

SEAL CORNERS OF WOOD FRAMING, TYP.

TYVEK BLDG WRAP OR E.Q. STARTER STRIP

2X4 WOOD TRIM, PAINTED ALL FOUR SIDES,

SEALANT BETWEEN FRAME AND TRIM

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME, yYVEK BLDG WRAP OR E.Q. STARTER STRIP

FIBRE-CEMENT PANEL ON 3/8 P.T. RAINSCREEN STRAPPING

TYVEK BLDG WRAP OR E.Q. STARTER STRIP

CAST IN PLACE CONCRETE STOOP c/w BROOM FINISH

2x WOOD TRIM, PAINTED FOUR SIDES CAST IN PLACE CONCRETE STOOP c/w BROOM FINISH

WOOD AND ALUM. THRESHOLD SET ON 18" HARD PLASTIC SHIMS TRAFFIC MEMBRANE

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M.

DECK JOIST (REFER TO STRUCTURAL)

2" MIN.

1X2 WOOD TRIM, PAINTED ALL FOUR SIDES

FIBRE-CEMENT PANEL ON 3/8 P.T. RAINSCREEN STRAPPING

TYVEK BLDG WRAP OR E.Q. STARTER STRIP WINDOW HEADER

PAINTED HARDIE PANEL SOFFIT C/W VENT STRIPS

TYVEK HOMEWRAP OR EQUIVALENT

3/8" MAX.

VAPOUR BARRIER

DRAIN MAT W.P. MEMBRANE CONC. STRUCTURE DRAIN MAT W.P. MEMBRANE CONC. STRUCTURE UNHEATED SPACE BELOW

UNHEATED SPACE BELOW

1" MIN.

SEAL JOINTS IN PLYWOOD (V.B.) ACOUSTIC SEALANT

TYVEK PRESTRIPPING LAPPED OVER TYVEK HOMEWRAP OR EQ.

UNHEATED GARAGE BELOW

SECTION - PATIO SLIDING DOOR SILL (UNITS - D(a)/D(b))

Scale: 3" = 1' - 0"

SECTION - ENTRY DOOR SILL (UNITS - E/E(e))

SECTION - DECK DOOR SILL Scale: 3" = 1' - 0" (UNITS - D(a-m)/D(b-m))

Scale: 3" = 1' - 0"

FIBREGLASS DOOR

SAM WRAPPED DOWN OVER W.P. MEMBRANE (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE PREFIN. METAL FLASHING FULL WIDTH OF ENTRANCE RECESS

R-5 RIGID INSULATION AS THERMAL BREAK

RIGID INSULATION c/w SPRAY FOAMED EDGES /JOINTS

VARIES (min. 2") (Refer to Landscape)

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M. F4

WOOD AND ALUM. THRESHOLD SET ON 1 8" HARD PLASTIC SHIMS

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M.

SAM WRAPPED DOWN OVER W.P. MEMBRANE (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE

WOOD AND ALUM. THRESHOLD SET ON 18" HARD PLASTIC SHIMS

2x WOOD TRIM, PAINTED FOUR SIDES CAST IN PLACE CONCRETE STOOP c/w BROOM FINISH

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M. VAPOUR BARRIER F4

VARIES (min. 2") (Refer to Landscape)

TRAFFIC MEMBRANE DECK JOIST (REFER TO STRUCTURAL)

ACOUSTIC SEALANT CAST IN PLACE CONCRETE STOOP c/w BROOM FINISH

TYPICAL TOWNHOME DETAILS

HEATED SPACE BELOW

SECTION - EXTERIOR DOOR SILL (UNITS - D(a)/D(b)/E/E(e)/E(e-m)) Scale: 3" = 1' - 0"

PREFIN. METAL FLASHING FULL WIDTH OF ENTRANCE RECESS

RIGID INSULATION c/w SPRAY FOAMED EDGES /JOINTS

ACOUSTIC SEALANT

SAM WRAPPED DOWN OVER W.P. MEMBRANE (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE

WOOD AND ALUM. THRESHOLD SET ON 18" HARD PLASTIC SHIMS

2" MIN.

FIBREGLASS DOOR

8 -

SECTION - PATIO/ENTRY DOOR SILL Scale: 3" = 1' - 0" (UNITS - B/B(m)/D(a-m)/D(b-m))

DRAIN MAT W.P. MEMBRANE CONC. STRUCTURE

HEATED SPACE BELOW

9 -

1" MIN.

TYVEK PRE STRIP LAPPED OVER TYVEK HOMEWRAP OR EQ. BELOW

SECTION - DECK DOOR SILL Scale: 3" = 1' - 0" (UNITS - E/E(e)/E(e-m))

A5.02

2" 2-1/ VENT R . FO MIN

8'-11" T.O. SUB FLOOR

DO NOT VENT EXTERIOR WALL RAINSCREEN CAVITY TO ROOF SPACE -TYP.

NOTE: ATTICS SHALL BE PROVIDED WITH AN UNOBSTRUCTED VENTILATION AREA EQUAL TO OR GREATER THAN 1/300 OF THE INSULATED CEILING AREA AS PER 9.19.1.2 OF THE BCBC 2012. VENTILATION SHALL BE UNIFORM WITH NOT LESS THAN 25% OF THE REQUIRED AREA TO BE AT THE TOP OR BOTTOM OF THE REQUIRED SPACE.

4 VENTING 1x3 PAINTED WOOD TRIM

VENT

2X10 WOOD FASCIA BOARD

LAP MOISTURE BARRIER MIN. 4" OVER PREFINISHED METAL FLASHING.

2X8 WOOD FASCIA BEYOND

2x8 PAINTED WOOD TRIM HEADER (2x6 TRIM @ SIDE) (ALL TRIM TO BE BACK PRIMED BEFORE INSTALLATION)

PERFORATED VINYL SOFFIT c/w J-BEAD AT SOFFIT EDGE

SOLID BLOCKING BETWEEN LOOKOUTS, OMIT EVERY 3rd BLOCK

2x10 PAINTED WOOD FASCIA

ALUMINUM GUTTER BEAM AS PER STRUCTURAL

CONTINUOUS PREMANUFACTURED RIDGE VENT C/W SHINGLE CAP

ELECTRICAL ROOM 1'

PERFORATED VINYL SOFFIT c/w J-BEAD AT SOFFIT EDGE

2x10 PAINTED WOOD FASCIA PERFORATED VINYL SOFFIT c/w J-BEAD AT SOFFIT EDGE

OVERHANG REFER TO ROOF PLANS

BRICK CLADDING AS PER MANUFACTURER'S INSTALLATION REQUIREMENTS

W11a

TYVEK STARTER STRIP

TYP. GABLE END VENTING

TYP. EAVE @ ELEC. ROOM

Scale1-1/2" = 1' - 0"

O.H. REFER TO ROOF PLANS

TYP. GABLE END VENTING BRICK CLADDING

1 1/2"=1'-0" 2x8 PAINTED WOOD TRIM (ALL TRIM TO BE BACK PRIMED BEFORE INSTALLATION)

SOLID BLOCKING BETWEEN LOOKOUTS, OMIT EVERY 3rd BLOCK

1x3 PAINTED WOOD TRIM

ROOF VENT SECTION

1 1/2"=1'-0"

3"=1'-0"

GRID 1

SECTION DETAIL @ GARAGE DOOR HEAD

(UNITS - D(a)/D(b))

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

T.O. UPPER FLOOR

ICE SHIELD MEMBRANE -EXTEND 12" BEYOND INTERIOR FACE OF EXTERIOR WALL.

12 6

EXTEND MEMBRANE 8" UP WALL

2" GAP BETWEEN CLADDING AND TRIM FOR VENTING. DO NOT VENT EXTERIOR WALL CAVITY TO ROOF SPACE -TYP.

(SEE ELEVATIONS FOR HEEL HEIGHT)

8'-11" T.O. SUB FLOOR

2" MIN.

VENT

DECK JOISTS AS PER STRUCTURAL

12 6

8 -

PERFORATED VINYL SOFFIT c/w J-BEAD AT SOFFIT EDGE METAL FLASHING DIVERTER AT ROOF ENDS

WOOD FASCIA 4

EXTEND GABLE FASCIA BOARD AT ROOF END 2X10 WOOD FASCIA BOARD ALUMINUM GUTTER ON 2x8 PAINTED WOOD FASCIA BOARD

1/2" PAPERBACK PLYWOOD ON 1/2" PLYWOOD ON ROOF TRUSS 1/2" PAPER BACK PLYWOOD ON 2x4 WOOD BLOCKING 1x2 WOOD TRIM

SEE ROOF PLANS

MOISTURE BARRIER 11 4 x6 COMPOSITE WOOD STANDOFF C/W S.A.M. BEHIND

5 1/2"

EDGE OF SIDING HARDIE PANEL SOFFIT

VINYL LAP SIDING ON P.T. RAINSCREEN STRAPPING

NOTE: SEE ELEVATIONS FOR HEEL HEIGHT LOCATION

ADDRESS SIGNAGE AS PER MOSAIC

2x10 PAINTED WOOD FASCIA

HARDIE PANEL SOFFIT

2x6 PAINTED WOOD TRIM SLIDING GLASS DOOR

WOOD BRACKET

WOOD TRIM

BRACKET BEYOND

SECTION DETAIL @ ROOF OVERHANG TYP.

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

SECTION DETAIL @ REAR CANOPY

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

(UNIT - D(a))

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

UNIT SIGNAGE @ GARAGE DOOR

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

POWDER ROOM

2" MIN.

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER

8'-11" T.O. SUB FLOOR

714"

WOOD SILL BELOW

DEN

714"

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER

EQ.

STAIR WOOD SILL BELOW

BATHROOM

714"

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER

314"

WOOD SILL BELOW

DECK JOISTS AS PER STRUCTURAL

VINYL NAIL-ON WINDOW

TYVEK STARTER STRIP PERFORATED VINYL SOFFIT TO RUN PERPINDICULAR TO JOISTS

TYVEK OR EQ. SHEATHING MEMBRANE LAP AND SEAL SHEATHING MEMBRANE TO WINDOW FLANGE

2x8 PAINTED WOOD TRIM (ALL TRIM TO BE BACK PRIMED BEFORE INSTALLATION)

REFER TO STRUCTURAL FOR POST SIZING AND DETAILS

2x8 PAINTED WOOD TRIM (ALL TRIM TO BE BACK PRIMED BEFORE INSTALLATION)

10 -

SEAL BACK OF WINDOW FRAME FLANGE TO TYVEK BLDG WRAP OR E.Q.

SECTION DETAIL @ GARAGE DOOR HEAD TYP. Scale: 1 1/2" = 1'-0"

11 -

WOOD TRIM SURROUND BELOW & ABOVE SEALANT w/ BACKER ROD AND FINISHED CAULK ONTO WINDOW FRAME 1x8 WOOD TRIM BOARD ON RAIN SCREEN STRAPPING PRIMED AND PAINTED ALL 4 SIDES.

PLAN - POST BETWEEN WINDOWS Scale: 3" = 1' - 0" UNIT B(m)

TYVEK OR EQ. SHEATHING MEMBRANE LAP AND SEAL SHEATHING MEMBRANE TO WINDOW FLANGE REFER TO STRUCTURAL FOR POST SIZING AND DETAILS SEAL BACK OF WINDOW FRAME FLANGE TO TYVEK BLDG WRAP OR E.Q.

12 -

WOOD TRIM SURROUND BELOW & ABOVE SEALANT w/ BACKER ROD AND FINISHED CAULK ONTO WINDOW FRAME 1x8 WOOD TRIM BOARD ON RAIN SCREEN STRAPPING PRIMED AND PAINTED ALL 4 SIDES.

PLAN - POST BETWEEN WINDOWS UNIT B(m) MAIN FLOOR Scale: 3" = 1' - 0"

TYVEK OR EQ. SHEATHING MEMBRANE LAP AND SEAL SHEATHING MEMBRANE TO WINDOW FLANGE REFER TO STRUCTURAL FOR POST SIZING AND DETAILS SEAL BACK OF WINDOW FRAME FLANGE TO TYVEK BLDG WRAP OR E.Q.

13 -

WOOD TRIM SURROUND BELOW & ABOVE SEALANT w/ BACKER ROD AND FINISHED CAULK ONTO WINDOW FRAME

TYPICAL TOWNHOME DETAILS

1x8 WOOD TRIM BOARD ON RAIN SCREEN STRAPPING PRIMED AND PAINTED ALL 4 SIDES.

PLAN - POST BETWEEN WINDOWS UNIT B(m) UPPER FLOOR Scale: 3" = 1' - 0"

A5.06

GRID

CEMENT BOARD PANEL SIDING C/W BATTENS

OPEN

W14

3'-9" 3'-3"

12 6

ASPHALT SHINGLES

VENT

ALUMINUM GUTTER

2X4 WOOD BLOCKING

2X10 WOOD FASCIA BOARD

1X2 WOOD TRIM SMOOTH FACED FIBRE-CEMENT PANEL

521"

RAISED HEEL TRUSS PLYWOOD SHEATHING GALVANIZED METAL FLASHING WITH DRIP EDGE EXPOSE RAFTER TAIL ALUMINUM GUTTER 2X10 WOOD FASCIA BOARD

1X2 WOOD TRIM 1" WIDE VENT STRIP

2X6 WOOD TRIM

HARDIE PANEL SOFFIT, PAINTED SOFFIT LIGHT

36"

2X6 WOOD TRIM

DOOR BELL ROOF BRACKET ROOF BRACKET

8'-11"

SECOND FLOOR ALUMINUM RWL

t/o subfloor

5' TO CENTER OF DOOR VIEWER

3'-6" TO CENTER OF LATCH

HANDRAIL

2X10 WOOD TRIM

BRICK VENEER

2X2 WOOD TRIM DECK JOIST c/w 2% SLOPE (REFER TO STRUCTURAL)

8'-11"

2X6 PT DECKING

4' TO CENTRE OF DEADBOLT

ENTRY

4' TO CENTER OF DOOR BELL

7' 7'-521"

ENTRY DOOR REFER TO DOOR SCHEDULES

7.64"

10 10

11"

2" X 11" BROOM FINISHED CONCRETE TREAD REINFORCED PER STRUCTURAL

DECK JOIST c/w 2% SLOPE (REFER TO STRUCTURAL) 10"

DRIP FLASHING

CRAWL SPACE/ HWT

UNIT B ENTRY ELEVATION

Scale: 1" = 1' - 0"

STEEL ANGLE AND ANCHOR BOLTS PER STRUCTURAL

GRID

7.64"

4X4 POST

GROUND FLOOR

ENTRY DOOR REFER TO DOOR SCHEDULES

W22

7.64"

W14

t/o concrete

ENTRY DOOR SILL 2x6 WOOD TRIM

GRID

2x10 WOOD TRIM R.W.L.

2X4 WOOD TRIM

ENTRY DETAIL UNIT B

1" 421"

4'-4"

CANOPY ABOVE

3'-9"

W14

4'-4"

0'-0"

CONCRETE STOOP 2% SLOPE (REFER TO STRUCTURAL)

ENTRY UNIT TYPE B

RECESSED LIGHT FIXTURE IN SOFFIT ABOVE, CENTERED ON ENTRY DOOR

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

A5.11

BRACKET ABOVE TYP.

3 -

UNIT B ENTRY SECTION Scale: 1" = 1' - 0"

LINE OF CANOPY ABOVE EXTERIOR EDGE OF CONCRETE STOOP

UNIT B ENTRY PLAN

Scale: 1" = 1' - 0"

1'-112"

ROOF PEAK

39'-5 1/2"

UNIT B ROOF PEAK

38'-4"

TOP OF WALL

27'-11"

11'-612"

BEDROOM

8 A5.08

PRE-MANUFACTURED TRUSS

12 16.5 3'-5" 512"

2'-6"

t/o plate

1'-1"

412"

HALL

8'-1"

BATHROOM

10" 73 4" 91 4"

39'-512" [12.03m]

3'-212" 512"

17'-63 4"

1'-6"

512"

112"

BEDROOM

THIRD FLOOR

19'-10"

t/o subfloor

7'-1"

3 A5.11

W10

CLOSET BEHIND 10'-11"

5 A5.08

DEN

OPEN

12 6

512"

36"

1'-33 4" 41 4"

101 4" 512"

SECOND FLOOR

8'-11"

t/o subfloor

ENTRY

36"

1'-712"

7' 7'-512"

5'-8" [1.73m]

8'-11"

GARAGE

212"

112"

5'-8" [1.73m]

3 A5.02

CRAWL SPACE

WALL SECTION UNIT B - B(m)

H.W.T. BEHIND

GROUND FLOOR

0'-0"

t/o concrete

A6.05 1

WALL SECTION (UNIT B/B(m))

WALL SECTION (UNIT B)

Scale: 1/2" = 1'0"

PARTINGTON CREEK JANUARY 25th, 2019 - ISSUED FOR RZ/DP

ADDRESSES LEGAL ADDRESS Lot A Section 8 Plan EPP38099 and Lot 1 Section 8 Plan EPP38098 and Lot D Section 8 Plan 4166 EXCEPT: Parcel `One' (Explanatory Plan10840) Plan BCP39714 and Lot 1 Section 17 Plan 14948 EXCEPT: Part Subdivided by Plan 30556 SECONDLY: Part Subdivided by Plan 32759 and Lot 9 Section 17 Plan 30556 All of Township 40 NWD

CIVIC ADDRESS 3646-3680 Victoria Drive, Coquitlam, B.C.

PROJECT TEAM ARCHITECT: DEVELOPER: POLYGON DEVELOPMENT 265 LTD. EKISTICS ARCHITECTURE INC.

LANDSCAPE ARCHITECT: PERRY & ASSOCIATES

CIVIL ENGINEER: INTERCAD SERVICES LTD.

900-1333 WEST BROADWAY VANCOUVER, BC, V6H 3H3 T. 604.877.1131

112 EAST BROADWAY VANCOUVER, BC, V5T 1V9 T. 604.738.4118

111A WEST 8TH AVENUE VANCOUVER, BC, V6H 1C5 T. 604.739.7707

1925 MAIN STREET VANCOUVER, BC, V5T 3C1 T. 604.876.5050

DRAWING INDEX A0.00 A0.01 A0.02

Cover Sheet / Drawing Index Project Statistics Context Plan & Photos

A0.04

Window/Door Schedule - Townhome

A1.00 A1.01 A1.02 A1.03 A1.04 A1.05 A1.06

Site Plan - Overall Site Plan - Lot 1 Site Plan - NW Site Plan - NE Site Plan - SW Site Plan - SE Fire Fighting Plan

A1.11 A1.12 A1.13 A1.14

Site Sections Site Sections Site Sections Site Sections

A1.20

Streetscape

A2.01 A2.01a A2.01b A2.02 A2.02a A2.02b A2.03 A2.03a A2.03b A2.04 A2.04a A2.04b A2.05 A2.05a A2.05b A2.06 A2.06a A2.06b A2.07 A2.07a A2.07b A2.08 A2.08a A2.08b A2.09 A2.09a A2.09b A2.10 A2.10a

BLDG # 1 - Building Overlay BLDG # 1 - Building Plans BLDG # 1 - Roof Plan BLDG # 2 - Building Overlay BLDG # 2 - Building Plans BLDG # 2 - Roof Plan BLDG # 3 - Building Overlay BLDG # 3 - Building Plans BLDG # 3 - Roof Plan BLDG # 4 - Building Overlay BLDG # 4 - Building Plans BLDG # 4 - Roof Plan BLDG # 5 - Building Overlay BLDG # 5 - Building Plans BLDG # 5 - Roof Plan BLDG # 6 - Building Overlay BLDG # 6 - Building Plans BLDG # 6 - Roof Plan BLDG # 7 - Building Overlay BLDG # 7 - Building Plans BLDG # 7 - Roof Plan BLDG # 8 - Building Overlay BLDG # 8 - Building Plans BLDG # 8 - Roof Plan BLDG # 9 - Building Overlay BLDG # 9 - Building Plans BLDG # 9 - Roof Plan BLDG # 10 - Building Overlay BLDG # 10 - Building Plans

CIVIL

LANDSCAPE

ARCHITECTURAL A2.10b A2.11 A2.11a A2.11b A2.12 A2.12a A2.12b A2.13 A2.13a A2.13b A2.14 A2.14a A2.14b A2.15 A2.15a A2.15b A2.16 A2.16a A2.16b A2.17 A2.17a A2.17b A2.18 A2.18a A2.18b A2.19 A2.19a A2.19b A2.20 A2.20a A2.20b A2.21 A2.21a A2.21b A2.22 A2.22a A2.22b A2.23 A2.23a A2.23b A2.24 A2.24a A2.24b A2.25 A2.25a A2.25b A2.26 A2.26a A2.26b

BLDG # 10 - Roof Plan BLDG # 11 - Building Overlay BLDG # 11 - Building Plans BLDG # 11 - Roof Plan BLDG # 12 - Building Overlay BLDG # 12 - Building Plans BLDG # 12 - Roof Plan BLDG # 13 - Building Overlay BLDG # 13 - Building Plans BLDG # 13 - Roof Plan BLDG # 14 - Building Overlay BLDG # 14 - Building Plans BLDG # 14 - Roof Plan BLDG # 15 - Building Overlay BLDG # 15 - Building Plans BLDG # 15 - Roof Plan BLDG # 16 - Building Overlay BLDG # 16 - Building Plans BLDG # 16 - Roof Plan BLDG # 17 - Building Overlay BLDG # 17 - Building Plans BLDG # 17 - Roof Plan BLDG # 18 - Building Overlay BLDG # 18 - Building Plans BLDG # 18 - Roof Plan BLDG # 19 - Building Overlay BLDG # 19 - Building Plans BLDG # 19 - Roof Plan BLDG # 20 - Building Overlay BLDG # 20 - Building Plans BLDG # 20 - Roof Plan BLDG # 21 - Building Overlay BLDG # 21 - Building Plans BLDG # 21 - Roof Plan BLDG # 22 - Building Overlay BLDG # 22 - Building Plans BLDG # 22 - Roof Plan BLDG # 23 - Building Overlay BLDG # 23 - Building Plans BLDG # 23 - Roof Plan BLDG # 24 - Building Overlay BLDG # 24 - Building Plans BLDG # 24 - Roof Plan BLDG # 25 - Building Overlay BLDG # 25 - Building Plans BLDG # 25 - Roof Plan BLDG # 26 - Building Overlay BLDG # 26 - Building Plans BLDG # 26 - Roof Plan

A2.27 A2.27a A2.27b A2.28 A2.28a A2.28b A2.29 A2.29a A2.29b A2.30 A2.30a A2.30b A2.31 A2.31a A2.31b A2.32 A2.32a A2.32b A2.33 A2.33a A2.33b A2.34 A2.34a A2.34b A2.35 A2.35a A2.35b A2.36 A2.36a A2.36b A2.37 A2.37a A2.37b A2.38 A2.38a A2.38b A2.39 A2.39a A2.39b

BLDG # 27 - Building Overlay BLDG # 27 - Building Plans BLDG # 27 - Roof Plan BLDG # 28 - Building Overlay BLDG # 28 - Building Plans BLDG # 28 - Roof Plan BLDG # 29 - Building Overlay BLDG # 29 - Building Plans BLDG # 29 - Roof Plan BLDG # 30 - Building Overlay BLDG # 30 - Building Plans BLDG # 30 - Roof Plan BLDG # 31 - Building Overlay BLDG # 31 - Building Plans BLDG # 31 - Roof Plan BLDG # 32 - Building Overlay BLDG # 32 - Building Plans BLDG # 32 - Roof Plan BLDG # 33 - Building Overlay BLDG # 33 - Building Plans BLDG # 33 - Roof Plan BLDG # 34 - Building Overlay BLDG # 34 - Building Plans BLDG # 34 - Roof Plan BLDG # 35 - Building Overlay BLDG # 35 - Building Plans BLDG # 35 - Roof Plan BLDG # 36 - Building Overlay BLDG # 36 - Building Plans BLDG # 36 - Roof Plan BLDG # 37 - Building Overlay BLDG # 37 - Building Plans BLDG # 37 - Roof Plan BLDG # 38 - Building Overlay BLDG # 38 - Building Plans BLDG # 38 - Roof Plan BLDG # 39 - Building Overlay BLDG # 39 - Building Plans BLDG # 39 - Roof Plan

A2.67a A2.67b A2.67c A2.67d A2.67e

AMENITY - Building Plans AMENITY - Building Plans AMENITY - Building Plans AMENITY - Building Plans AMENITY - Building Plans

A3.00a A3.00b

UNIT A - 3D Elevations UNIT B - 3D Elevations

A3.00c A3.00d

UNIT C - 3D Elevations AMENITY - 3D Elevations

A3.01 A3.02 A3.03 A3.04 A3.05 A3.06 A3.07 A3.08 A3.09 A3.10 A3.11 A3.12 A3.13 A3.14 A3.15 A3.16 A3.17 A3.18 A3.19 A3.20 A3.21 A3.22 A3.23 A3.24 A3.25 A3.26 A3.27 A3.28 A3.29 A3.30 A3.31 A3.32 A3.33 A3.34 A3.35 A3.36 A3.37 A3.38 A3.39

BLDG # 1 - Elevations BLDG # 2 - Elevations BLDG # 3 - Elevations BLDG # 4 - Elevations BLDG # 5 - Elevations BLDG # 6 - Elevations BLDG # 7 - Elevations BLDG # 8 - Elevations BLDG # 9 - Elevations BLDG # 10 - Elevations BLDG # 11 - Elevations BLDG # 12 - Elevations BLDG # 13 - Elevations BLDG # 14 - Elevations BLDG # 15 - Elevations BLDG # 16 - Elevations BLDG # 17 - Elevations BLDG # 18 - Elevations BLDG # 19 - Elevations BLDG # 20 - Elevations BLDG # 21 - Elevations BLDG # 22 - Elevations BLDG # 23 - Elevations BLDG # 24 - Elevations BLDG # 25 - Elevations BLDG # 26 - Elevations BLDG # 27 - Elevations BLDG # 28 - Elevations BLDG # 29 - Elevations BLDG # 30 - Elevations BLDG # 31 - Elevations BLDG # 32 - Elevations BLDG # 33 - Elevations BLDG # 34 - Elevations BLDG # 35 - Elevations BLDG # 36 - Elevations BLDG # 37 - Elevations BLDG # 38 - Elevations BLDG # 39 - Elevations

A3.67a A3.67b A3.67c A3.67d A3.67e A3.67f

Amenity Building Amenity Building Amenity Building Amenity Building Amenity Building Amenity Building -

Elevations & Section Elevations & Section Elevations & Section Elevations & Section Elevations & Section Elevations & Section

A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.07a A4.07b A4.08a A4.08b A4.09a A4.09b A4.10a A4.10b

Unit A Plan Unit A1 Plan Unit A2 Plan Unit B Plan Unit B1 Plan Unit B2 Plan Unit C Plan Unit C Plan Unit C1 Plan Unit C1 Plan Unit C2 Plan Unit C2 Plan Unit C3 Plan Unit C3 Plan

A6.01 A6.02 A6.03

Colour Scheme 1 Colour Scheme 2 Colour Scheme 3

L-0.0 L-0.1 L-1.0 L-2.0 L-2.1 L-2.2 L-3.0 L-3.1 L-3.2 L-4.0 L-4.1 L-4.2 L-5.0 L-5.1 L-5.2 L-6.0 L-6.1 L-6.2 L-6.3 L-7.0 L-7.1 L-7.2 L-7.3

Landscape Overall Plan Amenity/Private Space Calculation Plan Key Plan Landscape Hardscape Plan Part A Landscape Hardscape Plan Part B Landscape Hardscape Plan Part C Landscape Grading Plan Part A Landscape Grading Plan Part B Landscape Grading Plan Part C Landscape Wall and Fence Plan Part A Landscape Wall and Fence Plan Part B Landscape Wall and Fence Plan Part B Landscape Planting Plan Part A Landscape Planting Plan Part B Landscape Planting Plan Part C Landscape Sections Landscape Sections Landscape Sections Landscape Elevation Landscape Details Landscape Details Landscape Details Landscape Details

AD95-DP-090 AD95-DP-091 AD95-DP-092 AD95-C-101 AD95-C-102 AD95-DP-801 AD95-DP-901 AD95-DP-902 AD95-DP-903 AD95-DP-904

Off-Site General Arrange Phase 1 - On-Site Servicing Key Plan Phase 1 - On-Site Servicing Key Plan Upper victoria Functional Road Plan Typical Sections Stormwater Mgmt Plan Emergency Access Plan Road Profile Road Profile Road Profile

COVER SHEET

A0.00

PROPOSED RT-2 ZONING

PROJECT STATISTICS

A0.01

REQUIRED 5.5M SETBACK SPEA PROTECTION BOUNDARY TREE PROTECTION BOUNDARY

X X

V20

REQUIRED 4.5M SETBACK

F /P

RE RE

BL DG

DG BL

39 D G

B B1

C SM

31 BL DG

B B

BL B1

24 G

BL D

SM SM

33 DG

PO OL

SM SM

SM S

V2 V 2 21

CLUB HOUSE

M SM SM SM S

C C

V2 V2 V2 5 4 3

BLDG 27

G BL D

36 BLDG

M WD

BLD

C1 C2

V1 V2

MS MS SM SM

RE SM SM MS MS

F.H.

MS MS

M MS

MS MS

BLD

. ELEC ROOM

MW/P P/WM WD

B F

P/W

BLDG 14

P/W

P/WM

P/W

C12 C

MW/P

MW/ P

G2 LD

9 G2

BLD

1 DG BL

5 G3 BLD

P/W

A1.13

SM SM

4 DG 4

BLDG

BLDG 3

SM SM

ER ER

MS MS

4 C

G 43 BLD

SM SM

A A1

C2 C2

DG BL C

A C

BLDG 3

BLDG 45

A1 C2

2 G4 C

A 2C

BLD

BL DG

BLD G

BLDG 50

ER ER

6 G5

BLD

BLDG 52

MS MS SM SM

BLDG 57

RE RE M

SM S

MS MS SM SM

BLDG 62

A1 A

BLD

BLD G

RE RE

SM SM

ER RE RE

G5 8

BL DG

B1 B

SM SM SM SM

RE RE

ER ER

BLDG 3

BL DG

G 61

M P/W

P MW/

P4 P3

ELEC ROOM .

MW/P

DW DW

F.H.

/P MW

2 DG

W D

MW/

MW/P

BLDG

F.H.

MW/P

MW /P

MW/P

ELEC. ROOM

30M ALR PROTECTION BOUNDARY

SPEA PROTECTION BOUNDARY

V26 V27 V28

BLDG 7 DW

SETBACK LINE

. RO

M P/W

PROPERTY LINE

MW/P

P/WM

BLDG 6

R ER E

A1.14

SM S

MW/P

P/W

. ELEC OM RO

E RE R

MW/

XX X

F.H.

D BL

/P MW

PHASE 1

MS M

BL D

SM S M

MS M

SM S M

. EC EL OM RO

PHASE 3

MW/P

51 BLDG

ER ER RE RE

SM SM

V11V10 F.H.

V12

C1 C2

P/WM

MW/P

DW MW/P

45.50

P/WM

C1 C2

C12 C

2C 2C

GFF

V31 V30 V29

MW/P

MW/

MW/P

MW/P DW

P/W

RE RE

MW/P

45.65

MW/P

BLDG 10

MW/P

2 DG 1

GF LVE GE E . RID

BLDG 11

G9 BLDE. 46.6M . 56.9M

55 LDG

P/W

MW/P DW F

MW/P DW

P/WM

MAIL

MW/P

P/WM

RE RE

MW/P

MW/

MW/P MW/P

PHASE 2

MW/P

RE RE

MW/P

F.H.

G 19

BLD

BLDG 18

BLDG 17

K AC

E LIN TY INE ER YL OP RT PR PE ING RO IST DP SE

ELEC. ROOM

LOT 1 - STAR CREEK NEIGHBORHOOD V14V15

O OP

B B1

V13

BLDG 16

PLAY GROUD

G BLD

1B PR

P/WM

MW/P

P/W

F.H.

MW/P

P/WM

P/W

MW/P

F.H.

MS MS

C1 C2

ER ER SM SM

V1 8 V V2 19 0

RE RE

ICT

RE RE

C1 C2

MW/P

RE RE

C SM SM

RE RE ELEC. ROOM

P/W

V16

ELEC. ROOM

MW/

PHASE 4

C1 C2

MW/P

V17

BLDG

W M

MW/P

C1 C2

F.H.

ELEC. ROOM

EXISTING PROPERTY LINE

MW/P

M MS

P/W

C /P

P/WM

MW/P

P/W

MW/P

M P/W

F.H.

REQUIRED 1M SETBACK

SETBACK EXISTING PROPERTY LINE 2 A1.12

REQUIRED SETBACK

REQUIRED 10M SETBACK FOR BUILDINGS REQUIRED 2M SETBACK FOR ROADWAYS

1 A1.11

SITE PLAN OVERALL

MW /P P/ M

P/ W M D

P/ W M F

A1.00

MW/ M

P/W

REQUIRED 1M SET BACK

MW/P

F.H.

PROPOSED SAND TRAP

BLDG

3 G2

MW/

ELEC. ROOM

MW/P

W M

SM S M S M SM

P/W

MW/

V5 V4 V3

G 66

P/WM

MW/P

V19 V18

V32

PHASE 5 V6

F.H.

EL RO EC. OM

BLDG 22

P/WM

MW/P

BLD

ELE

P/W

BLD

P/W

MW /P

V21 V22 V23 V24 V25 V26

7 G6

V15 V14 V13 V12 V11

P/W

P/WM

ELEC. ROOM

W D

P/ W M

P/W

MW /P

BLD

P/ W

MW/ P

MW/P

MAIL

MW/P

MW /P

P/W

LOT2-PARTINGTON CREEK NEIGHBORHOOD

ELEC. ROOM

MW/P

MW/P MW/P

MW/P

V10 V9

P/W

PHASE 6

PROPOSED PROPERTY LINE ROAD DEDICATION

P/W

BLD G

MW /P

P/W

MW/

P/WM

F.H.

MW /P

MW/P

V17 V16

P/W

EL RO EC. OM

MW/P

MW/ P

V1 V2

P/W M

P/W

ELEC . RO OM

MW/P

EE K

P/W M

MW/P

PHASE 7

MW/P

BLD G

P/WM

MW/P

P /W M

P/W

MW/P

PA R T ING CED TO A N R C D REE RIVE K

PHASE 8

MW/P

EL RO EC. OM

A1.01

SITE PLAN Scale: 1/64' = 1'0"

889'-812" [271.19m] PROPOSE SITE AREA

60m

55m

20'-5" [6.22m] APRON

49' [14.94m] UNIT C

22'-5" [6.83m] YARD

12'-9" 20' [3.88m] [6.10m] GREEN AREA INTERNAL ROAD

135'-1" [41.17m] AMENITY BUILDING

12'-3" [3.73m]

15'-9" [4.80m] GREEN AREA

20' [6.10m] INTERNAL ROAD

16'-9" [5.10m] APRON

49' [14.94m] UNIT C

20'-3" [6.17m] YARD

17'-8" [5.39m] YARD

32'-812" [9.97m] UNIT B

16'-11" [5.16m] APRON

20' [6.10m] INTERNAL ROAD

19'-3" [5.87m] APRON

49' [14.94m] UNIT C

19'-4" [5.89m] YARD

16'-3" 1' [0.30m] [4.95m] YARD

32'-812" [9.97m] UNIT B

15'-103 4" [4.84m] APRON

20' [6.10m] INTERNAL ROAD

65m

LOT 1 LOT 2

20' [6.10m] INTERNAL ROAD

RETAINING

13'-4" [4.06m] APRON

RETAINING

32'-812" [9.97m] UNIT B

16'-11" [5.15m] YARD

SETBACK

PROPERTY LINE

65m

8' 8' [2.44m] [2.44m] RETAINING

65'-6" [19.96m] GREEN AREA

71' [21.64m] SETBACK

60m

TOW:56.22m

55m

TOW:184.45'

TOW:54.57m

FFE:52.84m

TOW:179.04'

FFE:173.36'

TOW:53.64m

FFE:50.12m

TOW:175.98'

FFE:49.87m

FFE:164.44'

FFE:163.62'

50m EL:49.77m

EL:49.69m

EL:163.28'

EL:163.01'

50m FFE:47.15m FFE:154.69'

FFE:45.65m FFE:149.76'

45m EL:45.60m

EL:45.50m

EL:149.59'

EL:149.27'

45m

LINE O

F EXIS TING G

FFE:42.00m FFE:137.80'

RADE

~8% FFE:39.16m

40m

FFE:128.48'

TOW:40.32m TOW:132.29'

FFE:36.44m

EL:38.81m

FFE:119.55'

EL:127.32'

FFE:36.16m FFE:118.64'

35m

FFE:33.44m

30m

35m

FFE:33.08m

FFE:109.71'

FFE:108.53'

EL:32.80m

EL:32.70m

EL:107.60'

EL:107.27'

FFE:30.36m FFE:99.61'

FFE:29.36m

30m

FFE:96.33'

TOW:30.06m TOW:98.62'

25m

FFE:26.64m FFE:87.40'

EL:26.23m

25m

EL:86.04'

20m

15m

10m

1 A1.13

SITE SECTIONS Scale: 1/32" = 1'-0"

12'-3"

LINE O F EXIS

3'-6"

TING G

TOW:56.22m

FFE:52.84m

FFE:128.48'

FFE:173.36'

FFE:39.16m

8'-1012"

3'-6"

TOW:179.04'

3'-7"

TOW:54.57m

~8%

12'-01

TOW:184.45'

RADE

TOW:53.64m

TOW:40.32m

TOW:175.98'

TOW:132.29'

EL:38.81m EL:127.32'

SITE SECTION

2 A1.13

SITE SECTIONS Scale: 1/8" = 1'-0"

3 A1.13

SITE SECTIONS Scale: 1/8" = 1'-0"

A1.13

19'-81 4" [6.00m] LANE N

20'-31 2" [6.19m] GREEN AREA

41'-101 2" [12.76m] GREEN AREA

49' [14.94m] BLDG #2

25'-11 2" [7.66m] BLDG #8

19'-81 4" 12'-11" [3.94m] [6.00m] GREEN AREA LANE O

46'-21 2" [14.08m] GREEN AREA

49' [14.94m] BLDG #9

25'-11 2" [7.66m] BLDG #19

26'-63 4" [8.10m] GREEN AREA

19'-81 4" [6.00m] SITE EXIT LANE A

19'-81 4" 11'-10" [3.60m] [6.00m] GREEN SITE ENTRY AREA LANE A

14'-5" [4.40m] GREEN AREA

142'-03 4" [43.30m] TREE PROTECTION AREA

24'-71 4" [7.50m] R.O.W. 9'-10" [3.00m] PATHWAY

5'-103 4" [1.80m]

PROPERTY LINE

30'-81 4" [9.36m] GREEN AREA

SETBACK

PROPERTY LINE

60m

32'-81 2" [9.97m] BLDG #1

SETBACK

95'-91 4" [29.19m] GREEN AREA

5'-103 4" [1.80m]

751'-33 4" [229.00m] PROPOSE SITE 18'-6" [5.64m] GREEN AREA

60m

FFE:56.97m

EL:57.00m

TOW:55.25m

FFE:186.91'

EL:187.01'

TOW:181.27'

TOW:53.64m

FFE:54.25m

TOW:175.98'

FFE:177.99'

55m

FFE:53.84m

55m

FFE:51.02m

FFE:176.64'

FFE:167.39'

TOW:56.77m TOW:50.82m

TOW:186.24'

TOW:166.72'

FFE:48.08m

50m

FFE:51.12m

TOW:150.62'

X X

FFE:46.12m

TOW:52.12m TOW:171.00'

50m

TOW:45.91m

FFE:157.74'

FFE:167.73'

FFE:151.31'

FFE:48.30m

X X

FFE:158.47'

TOW:49.30m

45m

TOW:47.88m

TOW:161.74'

TOW:157.08'

TOW:46.36m

45m

TOW:152.10'

TOW:45.66m TOW:149.82'

1 A1.20

40m

35m

STREETSCAPE (FROM UPPER VICTORIA DRIVE) Scale: 1/32" = 1'-0"

30'-81 4" [9.36m] GREEN AREA

19'-81 4" [6.00m] LANE N

20'-31 2" [6.19m] GREEN AREA

41'-101 2" [12.76m] GREEN AREA

49' [14.94m] BLDG #2

25'-11 2" [7.66m] BLDG #8

19'-81 4" 12'-11" [3.94m] [6.00m] GREEN AREA LANE O

[14.94m] BLDG #9

SETBACK

PROPERTY LINE

60m

32'-81 2" [9.97m] BLDG #1

95'-91 4" [29.19m] GREEN AREA

5'-103 4" [1.80m]

751'-33 4" [229.00m] PROPOSE SITE 18'-6" [5.64m] GREEN AREA

FFE:56.97m

EL:57.00m

TOW:55.25m

FFE:186.91'

EL:187.01'

TOW:181.27'

TOW:53.64m

FFE:54.25m

TOW:175.98'

FFE:177.99'

55m

FFE:53.84m

FFE:51.02m

FFE:176.64'

FFE:167.39'

TOW:56.77m TOW:50.82m

TOW:186.24'

TOW:166.72'

FFE:48.08m

50m

FFE:51.12m

FFE:157.74'

FFE:167.73'

TOW:52.12m TOW:171.00'

FFE:48.30m FFE:158.47'

TOW:49.30m

45m

TOW:161.74'

40m

35m

Scale: 1/16" = 1'-0"

751'-33 4" [229.00m] PROPOSE SITE 18'-6" [5.64m] GREEN AREA

46'-21 2" [14.08m] GREEN AREA

49' [14.94m] BLDG #9

25'-11 2" [7.66m] BLDG #19

26'-63 4" [8.10m] GREEN AREA

19'-81 4" [6.00m] SITE EXIT LANE A

19'-81 4" 11'-10" [3.60m] [6.00m] GREEN SITE ENTRY AREA LANE A

14'-5" [4.40m] GREEN AREA

142'-03 4" [43.30m] TREE PROTECTION AREA

24'-71 4" [7.50m] R.O.W. 9'-10" [3.00m] PATHWAY

5'-103 4" [1.80m]

PROPERTY LINE

A1.20

PARTIAL STREETSCAPE (FROM UPPER VICTORIA DRIVE)

SETBACK

60m

55m

FFE:48.08m

50m

TOW:45.91m

FFE:157.74'

TOW:150.62'

X X

FFE:46.12m FFE:151.31'

STREETSCAPE

X X

TOW:47.88m TOW:157.08'

45m

TOW:46.36m TOW:152.10'

TOW:45.66m TOW:149.82'

40m

A1.20 35m

3 A1.20

PARTIAL STREETSCAPE (FROM UPPER VICTORIA DRIVE) Scale: 1/16" = 1'-0"

PARTY WALL & ATTIC FIRE RATINGS (SEE ALSO CODE REPORT FROM LMDG)

DENOTES 1 HR. FIRE RESISTANCE RATING B

2hr

30'-51

DENOTES 2 HR. FIRE RESISTANCE RATING

14'-63 4"

15'-103 4"

1'-1"

1'-6" 13'-11"

1'-6"

21:8

13'-5"

21:8

UNIT B1

20'-2"

27'-2"

UNIT B1

27'-2"

UNIT B1

13'-3"

13'-9"

13'-3"

13'-9"

21:4

13'-3"

UNIT B

13'-9"

13'-3"

13'-9"

MW/P

BUILDINGSECTION MARK

REG. CAR

SLOPE

26'-10"

13'-7"

108'

13'-1"

13'-7"

13'-1"

13'-3"

UNIT B

13'-9"

13'-3"

13'-9"

4:12

13'-9"

MW/P

REG. CAR

108'

13'-1" 108'

UNIT B

19'-10"

REG. CAR

UNIT B

4:12

26'-10"

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL SMOKE/CO DETECTOR REFER TO ELECTRICAL

15'-103 4"

8:12

DETAILNUMBER REFERENCEDRAWING

14'-63 4"

13'-11"

21:4

MW/P

DET. DWG.

1012"

1'-1"

WINDOWMARK

DW F. F.G. P. T.O.S. W/D

15'-103 4"

W23

B 30'-512"

14'-63 4"

WALLASSEMBLYMARK

No.

13'-5"

BRICKCLADDING /BRICKLEDGE

1'-6"

13'-5"

TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

FLOOR & ROOF ASSEMBLY MARK DOORMARK

No.

1012"

2'-3"

LEGEND:

No.

B 30'-512"

21:4

1012"

4:12

2hr

SLOPE

MW/P

13'-7"

12'-5"

13'-11"

UNIT A2

26'-4"

12'-5" 26'-4"

26'-4"

REG. CAR

12'-5" 26'-4"

13'-1"

13'-7"

13'-1"

4:12

UNIT A2

26'-10"

REG. CAR

19'-10"

4:12

UNIT B

8:12

UNIT B

12'-5"

13'-11"

12'-5"

13'-11"

REG. CAR

12:12

8'-93 4"

5'-4"

7'-33 4"

8'-93 4"

5'-4"

7'-33 4"

2'-61 4"

12:12

8:12

13'-11"

SLOPE

26'-712"

1'-312"

BUILDING 19 FLOOR PLANS 1 A2.19A

- BUILDING 19 AREAS

S.F.

S.M.

- GROUND FLOOR

1,291.19

119.96

- MAIN FLOOR

3,130.37

290.82

- UPPER FLOOR

3,085.46

286.65

- AREA TOTAL =

7,507.02

697.43

GROUND FLOOR PLAN SCALE 1/8" = 1'- 0"

2 A2.19A

MAIN FLOOR PLAN SCALE 1/8" = 1'- 0"

3 A2.19A

UPPER FLOOR PLAN SCALE 1/8" = 1'- 0"

A2.19a

PARTY WALL & ATTIC FIRE RATINGS (SEE ALSO CODE REPORT FROM LMDG)

DENOTES 1 HR. FIRE RESISTANCE RATING A

2hr

B 30'-512"

1012"

14'-63 4"

BRICKCLADDING /BRICKLEDGE

27'-2"

2' 8:12

W23

WINDOWMARK

DET. DWG.

DETAILNUMBER REFERENCEDRAWING

8:12

UNIT B1 2'

13'-3"

No.

WALLASSEMBLYMARK FLOOR & ROOF ASSEMBLY MARK DOORMARK

12:12 12:12

TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

12:12 12:12

No.

1'-1"

LEGEND:

15'-103 4"

1'-6"

DENOTES 2 HR. FIRE RESISTANCE RATING

13'-11"

2hr

UNIT B

26'-10"

8:12

13'-7"

12:12 12:12

108'

13'-3"

12:12 12:12

UNIT B

26'-10"

8:12

13'-3"

12:12 12:12

13'-11"

12:12 12:12

8:12

UNIT A2

12:12

12'-5"

26'-4"

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL SMOKE/CO DETECTOR REFER TO ELECTRICAL

DW F. F.G. P. T.O.S. W/D

2' 13'-7"

BUILDINGSECTION MARK

12:12 12:12

26'-712"

2'-61 4"

1'-312"

BUILDING 19 ROOF PLAN 1 A2.19B

ROOF PLAN SCALE 1/8" = 1'- 0"

A2.19b

UNIT C - 3D ELEVATIONS

A3.00c

B ROOF PEAK

37'-9 1/4"

A ROOF PEAK

UNIT - A2

UNIT - B

UNIT - B1

42'-2 3/4"

C ROOF PEAK

38'-7 1/2"

B ROOF PEAK

37'-9 1/4"

A ROOF PEAK

107'-2" [32.66m]

3'-714"

38'-7 1/2"

26'-4"

26'-10"

27'-2"

18'-10" UPPER FLOOR

42'-23 4" [12.87m]

t/o plate

8'-1"

26'-11" TOP OF WALL

t/o plate

42'-23 4" [12.87m]

26'-11" TOP OF WALL

UNIT - B1 32'-812" [9.97m] 12 8

18'-10" UPPER FLOOR

t/o subfloor

9'-11"

t/o subfloor

12 8'-11"

3'-714"

10'-101 4" 1014"

C ROOF PEAK

10'-101 4" 1014"

42'-2 3/4"

8'-1"

MAIN FLOOR

8'-11"

MAIN FLOOR

t/o subfloor

FFE:46.12m

FFE:151.31'

FG:45.91m

0'-0"

X X

8'-11"

FG:150.64'

X X

FFE:43.40m

GROUND FLOOR

0'-0"

FFE:142.39'

FFE:43.40m

GROUND FLOOR

FFE:142.39'

t/o concrete

FG:43.20m

FG:43.20m FG:141.72'

FG:141.72'

18 18

38'-7 1/2"

B ROOF PEAK

37'-9 1/4"

A ROOF PEAK

22 19

FRONT ELEVATION

UNIT - B

UNIT - A2

26'-10"

26'-4"

Scale: 1/8" = 1'-0"

1 42'-2 3/4"

C ROOF PEAK

38'-7 1/2"

B ROOF PEAK

37'-9 1/4"

A ROOF PEAK

26'-10"

UNIT -A2 25'-112" [7.66m]

107'-2" [32.66m] 27'-2"

SIDE SIDE ELEVATION

A3.19

Scale: 1/8" = 1'-0"

UNIT - B1

C ROOF PEAK

3'-71 4"

42'-2 3/4"

A3.19

3'-71

10'-101 12

12 8

9'-11"

t/o subfloor

FFE:46.12m

MAIN FLOOR

8'-11"

FFE:151.31'

t/o subfloor

X X

FFE:46.12m

MAIN FLOOR

FFE:151.31'

t/o subfloor

FG:45.91m

FG:150.64'

8'-11"

8'-11" 0'-0"

18'-10" UPPER FLOOR

t/o subfloor

8'-11"

8'-1"

42'-23 4" [12.87m]

t/o plate

8'-1"

26'-11" TOP OF WALL

t/o plate

42'-23 4" [12.87m]

26'-11" TOP OF WALL

18'-10" UPPER FLOOR

101

10'-1014" 101 4"

12 12

GROUND FLOOR

0'-0"

t/o concrete

FFE:43.40m

GROUND FLOOR

FFE:142.39'

t/o concrete

FG:43.20m FG:141.72'

37'-9 1/4"

A ROOF PEAK

UNIT - B1

A3.19 74

UNIT - B

UNIT - A2

26'-10"

26'-4"

26'-10"

27'-2"

12 12

COLOR SCHEME #3 MATERIAL LEGEND

ROOF

8'-1"

42'-23 4" [12.87m]

MATERIALS 1

18'-10" UPPER FLOOR t/o subfloor

WALL

9'-11" 8'-11"

MAIN FLOOR t/o subfloor

8'-11"

DETAILS

SCHEME 1

SCHEME 2

ASPHALT SHINGLE PITCHED ROOF

WOOD FASCIA, PAINTED

PERFORATED VINYL SOFFIT

FIBRE CEMENT SHINGLE SIDING, PAINTED

FIBRE CEMENT LAP SIDING SMOOTH, 6" EXPOSURE, PAINTED

FIBRE CEMENT PANEL SMOOTH OR ACCENT SHINGLE, PAINTED

VINYL SIDING

2X10 WOOD BELLY BAND, PAINTED

SCHEME 3

VICWEST CHARCOAL 56072 (MM BLACK)

METAL STANDING SEAM ROOF

PABCO ANTIQUE BLACK (MM BLACK) BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY) GENTEK MONTEREY SAND (673)

GENTEK CANYON CLAY (010)

BM-CROMWELL GRAY HC-103 (MM CHARCOAL GREY)

BM-CHIMICHURRI CSP-810 (MM CHARCOAL GREY)

J.H. COBBLE STONE (MM CASHMERE)

J.H. MONTEREY TAUPE (MM STONE GREY)

GENTEK PEBBLE (628)

J.H. COBBLE STONE (MM CASHMERE) J.H. WOODSTOCK BROWN (MM PEBBLESTONE)

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY) GENTEK MONTEREY SAND (673)

GENTEK CANYON CLAY (010)

VERSETTA STONE, LEDGESTONE- STERLING

11 12

PRE-CAST CONCRETE OR EIFS

VINYL FRAME WINDOWS

2X6 WOOD TRIM, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

2X10 WOOD BALCONY FASCIA, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

PREFINISHED ALUMINUM GUARDRAIL C/W PICKETS

ENTRY DOOR, METAL CLAD W/GLAZING, PAINTED

ALUMINUM GARAGE DOOR, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

WOOD CLADDING ENTRY POSTS, BEAMS & RAFTERS, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

PREFINISHED ALUMINUM CHIMNEY CAP

PRE-FINISHED ALUMINUM GUTTER & RWL

WOOD DETAILS, BRACKETS, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

WOOD PLANTER BOX, PAINTED

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

PREFINISHED ALUMINUM STOREFRONT

ALUMINUM WINDOW

CHARCOAL GREY

HORIZONTAL SIDING

VICWEST BELLARA STEEL SIDING MOUNTAIN CEDAR 18-2772 (MM CHARCOAL GREY)

LIGHT GRAY (MM SURF WHITE)

AMENITY

5 A3.19

BUILDING SECTION Scale: 1/8" = 1'-0"

HEAVY TIMBERS

PREFINISHED ALUMINUM GUARDRAIL C/W GLAZING PANELS

PREFINISHED ALUMINUM SUNSHADE

NOTE: ALL FLASHINGS TO ME MAKIN METALS - COLOR IN BRACKETS.

ELEVATIONS BUILDING 19

BLACK (MM BLACK)

BLACK BM-CHIMICHURRI CSP-810

BM-OLD PRAIRIE OC-42

SW-GAIL FORCE 7605

CHARCOAL CHARCOAL

GROUND FLOOR t/o concrete

GENTEK PEBBLE (628)

BM- IRON MOUNTAIN 2134-30 (MM CHARCOAL GREY)

STONE VENEER

DOOR

0'-0"

Scale: 1/8" = 1'-0"

26'-11" TOP OF WALL t/o plate

SIDE REAR ELEVATION

107'-2" [32.66m]

3'-714"

B ROOF PEAK

Scale: 1/8" = 1'-0"

C ROOF PEAK

38'-7 1/2"

10'-101 4" 1014"

42'-2 3/4"

BACK ELEVATION

A3.19 1

CHARCOAL GREY

NATURAL FINISH BLACK CHARCOAL GREY

A3.19

TYP. UNIT C - FRONT ELEVATION TYP. UNIT B - FRONT ELEVATION (UNIT A SIMILAR)

X X

VINYL HORIZONTAL SIDING GENTEK Pebble 628 ENTRY DOOR SHERWIN WILLIAMS Gale Force 7605

GARAGE DOOR BENJAMIN MOORE Iron Mountain 2134-30

HARDIE PANEL BENJAMIN MOORE Iron Mountain 2134-30

VINYL WINDOW S Black

FIBRE-CEMENT PLANK JAMES HARDIE Woodstock Brown

TRIM, PLANTER BOXES, WOOD DETAILS BENJAMIN MOORE Iron Mountain 2134-30

VINYL HORIZONTAL SIDING GENTEK Pebble 628 ROOF PABCO Antique Black

FIBRE-CEMENT SHINGLE JAMES HARDIE Cobble Stone

TRIM, HARDIE PANEL & FASCIA BENJAMIN MOORE Iron Mountain 2134-30

STONE CLADDING & ACCENT VERSETTA STONE Ledgestone Sterling

FIBRE-CEMENT SHINGLE JAMES HARDIE Cobble Stone ENTRY DOOR SHERWIN WILLIAMS Gale Force 7605

STANDING SEAM METAL ROOF Charcoal

COLOUR SCHEME #3 X X

X X

A6.03 TYP. UNIT C - REAR ELEVATION

TYP. UNIT B - FRONT ELEVATION (UNIT A SIMILAR)

VICTORIA DRIVE - "LOT 2" NOVEMBER 29th, 2018 - ISSUED FOR TENDER

ADDRESSES LEGAL ADDRESS

CIVIC ADDRESS 3552 - 3560 Victoria Drive, Coquitlam, B.C.

LOT 1 EXCEPT: PART SUBDIVIDED BY PLAN 31982, PLAN 16742; LOT 2, PLAN 16742; AND LOT 25, PLAN 31982; ALL SECTION 7, TOWNSHIP 40 NW DISTRICT

PID REM 1 - 010-204-831 LOT 2 - 010-204-873 LOT 25 - 005-246-652

PROJECT TEAM DEVELOPER: MOSAIC HOMES

ARCHITECT: EKISTICS ARCHITECTURE INC.

LANDSCAPE ARCHITECT: VAN DER ZALM + ASSOCIATES INC.

INTERIOR DESIGNER: CHIL INTERIOR DESIGN.

500-2609 GRANVILLE STREET VANCOUVER, BC, V6H 3H3 T. 604.685.3888

1925 MAIN STREET VANCOUVER, BC, V5T 3C1 T. 604.876.5050

SUITE 1, 20177- 97 AVENUE LANGLEY,BC, V1M 4B9 T. 604.882.0024

1706 W 1st AVE, 4th FLOOR VANCOUVER, BC, V6J 0E4 T. 604.688.8571

STRUCTURAL ENGINEER: THOMAS LEUNG STRUCTURAL ENGINEERING INC.

MECHANICAL ENGINEER: NORMAN DISNEY & YOUNG

121 WEST 6th AVENUE VANCOUVER, BC, V5Y 1K3 T. 604.873.1768

#608 1166 ALBENI STREET VANCOUVER, BC, V6E 3Z3 T. 604.734.9338

ELECTRICAL ENGINEER: OPAL ENGINEERING

CIVIL ENGINEER: WSP CANADA INC.

GEOTECHNICAL ENGINEER: ENVELOPE ENGINEER: GEOPACIFIC CONSULTANTS LTD. JRS ENGINEERING.

1340 BARBERRY DRIVE, PORT COQUITLAM, BC, V3B 1G3 T. 604.355.0771

SUITE 300, 65 RICHMONT ST. NEW WESTMINSTER, BC, V3L 5P5 T. 604.525.4651

1779 W. 75th Avenue VANCOUVER, BC, V6P 6P2 T. 604.439.0922

UNIT 300, 4595 CANADA WAY. BURNABY, BC, V5G 1J9 T. 604.320.1999

DRAWING INDEX ARCHITECTURAL A0.00 A0.02 A0.03 A0.04

Cover Sheet / Drawing Index Project Data / Building Code Assemblies / General Notes Window/Door Schedule

A1.01 A1.02 A1.03 A1.04 A1.05 A1.06 A1.07 A1.08 A1.09 A1.10 A1.11 A1.12 A1.13

Site Plan Overall Site plan Detailed Site plan Detailed Site plan Detailed Site plan Limiting Distance Site plan Limiting Distance Site plan Limiting Distance Fire Fighting Plan Site Section #1 Site Section #2 Site Section #3 Site Section #4 Site Section #5

A2.01a A2.01b A2.02a A2.02b A2.03a A2.03b A2.04a A2.04b A2.05a A2.05b A2.06a A2.06b A2.07a A2.07b A2.08a A2.08b A2.09a A2.09b A2.10a A2.10b A2.11a A2.11b A2.12a A2.12b A2.13a A2.13b A2.14a A2.14b A2.15a A2.15b A2.16a A2.16b

BLDG # 1 - Building Plans Foundation / Roof Plans BLDG # 2 - Building Plans Foundation / Roof Plans BLDG #3 - Building Plans Foundation / Roof Plans BLDG # 4 - Building Plans Foundation / Roof Plans BLDG # 5 - Building Plans Foundation / Roof Plans BLDG # 6 - Building Plans Foundation / Roof Plans BLDG # 7 - Building Plans Foundation / Roof Plans BLDG # 8 - Building Plans Foundation / Roof Plans BLDG # 9 - Building Plans Foundation / Roof Plans BLDG # 10 - Building Plans Foundation / Roof Plans BLDG # 11 - Building Plans Foundation / Roof Plans BLDG # 12 - Building Plans Foundation / Roof Plans BLDG # 13 - Building Plans Foundation / Roof Plans BLDG # 14 - Building Plans Foundation / Roof Plans BLDG # 15 - Building Plans Foundation / Roof Plans BLDG # 16 - Building Plans Foundation / Roof Plans

A2.17a A2.17b A2.18a A2.18b A2.19a A2.19b A2.20a A2.20b A2.21a A2.21b A2.22a A2.22b

BLDG # 17 - Building Plans Foundation / Roof Plans BLDG # 18 - Building Plans Foundation / Roof Plans BLDG # 19 - Building Plans Foundation / Roof Plans BLDG # 20 - Building Plans Foundation / Roof Plans BLDG # 21 - Building Plans Foundation / Roof Plan Amenity Building - Floor Plan Foundation & Roof Plan

A5.06 A5.07 A5.08 A5.09 A5.10

Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details

A5.11 A5.12 A5.13 A5.14 A5.15 A5.16

Entry Detail - UNIT B - B2 Hardy Panel Entry Detail - UNIT B - B2 Brick Entry Detail - UNIT D(a)/D(b) Entry Detail - UNIT D(a-m)/D(b-m) Brick Entry Detail - UNIT E Entry Detail - UNIT E(e)

A3.01 A3.02 A3.03 A3.04 A3.05 A3.06 A3.07 A3.08 A3.09 A3.10 A3.11 A3.12 A3.13 A3.14 A3.15 A3.16 A3.17 A3.18 A3.19 A3.20 A3.21 A3.22

BLDG # 1 - Elevations / Building Section BLDG # 2 - Elevations / Building Section BLDG # 3 - Elevations / Building Section BLDG # 4 - Elevations / Building Section BLDG # 5 - Elevations / Building Section BLDG # 6 - Elevations / Building Section BLDG # 7 - Elevations / Building Section BLDG # 8 - Elevations / Building Section BLDG # 9 - Elevations / Building Section BLDG # 10 - Elevations / Building Section BLDG # 11 - Elevations / Building Section BLDG # 12 - Elevations / Building Section BLDG # 13 - Elevations / Building Section BLDG # 14 - Elevations / Building Section BLDG # 15 - Elevations / Building Section BLDG # 16 - Elevations / Building Section BLDG # 17 - Elevations / Building Section BLDG # 18 - Elevations / Building Section BLDG # 19 - Elevations / Building Section BLDG # 20 - Elevations / Building Section BLDG # 21 - Elevations / Building Section Amenity Building - Elevations & Section

A5.17 A5.18

Electrical Room Details Electrical Room Sections

A5.19

Amenity Building Details

A6.01 A6.02 A6.03 A6.04 A6.05 A6.06

Wall Section - UNIT E/E(e) Wall Section - UNIT E/E(e) Wall Section - UNIT B/B(m) Wall Section - UNIT B/B(m) Wall Section - UNIT D(a)/D(b) Wall Section - UNIT D(a-m)/D(b-m)

A4.01 A4.02 A4.03 A4.04 A4.05 A4.06 A4.07 A4.08 A4.09 A4.10 A4.11 A4.12 A5.01 A5.02 A5.03 A5.04 A5.05

UNIT B - Plans & Unit Section UNIT B (mirrored) - Plans & Unit Section UNIT B2 - Plans & Unit Section UNIT B2 (mirrored) - Plans & Unit Section UNIT D(a) - Plans & Unit Section UNIT D(b) - Plans & Unit Section UNIT D(a-m) - Plans & Unit Section UNIT D(b-m) - Plans & Unit Section UNIT E - Plans & Unit Section UNIT E (mirrored) - Plans & Unit Section UNIT E(e) - Plans & Unit Section UNIT E(e) (mirrored) - Plans & Unit Section Townhome Details Townhome Details Townhome Details Townhome Details Townhome Details

LANDSCAPE L-01 L-02 L-03 L-04 L-05 L-06 L-07 L-08 L-09 L-10 L-11 L-12 L-13 L-14 L-15 LS-01 LS-02 LD-01 LD-02 LD-03 LD-04 LD-05

Cover Page General Notes Key Plan Tree Plan A Tree Plan B Site Plan A - PH2 Site Plan B - PH2 Site Plan C - PH2 Site Plan D - PH2 - PH3 Site Plan E - PH3 Site Plan F - PH3 Site Plan G - PH4 Site Plan H - PH4 Amenity Spaces Amenity Spaces Sections Sections Details Details Details Details Details

STRUCTURAL S-1 S-2.1 S-2.2 S-2.3 S-2.4 S-3.1a S-3.1b S-3.2a S-3.2b S-3.3a S-3.3b S-3.4a S-3.4b S-3.5a S-3.5b S-3.6a S-3.6b S-3.7a S-3.7b S-3.8a S-3.8b S-3.9a S-3.9b S-3.10a S-3.10b S-3.11a S-3.11b S-3.12a S-3.12b S-3.13a S-3.13b S-3.14a S-3.14b S-3.15a S-3.15b S-3.16a S-3.16b S-3.17a S-3.17b S-3.18a S-3.18b S-3.19a S-3.19b S-3.20a S-3.20b S-3.21a S-3.21b S-3.22

General Notes General Details 1 General Details 2 General Details 3 General Details 4 Building #1 Structural Plans Building #1 Structural Plans Building #2 Structural Plans Building #2 Structural Plans Building #3 Structural Plans Building #3 Structural Plans Building #4 Structural Plans Building #4 Structural Plans Building #5 Structural Plans Building #5 Structural Plans Building #6 Structural Plans Building #6 Structural Plans Building #7 Structural Plans Building #7 Structural Plans Building #8 Structural Plans Building #8 Structural Plans Building #9 Structural Plans Building #9 Structural Plans Building #10 Structural Plans Building #10 Structural Plans Building #11 Structural Plans Building #11 Structural Plans Building #12 Structural Plans Building #12 Structural Plans Building #13 Structural Plans Building #13 Structural Plans Building #14 Structural Plans Building #14 Structural Plans Building #15 Structural Plans Building #15 Structural Plans Building #16 Structural Plans Building #16 Structural Plans Building #17 Structural Plans Building #17 Structural Plans Building #18 Structural Plans Building #18 Structural Plans Building #19 Structural Plans Building #19 Structural Plans Building #20 Structural Plans Building #20 Structural Plans Building #21 Structural Plans Building #21 Structural Plans Amenity

MECHANICAL

ELECTRICAL

M-00 M-01 M-02 M-03 M-04 M-05 M-06 M-07 M-08 M-09 M-10 M-11 M-12 M-13 M-14 M-15 M-16 M-17

E-1.0 E-1.1 E-1.2 E-1.3 E-1.4 E-2.0 E-2.1 E-2.2 E-2.3 E-2.4 E-3.0

Cover Sheet Building 1-3-5-10 Lower Building 1-3-5-10 Upper Building 2-4-16-18 Lower Building 2-4-16-18 Upper Building 6-13 Lower Building 6-13 Upper Building 7-8 Lower Building 7-8 Upper Building 9-11-20 Lower Building 9-11-20 Upper Building 12-14-19 Lower Building 12-14-19 Upper Building 15-17 Lower Building 15-17 Upper Building 21 Lower Building 21 Upper Amenity

CIVIL Site Plan & Symbols Legend Site Lighting Plan Electrical Rooms 1 & 2 Electrical Rooms 3 & 4 Electrical Rooms 5 & 6 Unit B & B2 Unit D(a) & D(b) Unit D(am) & D(bm) Unit Plan E Unit Plan E(e) Specifications

C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11

Grading Plan A Grading Plan B Storm & Sanitary Sewer Plan A Storm & Sanitary Sewer Plan B Watermain Plan Road Profiles Road Profiles Storm Water Management Plan Sanitary Pump Station Details Sediment Control Plan 1 Sediment Control Plan 2

PLUMBING P-00 P-01 P-02 P-03 P-04 P-05 P-06 P-07 P-08 P-09 P-10 P-11 P-12 P-13 P-14 P-15 P-16 P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-25

Cover Sheet Building 1-3-5-10 Foundation Building 1-3-5-10 Lower Building 1-3-5-10 Upper Building 2-4-16-18 Foundation Building 2-4-16-18 Lower Building 2-4-16-18 Upper Building 6-13 Foundation Building 6-13 Lower Building 6-13 Upper Building 7-8 Foundation Building 7-8 Lower Building 7-8 Upper Building 9-11-20 Foundation Building 9-11-20 Lower Building 9-11-20 Upper Building 12-14-19 Foundation Building 12-14-19 Lower Building 12-14-19 Upper Building 15-17 Foundation Building 15-17 Lower Building 15-17 Upper Building 21 Foundation Building 21 Lower Building 21 Upper Amenity

COVER SHEET

A0.00

BUILDING CODE INFORMATION

REQUIRED SPRINKLERED AREAS NOT REQUIRED BY THE BCBC 2012

CIVIC ADDRESS

3552 to 3560 Victoria Drive, Coquitlam

ALARM AND DETECTION SYSTEMS

LEGAL ADDRESS

SMOKE ALARMS AND SMOKE/CO DETECTORS REQUIRED

PID 005-246-652 010-204-873

LOT 25 SECTION 7 TOWNSHIP 40 NWD PLAN 31982 LOT 2 SECTION 7 TOWNSHIP 40 NWD PLAN 16742 LOT 1, EXCEPT: PART SUBDIVIDED BY PLAN 31982; SECTION 7 TOWNSHIP 40 NWD PLAN 16742

FIRE FIGHTING PROVISIONS

FIRE DEPARTMENT HOSE CONNECTIONS - REFER TO SITE PLAN AND FIRE ACCESS PLAN FOR HYDRANT LOCATIONS 1 FIREFIGHTING WAYFINDING SIGN PROVIDED AT STREET ENTRANCE (UPPER VICTORIA DRIVE) FIRE ALARM ANNUCIATOR PANEL - NOT REQUIRED STANDPIPE SYSTEM - NOT REQUIRED

010-204-831

REFERENCE DOCUMENTS

BRITISH COLUMBIA BUILDING CODE, 2012 EDITION - DIV B - PART 9

EGRESS FROM BEDROOM

PER, BCBC 2012, 9.9.10.1

OCCUPANCY

GROUP 'C' - RESIDENTIAL OCCUPANCY GROUP 'A2' - ASSEMBLY OCCUPANCY

SPATIAL SEPARATION

PER BCBC 2012, SECTION 9.10.15. REFER TO ELEVATIONS, WINDOW SCHEDULE AND ATTACHED BUILDING INFORMATION SHEET

BUILDING AREAS BUILDING

FOOTPRINT AREA (ft²)

FOOTPRINT AREA (m²)

BUILDING 1

4120.29 ft²

382.77 m²

NUMBER OF STOREYS

NUMBER OF STREETS FACING

CONSTRUCTION TYPE

THREE

2 STREETS

COMBUSTIBLE

CONSTRUCTION ASSEMBLIES REQUIRED TO HAVE A FIRE SEPARATION WITH A FIRE-RESISTANCE RATING REQUIRED FIRE-RESISTANCE RATING

PERMITTED CONSTRUCTION

STC RATING PROVIDED

BUILDING 2

3339.98 ft²

310.28 m²

THREE

1 STREET

COMBUSTIBLE

LOCATION OF REQUIRED FIRE SEPARATION

BUILDING 3

4055.63 ft²

376.77 m²

THREE

2 STREETS

COMBUSTIBLE

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY

1-HOUR

COMBUSTIBLE

BCBC 2012 TABLE A-9.10.3.1.A

BUILDING 4

3336.48 ft²

309.96 m²

THREE

1 STREETS

COMBUSTIBLE

1-HOUR

COMBUSTIBLE

BCBC 2012 3.1.8.3.

BUILDING 5

4182.08 ft²

388.52 m²

THREE

2 STREETS

COMBUSTIBLE

PARTY WALLS BETWEEN SUITES OF RESIDENTIAL OCCUPANCY IN ATTIC SPACE

BUILDING 6

5516.45 ft²

512.48 m²

THREE

1 STREET

COMBUSTIBLE

WALL/FLOOR BETWEEN GARAGE AND DWELLING UNIT CONTAINING A GARAGE

SMOKE SEPARATION ONLY

COMBUSTIBLE

BCBC 2012 3.3.4.2.(5)

BUILDING 7

2779.96 ft²

258.26 m²

THREE

3 STREETS

COMBUSTIBLE

1-HOUR

COMBUSTIBLE

BCBC 2012 3.6.2.1.(7)

BUILDING 8

2779.93 ft²

258.26 m²

THREE

3 STREETS

COMBUSTIBLE

WALL BETWEEN ELECTRICAL ROOM AND ASSEMBLY OCCUPANCY/MECHANICAL ROOM

BUILDING 9

3340.22 ft²

310.31 m²

THREE

1 STREET

COMBUSTIBLE

WALL BETWEEN MECHANICAL ROOM AND ASSEMBLY OCCUPANCY

1-HOUR

COMBUSTIBLE

BCBC 2012 3.6.2.1.(7)

BUILDING 10

4188.12 ft²

389.08 m²

THREE

2 STREETS

COMBUSTIBLE

WALL BETWEEN SUITE OF RESIDENTIAL OCCUPANCY AND ELECTRICAL ROOM

2-HOUR

NON-COMBUSTIBLE

BCBC 2012 9.10.4.3

BUILDING 11

3340.08 ft²

310.29 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 12

3982.83 ft²

370.00 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 13

4482.69 ft²

416.44 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 14

3982.83 ft²

370.00 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 15

5370.89 ft²

498.96 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 16

3340.01 ft²

310.29 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 17

5234.17 ft²

486.25 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 18

3340.01 ft²

310.29 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 19

3987.79 ft²

370.47 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 20

3395.28 ft²

315.42 m²

THREE

1 STREET

COMBUSTIBLE

BUILDING 21

2736.46 ft²

254.22 m²

THREE

1 STREET

COMBUSTIBLE

AMENITY BUILDING

732.23 ft²

68.03 m²

ONE

1 STREET

COMBUSTIBLE

LIMITING DISTANCE - REFER TO A1.05-A1.07 BCBC 2012 - TABLE 9.10.15.4

CODE REFERENCE

DEDICATIONS 29,601.7sqft.

TOTAL NET AREA PARCEL 258,767.5 sqft 24,039.50 sm.

PORTION "A " ROAD ALLOWANCE 1,504sqft. 139.72 sm.

UPO AREA (m²)

LD (m)

UPO (%) PERMITTED

UPO (%) PROPOSED

FIRE COMPARTMENT

ELEV

EBF AREA (m²)

UNIT B

FRONT

43.85

6.50

4.00

34.67

14.82

UNIT B

REAR

54.43

10.08

4.00

49.29

18.52

UNIT B

SIDE

80.78

4.50

1.20

5.56

UNIT B2

FRONT

43.85

5.80

4.00

76.14

13.23

UNIT B2

REAR

54.43

10.08

4.00

51.93

18.52

UNIT B2

SIDE

80.78

5.16

1.20

6.39

UNIT D(a)

FRONT

29.46

9.85

4.00

33.46

UNIT D(a)

REAR

39.00

7.97

4.00

90.88

20.43

UNIT D(b)

FRONT

24.08

8.22

4.00

34.14

UNIT D(b)

REAR

44.38

9.59

4.00

67.32

21.61

UNIT D(am)

FRONT

29.46

8.54

4.00

93.34

29.00

UNIT D(am)

REAR

39.00

8.54

4.00

79.23

21.87

UNIT D(bm)

FRONT

24.08

6.92

4.00

93.34

28.72

UNIT D(bm)

REAR

44.38

10.16

4.00

79.23

22.89

UNIT E

FRONT

55.16

8.08

4.00

39.06

14.64

UNIT E

REAR

85.93

23.32

4.14

28.72

27.14

UNIT E(e)

FRONT

56.44

8.08

4.00

39.06

14.32

UNIT E(e)

REAR

87.84

23.32

4.07

28.72

26.55

UNIT E(e)

SIDE

73.45

3.32

1.20

4.53

AMENITY

FRONT

26.51

9.86

3.87

88.84

37.18

AMENITY

REAR

26.51

8.33

3.44

100.00

31.42

AMENITY

SIDE (WEST)

23.93

0.00

1.68

10.10

0.00

AMENITY

SIDE (EAST)

26.75

3.99

2.22

35.22

14.92

HYDRO R.O.W 20,027 sqft. 1860.50 sm.

PORTION "B " OF TOTAL NET 5,418.2 sqft. 503.35 sm.

PORTION "C " OF TOTAL NET 253,349.3 sqft. 23,536.15 sm.

AREA DEDICATIONS HYDRO R.O.W.

DEDICATIONS DIAGRAM Scale: NTS

SUBJECT SITE PROJECT DATA BUILDING CODE

A0.02 2

LOCATION MAP

35m TOS:35m

7. :3

BOS:32m

6.6

30m

4:1

4.3

TO TOW:36.4

8m TOW:36.0 5m

W TO

35.42m

36.85m

TOW:36 .05m

BOW:37.9 0m TOW:38.6 0m

7m W TO

35 .6

6.4

6 6.

25%

5.4

:3 W

4.1

TOS:31.1m

2.7

8.3 %

36.75m

31%

36.75m TOW:36.7

57 %

35.25

1 4" ] '-7 22 89m . [6

A1.09

40m

BOW:35.0

20' [6.10m]

R O O 3m FL .6 R N 38 OO m L 0 AI = M .E. R F 5.3 F 3 F. WE . = LO .F.E F

R O O 5m FL 4.8 R N 3 OO m L 2 AI = M .E. R F 1.5 F 3 F. W E . = LO .F.E F

R O O 5m FL 4.8 R N 3 OO m L 2 AI = M .E. R F 1.5 F 3 F. WE . = LO .F.E F

R O O 5m FL 4.8 R N 3 OO m L 2 AI = M .E. R F 1.5 F E 3 . F W .= LO .F.E F

EN IT Y AM

DO UT O

R O O 83m FL 7. OR N 2 LO 0m AI = 5 M .E. R F 24. F F. WE . = LO .F.E F

% 4.5

70 .7 0

87 .6 3

UN IT

-3

#1 8

BL DG

14.0

EN IT

.65

UT DO

PH PH AS AS E E 2 3

256.18m²

W:1

m .87

6.8%

10m

5m .9 15

.3 2

2.2

W:1 0.9 BO

TO 0m

6.3 :1

0m 5m 6.3 4.9 60m :1 W:1 W:13. TO TO

W TO

.90 :10 OW

TOW

E( e)

:9.5

:8.3

14'-111 4" [4.55m]

18'-81

4" TOW:13.47m [5.70m]

8.0

TOW:12.12m

21'-212" [6.46m]

3:1

5.8

3.1

1.8

8m 0.4

:1 W

13.47m

TOW:

9.13

TOW:14.86m

PUMP STAT.

16'-43 4" [5.00m]

97m TOW:16.

E( e)

3m 8m

5'-103 4" [1.80m]

2.12m

TOW:1

12m

TOW:10.

SETBACK .12m

TOW:8

BOW:6.9m

6.0

13'-112" [4.00m]

1.9

4.5

UN I

20'-11 2" [6.13m] 17'-81 4" [5.39m] 14'-71 2" [4.46m]

W TO

3.3

16'-43 4" [5.00m]

6.0

16'-43 4" [5.00m]

EL 12 EC '-9 1 . C 2" LO SE

8'-212" [2.50m]

DN 14

DN 14 CH IM

LOWER VICTORIA DRIVE

SITE PLAN Scale: 1:500

8'-612" [2.60m]

MINIMUM WIDTH

OFF-SITE

SITE PLAN

PROPOSED PROPERTY LINE EXISTING PROPERTY LINE

EXISTING PROPERTY LINE

19'-01 4" [5.80m]

0m BOW:8.2

REG

4+ 91 2" m ]

5.00m

TOW:9.42m

[2 R [R 9'-1 3.2m 0" 0 6.0 0m :1 ] 7m W TO 4.6 20' :1 W [6.10m] TO

9'-6" [2.90m]

m :10.77

TOW

9'-6" [2.90m]

BOW

56m

TOW:14.

-3

UN IT

DIM W/ REQ'D CLEARANCE

25 :12.

TOW

IH C

16.67m TOW:

94 95

3.6 0m

8'[2 9 21 .7 " m ]

4+20

2 [6 0' m ]

ADDIT' SM. CAR

W:1

BOS:7.00m 3:1

10.0

.5 5

1+ 2 [6 0' m ]

ADDIT' SM. CAR

16.30m

1+00 17.47

.95

W:1 4

TO W:1

W:1 6.0 0m

UN IT

-6

9 #1

DG BL

ADDIT' SM. CAR

08 17.

1 ADDIT' [5 6'-6 SM. .0 " m ] CAR

ADDIT' SM. CAR

0 1+1

17.15

1 [5 6'-6 .0 " m ]

4+ 10

3'-

28'-7" [8.71m]

31'-63 4" [9.62m]

.0 7

8'-

0 20' [6.10m]

31' [9.45m]

4.35%

12.0

BL D

IT UN

1 #2

DG BL

18.34m

TOW:

34'-33 4" [10.46m]

VISITOR PARALLEL

.2 :18

23' [7.01m]

VISITOR

:1 OW

6.1

W:1

19'-01 4" [5.80m]

m 21.57 TOW:21. 07m

TOW:

TOW:23.20m

23.40m

TOW:23.70m

8 .3

TRAIL

TOW:16. 00m

40 1+

] m

6.8

-3

SETBACK PROPERTY LINE

1+ 50

20' [6.10m]

R O O 3m FL 7.8 OR N 2 LO 0m AI = 5 M .E. R F 24. F F. WE . = LO .F.E F

R O O 3m FL 7.8 OR N 2 LO 0m AI = 5 M .E. R F 24. F E = . R F W . O O 83m LO .F.E FL 7. OR F N = 2 LO 0m I A . 5 M .E R F 24. F F. WE . = LO .F.E F

3 4"

1 .0

UN IT

74 IT

)

-4

D( a)

D( b

D( a)

20.45m

TOW:

:17.10 m BOW :16.20 m

O O UT D O

R O O 83m FL 7. OR N 2 LO 0m AI = 5 M .E. R F 24. F R F. WE . = O O 83m LO .F.E FL 7. OR F N 2 O m AI . = FL .50 M .E R 24 F F. WE . = LO .F.E F

R O O 83m FL 7. OR N 2 LO 0m AI = 5 M .E. R F 24. F F. WE . = LO .F.E F

R O O 83m FL 7. OR N 2 LO 0m AI = 5 M .E. R F 24. F E = . F W . LO .F.E F

[8 4. 04

30 1+

75 3

PH PH AS AS E E 2 3 B

TOW

m 17.25 TOW:

R O O 3m FL .6 R N 38 OO m L 0 AI = M .E. R F 5.3 F 3 F. W E . = LO .F.E F

R O O 3m FL 8.6 R N 3 OO m L 0 AI = M .E. R F 5.3 F 3 F. WE . = LO .F.E F

R O T SI VI R TO SI VI

R O O 85m FL 4. OR N 3 LO 2m AI . = 5 M .E R F 31. F F. WE . = LO .F.E F

1 2"

6 9'-

[3 11' .3 5m ]

70 20 1+

-4

3 #1 DG m TOW: 18.42

Y NE IM CH

UN I

68 8'[2 9 21 .7 " m ]

1+10

22.1

P.M .T

.1 4

TOW: 19.77

NE IM CH

R O O 85m FL 4. OR N 3 LO 2m AI . = 5 M .E R F 31. F F. WE . = LO .F.E F

R O O 85m FL 4. OR N 3 LO 2m AI = 5 M .E. R F 31. F F. WE . = LO .F.E F

H. 16 '-2 3 .9 4m 4 " ] [4

-8 5

DG BL

F. H.

9 .6

4+ 00

5 .8

R O O 68m FL 8. OR N 3 LO 5 m AI = 3 M .E. R F 35. F F. WE . = LO .F.E F

R O O 68m FL 8. OR N 3 LO 5m AI = 3 M .E. R F 35. F F. WE . = LO .F.E F

R O O 68m FL 8. OR N 3 LO 5m AI = 3 M .E. R F 35. F E = . F W . LO .F.E F

R O O 68m FL 8. OR N 3 LO 5m AI = 3 M .E. R F 35. F F. WE . = LO .F.E F

13 '-9 1 .2 4 " 0m ]

[4 16 [4 '-2 3 .9 4m 4 " ]

60 3+

2 [6 0' m ]

62 8'91 .7 2 " m ]

50 3+

31'-53 4" [9.59m]

29' [8.84m]

P PH HAS AS E E 1 2

IT S UN

1 [5 6'-9 .1 " 0m ]

S IT

61 .9 6

7 .0

23 m .10

:23

.60 :22 TO W

0 .5

-5

:34. 80m

TOW :33. 58m

TOW

-6

4 #1

BL DG

60 40

3+ 8'91 .7 2 " m ]

30 3+

TO W

34 91 2" m ]

8'-

50 1+

40 34

29 24 [7 '-6 1 .4 2 " 8m ] TOW :34.72 m TOW :33.50 TOW :32.40 m m

55 8 .1

19 1+

23 1+

] m 2. 46 [1 3 30

91 .7 2 " m ]

8'-

1+ [3 12' .6 6m ]

54 20 3+

8'-

UN -6 #5

DG BL

[3 11' .3 5m ]

5'53 .6 4 " 7m ] [3 11' .3 5m ]

P PH HAS AS E E 1 2 53

91 2" m ]

IT S

SE T

8'11 "

S IT UN

-4

BL DG

H. S

-3

UN IT

-6 2 #1

23 1'-

53 45 4 " m ]

[0 .

33 [1

34.89

1+30

-3 1

0 .0 " 0m ]

[4 16' .8 7m ]

33 .9 6 1+ 40

[2 9 21 .7 " m ]

47 48

2 [6 0' m ]

60 1+

3 .8 31

70 1+

91 2" m ]

8'-

3 .1 31

80 1+

8'-

37 32

T EN NU M

M O

1 [5 9'-1 .8 " 1m ]

S IT UN

-4 #8

.2 3

" 11 8'-

UN I

-6 0 #1

BL D

11 [3 '-0 1 .3 4 " 6m ]

TB AC

R O O 3m FL 8.6 R N 3 OO m L 0 AI = M .E. R F 5.3 F 3 F. W E . = LO .F.E F

1 2" '-7 m] 22 .89 [6

1 2" '-8 m] 20 .31 [6

. F. H

LI NE

BA CK

RT Y PE O PR E IV DR A RI O CT VI R PE UP H. F.

NE LI RT Y O PE PR 1'11 .3 4 " 3m ]

0.3 S:3

IT O R

VI S

2 [0 '-4 .7 4 " 2m ]

VI SI TO

45'-01 2" [13.73m] 3 42'-0 4" [12.82m]

M F. AI LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 13m 23 O .8 R 0m

.3 4 " 7m ]

UN IT

M F. AI L F.E N F O W . = LO F. ER 27 OR E. . = FLO 13m 23 O .8 R 0m

M F. AI L F.E N F O W . = LO F. ER 19 OR E. . = FLO 80m 16 O .4 R 7m

M F. AI LO F.E N F W . = LO F. ER 23 OR E. . = FLO 20m 19 O .8 R 7m

M F. AI LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 13m M 23 O F. AI .8 R 0m LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 13m 23 O .8 R 0m

NE Y

[0 0" .0 0m ]

UN I

M F. AI L F. N F E O W . = LO F. ER 27 OR E. . = FLO 13m 23 O .8 R 0m

M F. AI LO F.E N F F. W . = LO F. ER 20 OR E. . = FLO 28m 16 O .9 R 5m

M F. AI L F. N F E O W . = LO F. ER 30 OR E. . = FLO 75m 27 O .4 R 2m

1'-

.2 9

.51

M F. AI LO F.E N F W . = LO F. ER 20 OR E. . = FLO 28m 16 O .9 R 5m

M F. AI LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 13m 23 O .8 R 0m F.

M F. AI L F NF . E O F. W . = LO F. ER 23 OR E. . = FLO 20m 19 O .8 R 7m

M F. AI L F.E N F O W . = LO F. ER 31 OR E. . = FLO 35m 28 O .0 R 2m

M F. AI L F.E N F O W . = LO F. ER 34 OR E. . = FLO 33m 31 O .0 R 0m

VI SI T

M F. AI LO F.E N F F. W . = LO F. ER 31 OR E. . = FLO 75m 28 O .4 R 2m

M F. AI LO F.E N F F. W . = LO F. ER 34 OR E. . = FLO 98m 31 O .6 R 5m

VISIT PAR OR ALLE L

M F. AI LO F.E N F F. W . = LO F. ER 20 OR E. . = FLO 70m 17 O .3 R 7m

M F. AI L F. N F E O F. W . = LO F. ER 23 OR E. . = FLO 05m 19 O .7 R 2m

M F. AI LO F.E N F F. W . = LO F. ER 34 OR E. . = FLO 98m 31 O .6 R 5m

8.2

CH IM NE

M F. AI L F.E N F O W . = LO F. ER 22 OR E. . = FLO 75m 19 O .4 R 2m

12'-93 4" [3.90m]

.50

W:1

M F. AI LO F.E N F F. W . = LO F. ER 17 OR E. . = FLO 17m 13 O .8 R 4m

M F. AI LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 03m 23 O .7 R 0m

IT O

'-8 1 1m 2 " ]

VISIT PAR OR ALLE L

)

[5 8 .8 6m [6 9. ] 35 m

M F. AI LO F.E N F W . = LO F. ER 26 OR E. . = FLO 73m 23 O .4 R 0m

M F. AI LO F.E N F F. W . = LO F. ER 35 OR E. . = FLO 63m 32 O .3 R 0m

26.50

]

M F. AI LO F.E N F F. W . = LO F. ER 33 OR E. . = FLO 00m 29 O .6 R 7m

M F. AI LO F.E N F F. W . = LO F. ER 35 OR E. . = FLO 63m 32 O .3 R 0m

22 '-7 1 9m 4 " ]

2+30

:19

W TO

TOW:20.50m BOW:20.0 5m

M F. AI L F.E N F O F. W . = LO F ER 26 OR . E. . = FLO 73m M 23 O F. AI .4 R 0m LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 28m 22 O .9 R 5m

M F. AI LO F.E N F F. W . = LO F. ER 36 OR E. . = FLO 28m 32 O .9 R 5m

0.5

W:2

M F. AI LO F.E N F F. W . = LO F. ER 17 OR E. . = FLO 17m 13 O .8 R 4m

M F. AI LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 28m 22 O .9 R 5m

M F. AI LO F.E N F W . = LO F. ER 33 OR E. . = FLO 60m 30 O .2 R 7m

:20

M F. AI LO F.E N F F. W . = LO F. ER 16 OR E. . = FLO 87m 13 O .5 R 4m

M F. AI LO F.E N F W . = LO F. ER 26 OR E. . = FLO 28m 22 O .9 R 5m

10 '-

RE RE S M UN IDE OT N E I VI T # TIA SI 92 L TO R

CH IM NE

M F. AI L F. N F E O F. W . = LO F. ER 34 OR E. . = FLO 05m 30 O .7 R 2m

M F. AI L F. N F E O F. W . = LO F. ER 37 OR E. . = FLO 23m 33 O .9 R 0m

T 16'-4" [4.98m]

E( e)

M F. AI LO F.E N F F. W . = LO F. ER 37 OR E. . = FLO 53m 34 O .2 R 0m

FUTURE ROAD ALIGNMENT

9.5

W:1

[5.73m] 20m TOW:21.

M F. AI LO F.E N F W . = LO F. ER 20 OR E. . = FLO 65m 17 O .3 R 2m

M F. AI L F. N F E O W . = LO F. ER 26 OR E. . = FLO 43m 23 O .1 R 0m

M F. AI LO F.E N F F. W . = LO F. ER 37 OR E. . = FLO 53m 34 O .2 R 0m

'-8 1 0m 4 " ]

17.0 8.2

W:1

VI SI

E( e

15m

IH C

M F. AI LO F.E N F F. W . = LO F. ER 20 OR E. . = FLO 19m 16 O .8 R 6m

M F. AI LO F.E N F F. W . = LO F. ER 37 OR E. . = FLO 83m 34 O .5 R 0m

PR O

M F. AI LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 43m 23 O .1 R 0m

22 [6 '-6 3 .8 8m 4 " ]

IS TI NG

10:1

16.016.00m

M F. AI L F.E N F O F. W . = LO F ER 20 OR . E. . = FLO 19m M 16 O F. AI .8 R 6m LO F.E N F F. W . = LO F. ER 19 OR E. . = FLO 48m 16 O .1 R 5m

M F. AI LO F.E N F W . = LO F. ER 35 OR E. . = FLO 00m 31 O .6 R 7m

M F. AI LO F.E N F F. W . = LO F. ER 22 OR E. . = FLO 65m 19 O .3 R 2m

3:1 OP E

M F. AI L F. N F E O F. W . = LO F. ER 22 OR E. . = FLO 95m 19 O .6 R 2m

M F. AI LO F.E N F W . = LO F. ER 35 OR E. . = FLO 00m 31 O .6 R 7m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 63m 35 O .3 R 0m

M F. AI LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 43m M 23 O F. AI .1 R 0m LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 88m 23 O .5 R 5m

E( e)

3 55m TOW:22. 18'-9 4"

M F. AI LO F.E N F F. W . = LO F. ER 19 OR E. . = FLO 48m 16 O .1 R 5m

M F. AI L F. N F E O W . = LO F. ER 34 OR E. . = FLO 85m 31 O .5 R 2m

M F. AI L F. N F E O F. W . = LO F. ER 23 OR E. . = FLO 40m 20 O .0 R 7m

M F. AI LO F.E N F F. W . = LO F. ER 38 OR E. . = FLO 63m 35 O .3 R 0m

VI SI

M F. AI LO F.E N F F. W . = LO F. ER 26 OR E. . = FLO 88m M 23 O F. AI .5 R 5m L F.E N F O W . = LO F. ER 27 OR E. . = FLO 33m 24 O .0 R 0m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 63m 35 O .3 R 0m

CH IM NE

M F. AI L F.E N F O W . = LO F. ER 34 OR E. . = FLO 85m 31 O .5 R 2m

'-8 1 0m 4 " ]

SI TO

M F. AI L F.E N F O F. W . = LO F. ER 38 OR E. . = FLO 63m 35 O .3 R 0m

'-6 3 8m 4 " ]

M F A L .F IN . E O W . FL F. ER = 2 OO 3. R E. = FL 90m 20 OO .5 R 7m

M F. AI L F.E N F O W . = LO F. ER 34 OR E. . = FLO 85m 31 O .5 R 2m

10 '-0 "

m 5m 0m 5m .20 9.8 8.5 2.5 :21 :1 :1 W W W TO TO BO

M F. AI LO F.E N F W . = LO F. ER 27 OR E. . = FLO 33m 24 O .0 R 0m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

3:1 SLOPE 3:1 SLO PE

M F. AI LO F.E N F LO W . = F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

3:1 SLOPE

M F. A LO F.E IN F L W . F. ER = 2 OO 3. R E. = FL 90m 20 OO .5 R 7m

VISITOR

M F. AI LO F.E N F F. W . = LO F. ER 27 OR E. . = FLO 33m 24 O .0 R 0m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

UNIT B

3.9

VI SI

UNIT D(b-m)

90m TOW:23.

UN IT

E( e)

3:1

19.0

W TO

M F. AI LO F.E N F F. W . = LO F. ER 19 OR E. . = FLO 48m 16 O .1 R 5m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

'-8 1 0m 4 " ]

UNIT D(a-m)

1.2 :2

M F. A LO F.E IN F F. W . = LO F. ER 2 O 3. R E. = FLO 90m 20 O .5 R 7m

M F. AI LO F.E N F W . = LO F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

2 [6 2'-7 .8 " 8m ]

UNIT B

RE RE S M UN IDE OT IT NT E #8 IA 2 L

M F. AI L F. N F E O F. W . = LO F. ER 38 OR E. . = FLO 58m 35 O .2 R 5m

UNIT D(b-m)

16.37

)

m :15.02 TOW

13.97

e E(

11.57

17.69

19.26

TOW

2.5

:2 W

m .82

9.5

18.39m

TOW :17.25 m m :16.37

TOW

C IH

07m

IH C

3.9

.7 23

N M

" 92 ] 8'- .7m [2

UN I

205.53m²

16.25m

ADDIT' SM. CAR

9 ] 8'- .7m [2

18m

TOW :17.25

BOS:18.00m

R9'-10" [R3.00m ]

ADDIT' SM. CAR 1 " 2

ADDIT' SM. CAR

17.75m

UN IT

TOW:18.

72m :17.

m 7.72

22.55m

TOW:19.5

TOW:19.32m

42m

23.0

20m

30'-1112" 23.90m [9.43m]

20' [6.10m]

" '-6 ] 16 .0m [5

TOW:20.

TOW:26.2

ADDIT' SM. CAR

20.44m

7.5

33'-113 4" [10.36m]

ADDIT' SM. CAR

TOW:

IH C

25.0

W TO

21.0

42m

:20.

ADDIT' SM. CAR

TOW:

m .42

2m 0.4 W:2 TO 7m 19.6

9.3

2 [6 0' m ]

m W:20.34

3+80

EC . 13 CL '-9 OS ET 1 2"

E( e)

0 W:2

22.45m TOW:

UN I

270.76m²

1.3

BOW:24.0 0m

20.50m TOW:

UN I

W:2

21.35m W:21.35m

2.6 W:2

.3 :21

m .60

2 W:2 TO

0m 2.6

TOW

:19.

TOW

1.3

W:1 TO

W:2

ADDIT' SM. CAR

UN IT

3.0

CONSTRUCTION ACCESS FOR PHASE 3 & 4

EXISTING PROPERTY LINE

23.1

m OW:2 T 0m 3.1 W:2

0 23.1

ADDIT' SM. CAR

YE NM

ADDIT' SM. CAR

2 [6 0' m ]

ADDIT' REG CAR

ADDIT' SM. CAR

21.4

.22

1.3

0 9 :2 13'-7" 8.6 W :2 W TO [4.14m] TO

24.50m

BOW:23.2 0m

[8 ADDIT' REG CAR

ADDIT' SM. CAR

TOW

TOW: 23.7 0m

29 '-0 3 .9 4 " m ]

) (b

TOW: 24.8 0m

ADDIT' REG CAR

1 [5 6'-6 .0 " m ]

1+00 21.51

ADDIT' SM. CAR

ADDIT' 1 SM. [5 6'-6 .0 " CAR m ]

a) D(

20.50

42 :20.

BOW:23.7 0m

TOL:23.00m

ADDIT' SM. CAR

PROPERTY LINE PROPOSED 23.34 22.26

TOW: 25.9 3m

TOW

77 :21.

TOW

SETBACK 24.22

12m

9 23.2

23.40

23.51

:23.

D( b)

3+10

3+00

2+90

23.64

ADDIT' REG CAR

VISITOR PARALLEL

2+80

TOW

25.07

)

D( a)

23.91

)

D( a

D( b)

2+70

VISITOR PARALLEL

17'-3" [5m]

24.32

PHASE 2

D( b

D( a)

TOW:24.0

UN IT

)

TOW:25.1

0m TOW:26.5

UN IT

)

e) E(

2+60

MONUMENT

TR Y

m :24.53

D( a)

D( b

19'-01 4" [5.79m]

.93m

D( a)

TOW:24.0 0m

TOW:26.2

6.1

TOW:25.10m

VISITOR PARALLEL

TOW:30.6 0m TOW:29.2 5m TOW:27.9

TOW:26.3 0m

TOL:26.20m

25.6

24.

27.78

TOW:26.7 5m

TOL:26.25m

2.3

:3 W

I UN

:25.78

TOW: 25.9 3m

TOL:27.69m

TOW:28.06m

TOW:30.8

UN IT

31.40m

TOW:29.4

TOW: 26.93m BOW: 25.93m TOW: 26.9

UN I

TOW

E( e)

TOW: 26.93m

TOW:28.2 0m

TOW:26.7

TOW: 27.0

TOW:29.6

TOW:29.4

TOW:

22m

:276

VISITOR PARALLEL

SI TE

TOW

7m BOW:28.3 2m

TOW:26.76m

MONUMENT

F.H.

TOW:29.5

:27.

TOW

2+40

R TO

T EN SID

YENMIHC

2 A1.05

TOW

ND 41

UNIT E(e)

57 :28.

PHASE 1

TOW:31.6 0m BOW:30.3 8m

TOW

BOW:25.56m

UN IT

0m BOW:26.3 0m

TOW:31.4

TOL:31.29m TOW:31.29m

UN IT

UN I

28.14

TOW: 28.11m

UN IT

0m TOW:26.9

TOL:31.35m

0m TOW:32.4

UN IT

IDEN

RES

BOW:26.91m

TO R

UN IT

TOW:26.9 0m BOW:26.3 0m

TOW:33.5

TOW: 24.8 0m BOW:24.9 3m

UN I

UN IT

m 9.82

29.85 20' [6m]

TOW:34.7 2m

VI SI

:2 TOW

TOW:32.35m

1 7'-

TOW:27.0

-8

" 3 4 '-1 m] .5 [5

O R.

TOW:30.0

UN I

COMMON AMENITY 32.98 SM (155 SM TOTAL REQ.)

P.M.T.

ADDIT' REG. CAR

TOW:28.32m BOW:27.1 0m

TOW:31.4

FFE:34.85m

TOW:29.6

TOW:32.35m

3:1 OP E

TOW:30.49m

2+00

2+10

m .21 30 0.06mm 6 W: :3 BO TOW : 28.8 W BO TOW: 28.71m BOW: 27.51m

29.51

UN IT

D( b

TOW:27.5

28.5

UNI

BOW: 28.66m

8 0.3

BOW:31.47m

TOL:34.72m

3:1 SLOPE

R ITO VIS LLEL RA PA

BOW:28.58m

UNI

BOW:28.4 5m TOW:31.4 5m

-'3

TOW:29.86m

TOW :30.08 m

TOW:29.78m

UNI

TOW:28.32m

1'-

31.55

BOW:30.06m TOW:31.26m

190.70m²

M O

E( e)

32.30m

UNI TS

ADDIT' REG. CAR

YE N

TOW:27.8 "

TOW:25.1

BOS:29.62m

T0W:30.20m TOW:31.26m TOW:29.86m TOW:29.86m BOW: 28.66m

53m

UNI

2 [6 0' m ]

ADDIT' REG. CAR

19 '-1 1 .8 2 " m ]

'10

2:1

TOS:31.81m

TOW :31.

TOW:27.8

TOW:27.3. RO C 3m

TOW:27.5

m .38 :30 OS 1m B 8m 1.1 1.0 S:3 S:3 BO TO

BOW:30.06m

23m

UNI

3.7

25m

TOS:22.5m

TOW:28.3

TOW :34.

TOW :32.88

TOW:25.7 5m BOW:24.5 0m

UN I IT

5m BOW:28.4 5m

M N

D( am

bm )

)

33.07

F.H.

32.70m

VI SI TO

34.80m

BOS:24.75m

8m BOW:31.4 2m

TOW:31.4

TOW:26.3

TOW:32.4

:2 W

3:1

7.5 :2

5'-103 4" [1.80m]

TOW:31.4

D( am )

D( bm )

TOW:35.9 5m BOW:32.7 5m

35.6

TOW:34.75m BOW:33.5 3m

YE NM IH C

BOW:28.4

IT UN

UN I

19 '[5 1 1 .8 2 " m ]

TOW:33.7 0m

14 35.

BOW: 23.9 0m

YE NM

1+0

34.6

TOW:34.7 5m BOW:33.5 3m

UN I

16 UNITS

ND 41

TOW:37.0 LE TOWE:36.0 C

.W O

3:1 SLOPE

MAIL KIOSK

35.17

34.24

PG:34.00 m @ P.LIN E

lop

PG:36.40

9.5

1+1

G LD

0m 0m 9.8 1.0 :2 :3 W W BO

TOW:25.1

-3

5m 8.6

1 A1.13

m PG:36.54

)

am )

D( bm

.01 36

35.47

lope %S

TOW:35.55m BOW:34.3 0m

UN IT

UN UN

BOW:36.6 3m

36.20

COMMON AMENITY 133.83 SM (155 SM TOTAL REQ.)

TOW:37.63m

9.5

MUP

2.3

:3 W

16'-7" [5.06m]

TOW:29.6

TS NI

A1.12

3.7

TOW:24.85m

IT UN

UN IT

TOW:32.48m BOW:31.4 2m

70 1+

:3 W

2 [6 0' m ]

6 4.

29.0

36.77

ADDIT' REG. CAR

19 '[5 1 1 .8 2 " m ]

34.6

35.20m

TOW:36.3 2m BOW:35.1 0m

TOW:38.30m BOW:35.2 5m

7 .5 34

5m 9.3

TS NI

-3

SI T

BOW:36.8 3m TOW:37.63m

1 [5 9'-1 .8 " m ]

90 1+

34.83

ADDIT' SM. CAR

ADDIT' REG. CAR

TOW:38.43m BOW:37.25m

TOW:38.4 3m BOW:37.2 5m

00 2+

27.0

:3 W

m )

1 2" '-1 ] 19 .8m [5

lop

3553

16 UNITS

)

34.8

7 .5 34

5m 0m 2.3 1.0 :3 :3 W W TO

' 20 ] m

)

TOW:38.43m BOW:37.50m

1+ .0

am )

)

SIDE WALK 9.5

m )

O O

)

37.34

.1 1

m PG:41.50NE @ P.LI

UN IT

D( b-

80 1+

EL EC

TOW:38.57m

UN IT

ADDIT' REG. CAR

0 .7

30 2+ 3 .8 34

5.0

0 .5 34

" 2 9 ] 8'- .7m [2

20 34

12 13

1 2" '-1 ] 19 .8m [5

)

m b-

m a-

UN IT

"7m '-3 35.25 11 3m] [3.4

9 ] 8'- 7m . [2

3.7 :3

5m 5.0

R9'-10" [R3.00m ]

ADDIT' REG. CAR

" 2

5.0

3 4

32'-10" TO [10.00m] 29'-111 4" [9.12m] 35.00

20' [6.10m]

TE L O IA M NT RE IDE #2 S IT RE UN

1 2" ] '-8 20 31m . [6

)

-6

R O O 3m FL .6 R N 38 OO m L 0 AI = M .E. R F 5.3 F 3 F. W E . = LO .F.E F

)

m a-

)

IT b-

-m (a D

IT T

37.88

TOW:36.37m TOW:36.2

38.41

A1.11

2: 1

UN D(

UN I UN

TOW:38.3

BOW:35.2

' 11 5m] .3 [3

TS NI

TOW:38.30m

IT N U

38.76

6' B . SU EC M EL O RO

TOW:38.4

G LD

R O O 3m FL 8.6 R N 3 OO m L 0 AI = M .E. R F 5.3 F 3 F. WE . = LO .F.E F

m bD(

m b-

TOW:38.6

TOW:38.37m

T IT UN

m aD( B2

38.76

-6

TOW:36.1

I UN

UN IT

UN IT UN

38.73

TOW:38.4

2.1

:3 W

38.47

38.58

TOW:36.1 5m BOW:35.2 5m

TOW:38.6

TOW:37.0

A1.10

3:1

35.2

38.54

221.50m²

% 57

38.01

TOW:37.4 0m

PARKING STALLS Scale: NTS

8'-1014" [2.70m]

A1.01

12'-33 4" [3.76m]

36'-6" [11.13m] UNIT B

22'-3" [6.78m] APRON 20' 8' [6.10m] [2.44m] INTERNAL ROAD APRON

45m

35' [10.67m] UNIT E

13' [3.96m] YARD

8'-5"

EL:37.23m

55m

50m

22'-63 4" [6.87m] YARD

40m EL:36.66m

PROPERTY LINE

SETBACK

SETBACK 13'-112" [4.00m]

45m

16'-6" [5.03m] APRON

41' [12.50m] UNIT D

40m

20' [6.10m] INTERNAL ROAD

EL:122.15'

EL:30.27m EL:99.31'

23'-51 4" [7.14m] YARD

10'-11"

20' [6.09m] DRIVEWAY

EL:87.70'

EL:85.79'

EL:23.40m

EL:23.05m

EL:22.72m

EL:76.77'

F EXIS

TING G

RADE

~18%

12' [3.66m]

30m

3 25m

EL:75.62'

EL:74.54'

LINE O 20m

20'-812" [6.31m] APRON

36'-6" [11.12m] UNIT B

EL:26.73m

EL:26.15m

25m

35m

13' [3.96m] YARD

3'-0"

30m

35' [10.67m] UNIT E

RETAINING

EL:110.23'

3% slope

RETAINING

8' [2.44m] APRON

EL:33.60m

EL:111.22'

RETAINING

EL:33.90m

10'-11"

35m

EL:19.72m EL:64.70'

EL:19.80m

EL:19.47m

EL:64.95'

EL:63.89'

10'-11"

EL:120.28'

10'-11"

25'-2" [7.67m]

RETAINING

50m

RETAINING

30' [9.14m] UPPER VICTORIA DRIVE

PROPERTY LINE

55m

20m EL:15.80m

EL:16.47m

EL:51.85'

EL:15.69m

EL:54.04'

3% slope

3'-0"

EL:51.46'

15m

EL:14.51m EL:47.61'

15m

EL:13.22m EL:43.38'

EL:11.93m EL:39.16'

EL:10.85m EL:35.59'

10m

EL:0.00m

EL:0.00'

SITE SECTION Scale: 1:250

25m

EL:33.60m

20m

EL:110.23'

EL:30.27m

7'-83 4"

EL:15.80m

14'-112"

EL:15.69m

3'-0"

EL:99.31'

8'-014"

13'-8"

EL:51.85'

EL:14.51m

3'-0"

EL:51.46'

EL:47.61' 4'

12'

3'-6"

EL:26.15m

EL:43.38'

16'-012" [4.89m]

3'-101 4"

EL:85.79'

4' 3'-4"

EL:23.40m P.L.

EL:76.77'

SITE SECTION Scale: 1/8" = 1'-0"

15m

EL:13.22m EL:11.93m EL:39.16'

EL:10.85m EL:35.59'

10m

SITE SECTIONS #4

SITE SECTION Scale: 1/8" = 1'-0"

A1.12

W L

17'-11"

1' 11'-712" 8'-412"

31'

11'

R L W R

11' 8'-412" 10'-1112" 2"

R W L

R W L W L

11' 10'-1112"

8'-412"

17:12

W R L W

11'

W R

2" BULKHEAD ABOVE

L W

W26

R W

W26a

BULKHEAD ABOVE

10'-111

8'-41

17:12

17'-11" 1'-512"

4:12

UNIT E (mirrored)

ATTIC HATCH TYP.

12'-10"

GROUND FLOOR PLAN Scale: 1/8" = 1' - 0"

7'-8" 37'

14'-4"

4" 1'-8"

2 -

12'-10"

MAIN FLOOR PLAN Scale: 1/8" = 1' - 0"

22'

10'-10" 2"

6:12

W R

11'-71

17:12

8'-41

17:12

17'-9"

L W R

1' 214"

35'

BUILDING 6 FLOOR PLANS

8'-6"

FG:113.76'

BULKHEAD ABOVE

FG:103.25'

BULKHEAD ABOVE

4:12

UNIT E(e) (mirrored)

BULKHEAD ABOVE

FG:34.65m

FG:31.47m

33 4"

11'-712"

5'-1012"

BULKHEAD ABOVE

6'-3"

BULKHEAD ABOVE

5'-1012"

19'

4'-71 4"

20'

1'-512"

9'-6"

REG. CAR

31'

1'-6"

ATTIC HATCH TYP.

4:12

31'

UNIT E(e) (mirrored)

20'-13 4"

UNIT E(e) (mirrored)

9'-7"

REG. CAR

10'

11'-81

10'-81 4"

W26

4:12

10'-1112"

5'-212" W

BULKHEAD ABOVE

114"

W L R

1'-512" 10'-1112"

BULKHEAD ABOVE

30'-4"

5'-9"

18'-8"

BULKHEAD ABOVE

4:12

UNIT E (mirrored)

2" 9'-712"

REG. CAR

30'-4"

17:12

2" 17'-11" 30'-4"

27 153'

5'-9" 5'-212" L

W R REG. CAR

10'

19'-412" 5'-9" 1 2" 5'-2 2"

W R

4:12

W26a

BULKHEAD ABOVE

1'-6" 2'

W26

ATTIC HATCH TYP.

9'-7"

114"

W26

17:12

17'-11" 1'-512" 10'-1112"

5'-9" 5'-212" 2" 9'-712"

REG. CAR

18'-8" 11'-8"

BULKHEAD ABOVE

W26

9'-7"

REG. CAR

10'

30'-4"

10'-8"

UNIT E (mirrored)

30'-4" 19'-03 4"

BULKHEAD ABOVE

30'-4"

9'-712"

REG. CAR

R W L

153' R

BULKHEAD ABOVE

UNIT E (mirrored)

BULKHEAD ABOVE

W26a

1'-6"

71 4"

17:12

1'-512"

5'-1012" 9'-9"

REG. CAR

114"

W26

19'-412" 5'-9" 1 2" 5'-2 2"

71 4"

W26

4:12

ATTIC HATCH TYP.

UNIT E (mirrored)

30'-4"

153'

19'-03 4"

BULKHEAD ABOVE

UNIT E (mirrored)

9'-9" L R W

2' 10'

18'-8" 11'-8"

1'-6"

R W

2' 4"

11'-91 30'-4"

28 R W L

BULKHEAD ABOVE

10'-8"

UNIT E (mirrored)

4:12

W26

19'-412" 5'-9" 1 2" 5'-2 2"

71 4"

W26

9'-6"

REG. CAR REG. CAR

10'

11'-93

11'-33 4" 11'-314"

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL SMOKE/CO DETECTOR REFER TO ELECTRICAL

DW F. F.G. P. T.O.S. W/D

BULKHEAD ABOVE

ATTIC HATCH TYP.

UNIT E (mirrored)

30'-4"

BUILDINGSECTION MARK

BULKHEAD ABOVE

DETAILNUMBER REFERENCEDRAWING

DET. DWG.

1'-6"

19'-03 4"

WINDOWMARK

UNIT E(e)

W26

WALLASSEMBLYMARK

W23

No.

W26

UNIT E (mirrored)

FLOOR & ROOF ASSEMBLY MARK DOORMARK

BULKHEAD ABOVE

L W

No.

UNIT E(e)

CONC. STOOP TYP.

10'-6"

No.

FOUNDATION OVER TYP.

BRICKCLADDING /BRICKLEDGE

1'-6"

LEGEND: TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

19' 29

UNIT E(e)

2 WASTE COLLECTOR CARS (TYP.) (1'7"X 1'10")

WALL HUNG BIKE RACK (TYP.) (6'X2')

20'-13 4"

31'

2hr

DENOTES 2 HR. FIRE RESISTANCE RATING

BULKHEAD ABOVE

31'

BULKHEAD ABOVE

20'

DENOTES 1 HR. FIRE RESISTANCE RATING

4'-71 4"

(SEE ALSO CODE REPORT FROM LMDG)

17:12

6'-3"

DECK TYP.

3'-6"

21'

11'-712"

CHIMNEY

37'

6:12

10'-6"

5'-1012" 1'-1"

1' 4"

3'-6"

BULKHEAD ABOVE

33 4"

PARTY WALL & ATTIC FIRE RATINGS

L W

FG:34.80m FG:114.17'

12'-10"

2' L W

1'-8"

37'

A3.06

10'-2"

4'-2"

A3.06

7'-8"

L W

FG:103.25'

37'

FG:31.47m

12'-10"

2' R

8'-6"

A3.06

37'

3 -

UPPER FLOOR PLAN Scale: 1/8" = 1' - 0"

- BUILDING 6 AREAS

S.F.

S.M.

- GROUND FLOOR

2,728.08

253.45

- MAIN FLOOR

3,574.34

332.07

- UPPER FLOOR

4,259.69

395.74

- AREA TOTAL =

10,562.11

981.25

A2.06a

10'-10" 2' 7'-8"

37'

FOUNDATION PLAN

Scale: 1/8" = 1' - 0" 14'-4" 5m .8 4 3

4" 2'

1'-8"

2 -

1'-2"

4:12

1'-6" 6:12 6:12

6:12

14'-10"

Scale: 1/8" = 1' - 0"

2'-6"

UNIT E(e) (mirrored)

21'

6'-63

6:12

W30

4:12

W30

6:12 2"

4:12

17'-21

5'-212"

W L 4"

6'-63

17:12

4'-312"

8'-93 4"

1012"

4'-312"

30'-4"

9'-712"

6:12

18'-41

9'-9"

11'-10"

3 T. 4.8 O 0m .S LA B

2'-6" 2"

3 T. 4.8 O 0m .S LA B

18'-412"

11'-10"

9'-9"

3 T. 5.0 O 0m .W AL L

3 T. 1.6 O 7m .S LA B

19'-1"

4:12

6" 4:12

1'-6"

1' W

R L

1'-2"

17:12

5'-43

W L R

3 1'-2" 5'-4 4"

4'-10 2"

AL L

3 T. 1.6 O 7m .S LA B

12'-53 4"

31' 4'-814"

9'-21 4"

17:12

6'-93 4"

17:12

4'-81

8'-8"

4'-71 4"

34 T.O .95m .ST OO P

6'-4"

83 4"

31 .6 7m

3'-11"

3'-5"

5'-5"

9'-73 4"

4'-10"

3 T. 5.0 O 0m .W AL L

10"

1'-212"

3 T. 1.6 O 7m .S LA B

31' 7'-1114"

5'-93 4"

17:12

5'-93 4"

6'-3"

T. O

3 T. 5.0 O 0m 1' .W AL L 35 T. .0 O 0m .W A 1'-4" LL

214"

1' 1'

AL L

6:12

1'-2"

5'-43

R W

W30

17'-21

6:12

6'-63

W L

1'-6"

5'-43

21'

1'-2"

10'-8"

9'-9"

34 T.O .95m .ST OO 1

10"

1'-6"

R W

17:12

4:12

6:12

17'-212"

L L

2' 17:12

4'-312"

30'-4"

9'-712"

3 T. 1.6 O 7m .S LA B

6:12

6'-93 4"

W W

17:12

4'-312"

8'-93 4"

153'

1012"

6:12

R W

3 1'-2" 5'-4 4"

17:12

10'-8"

4'-10 2"

17:12

4'-312"

5'-212"

SLOPE DN

5'-93 4"

17:12

4'-312"

8'-93 4"

30'-4"

9'-9"

3'-11"

. 19'-1" O.W

3 T. 1.6 O 7m .S LA B

12'-53 4"

37'

17:12

5'-43 4"

1012"

9'-712"

17:12

1'-2"

3'-5"

T. O

4'-81

10'-8"

31' 4'-814"

34 T.O .85m .W AL L

8'-8"

4'-10 2"

3'-11"

5'-93 4"

5'-212"

34 T.O .80m .ST OO 1

34.8 5 T.O. m WAL L

9'-9"

UNIT E (mirrored)

1'-212"

3'-11" 9'-21 4"

16'-112"

34 T.O .80m .ST OO 1

3 T. 4.6 O 5m .S LA B

4'-10"

30'-4" 7'-93 4"

2 W

6:12

-2"

10"

3'-11"

4'-71 4"

16'-112"

0m .0 5 3

5'-1"

9'-5"

3'-11"

1' 1'

9'-61 4"

UNIT E (mirrored)

6'-3"

-2"

3 T. 1.5 O 2m .S LA B

. 19'-1" O.W

SLOPE DN

SLOPE DN 3 T. 4.5 O 5m .S LA B

3'-11"

16'-112"

34 T.O .80m .ST OO

UNIT E(e) (mirrored) 3 T. 4.5 O 5m .S LA B

3'-5"

-2"

10"

9'-61 4"

3 T. 1.5 O 2m .S LA B

4'-10"

m 85

. 34

10"

9'-61 4" 6'

3 T. 4.8 O 5m .W AL L

. 19'-1" O.W

5'-1"

3 T. 1.6 O 7m .S LA B

83 4"

m LL 00 WA . 35 .O. T

3'-012"

-2"

.W AL

13'-712"

3'-012"

3'-11"

4'-10"

3 T. 1.5 O 2m .S LA B

12'-53 4"

9'-61 4"

3 T. 1.5 O 2m .S LA B

3'-5"

5'-1"

13'-712"

6'-4"

11"

3 T. 4.8 O 5m .W AL L

3 T. 4.8 O 5m .W AL 19'-1" L

3 T. 1.5 O 2m .S LA B

3'-012"

3'-11"

4'-10"

3 T. 1.5 O 2m .S LA B

30'-4" 7'-93 4"

13'-712"

3'-5"

5'-5"

3 T. 4.8 O 5m .W AL L

31.57m T.O.C.

3'-012" 2"

2" 3 T. 1.5 O 2m .S LA B

31.57m T.O.C.

5m .8 4 3

UNIT E (mirrored)

2' 3 T. 3.8 O 7m .W AL L

3 T. 1.5 O 2m .S LA B

9'-5"

16'-11

3 T. 1.5 O 2m .W AL L

L 0m AL .0 .W 5 3 .O T 4:12

83 4"

5m .8 4 3

SLOPE DN

12'-53 4"

31.57m T.O.C.

UNIT E(e)

2'-6"

30'-4" 7'-93 4"

0m .0 35

3'-11"

9'-5"

DETAILNUMBER REFERENCEDRAWING 31.72m T.O.C.

SLOPE DN

B LA

1 14'-10"

W R

5 83 4"

BUILDINGSECTION MARK 13'-71

16'-112"

12'-412"

WALLASSEMBLYMARK 9'-61 4"

1'-8"

6 31' 7'-111 4"

DISH WASHER REFRIGERATOR FINISHED GRADE PANTRY TOP OF SLAB WASHER / DRYER 6" THICK FOUNDATION WALL SMOKE/CO DETECTOR REFER TO ELECTRICAL

9'-73 4"

WINDOWMARK

21 4" 83 4"

DW F. F.G. P. T.O.S. W/D

1'-512"

DET. DWG.

W23

153'

BRICKCLADDING /BRICKLEDGE

. 35

m 00

No.

FLOOR & ROOF ASSEMBLY MARK DOORMARK 2

13'-712"

10'-2"

No.

LEGEND: 3'-012"

4'-2"

No.

TYPICALBULKHEAD/ DROPPEDCEILING FIRERATED DROPPEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW 31.72m T.O.C.

7'-8"

1'-2" 5

2hr

3'-11"

B A3.06

DENOTES 1 HR. FIRE RESISTANCE RATING m L .02 AL 34 O.W T.

DENOTES 2 HR. FIRE RESISTANCE RATING m L .00 AL 35 O.W T.

(SEE ALSO CODE REPORT FROM LMDG)

5' 37' L W R

PARTY WALL & ATTIC FIRE RATINGS 3'-11" 2" 5

1 2' A3.06

A B

2' W

UNIT E(e)

W30

1'-6"

UNIT E (mirrored) 2'

2'-6"

UNIT E (mirrored) 2'

2'-6"

UNIT E (mirrored) 2'

2'-6"

1'-6"

BUILDING 6 FOUNDATION & ROOF PLANS

37' 2'

ROOF PLAN

A2.06b

UNIT - E(e)

UNIT -E

11b

39'-10 1/4"

39'-6"

A5.04

t/o plate EG

8'-1"

WINDOW SILL

W25

A5.03

W25

+2'-6"

5 A5.04

t/o subfloor

A5.02 888

9 11a

888

+8'-1 1/2" WINDOW SILL

888

3 W9

A5.03

D-01

FG:34.65m

D-01

D-04a

FG:113.67'

t/o subfloor

WINDOW SILL

+2'-6"

WINDOW SILL

10'-11" MAIN FLOOR

+4'-6"

D-01

D-04a

FG:114.16'

W20

A5.04

A5.03

FG:34.80m

W20

A5.04

15 17

TOW:34.80m

FG:114.16'

TOW:114.16'

A5.04

t/o subfloor

W21

WINDOW SILL

TOW:33.58m

TOW:110.16'

10'-11"

+8'-0"

7 A5.03

10'-11" MAIN FLOOR

5 A5.02

GROUND FLOOR

0'-0"

6 A5.04

FG:34.80m

D-01

D-04a

6 8

21'-10" UPPER FLOOR

WINDOW SILL

W8 BV

A5.04

10'-11"

39'-101 4" [12.15m]

21'-10" UPPER FLOOR

W25

A5.03

8'-1"

WINDOW SILL

t/o subfloor

29'-11" TOP OF WALL

t/o plate

+2'-0"

A6.02

A5.04

29'-11" TOP OF WALL +3'-0"

Ee ROOF PEAK

UNIT - E(e) 37' [11.28m]

E ROOF PEAK

1 2a

31'

2 A6.02

UNIT - E(e)

30'-4"

1 A6.02

9'-7"

10'-11"

Ee ROOF PEAK E ROOF PEAK

39'-6"

UNIT -E 121'-8" [37.08m] 30'-4"

30'-4"

39'-101 4" [12.15m]

39'-10 1/4"

41 4"

31'

41 4"

0'-0"

LINE OF EXISTING GRADE

t/o concrete

TOW:32.35m TOW:106.13'

FG:31.47m

EG:29.50m

GROUND FLOOR

FG:103.24'

EG:96.80'

t/o concrete

EG:30.50m EG:100.08'

LINE OF EXISTING GRADE @ BLDG FACE

EG:29.50m EG:96.80'

NORTH ELEVATION

Scale: 1/8" = 1'0" 28

UNIT - E(e)

UNIT -E

UNIT -E 121'-8" [37.08m] 30'-4"

30'-4"

UNIT -E

30'-4"

A6.01

Ee ROOF PEAK

39'-10 1/4"

12 17

E ROOF PEAK

37' [11.28m]

39'-10 1/4"

UNIT - E(e)

A6.02

31'

Scale: 1/8" = 1'0"

39'-6"

A6.01

Ee ROOF PEAK E ROOF PEAK

9'-7"

39'-6"

WEST ELEVATION

UNIT - E(e)

A6.01

31'

EG:90.24'

41 4"

EG:27.50m

2 A5.04

29'-11" TOP OF WALL

A5.03

W15

EG EG

W16

W15

W16

W15

W16

W15

A5.03

D-18

W16

A5.03

D-18

W17

W16

D-18

W17

W16

D-18

W17

W16

D-18

W17

10'-11" MAIN FLOOR

W16

W17

WINDOW SILL

+8'-0"

19 D-22

W17

A5.04

W20

A5.04

W17

W19

W29

W17

D-22

W19

W29

W17

W19

D-22

W29 D-22

W17

A5.03

FG:34.65m FG:113.67'

A5.04 W21

WINDOW SILL

W29 D-22

TOW:114.00'

t/o subfloor

9 W29

10'-11" MAIN FLOOR

TOW:32.48m TOW:106.56'

FG:31.47m

FG:31.32m

FG:103.24'

GROUND FLOOR

+2'-6"

A5.03

10'-11"

10'-11" 0'-0"

WINDOW SILL

W20

TOW:34.75m

A5.02

+1'-8"

+4'-6"

A5.04

t/o subfloor

+8'-1 1/2" WINDOW SILL

A5.04

A5.02

21'-10" UPPER FLOOR

10'-11"

A5.04

5 12

W16

8'-1"

10'-11"

39'-101 4" [12.15m]

+1'-8"

W15

21'-10" UPPER FLOOR t/o subfloor

W16

39'-101 4" [12.15m]

8'-1" WINDOW SILL

+3'-2 1/2" WINDOW SILL

+2'-0"

t/o plate

FG:102.76'

t/o concrete

FG:31.32m 0'-0"

GROUND FLOOR

FG:102.76'

t/o concrete

EG:30.50m EG:100.08'

EG:28.25m

LINE OF EXISTING GRADE @ BLDG FACE

EG:92.70'

LINE OF EXISTING GRADE

EG:27.50m EG:90.24'

SOUTH ELEVATION

Scale: 1/8" = 1'0" 29

UNIT - E(e)

UNIT -E

UNIT -E 121'-8" [37.08m] 30'-4"

30'-4"

UNIT -E

UNIT - E(e)

30'-4"

Scale: 1/8" = 1'0"

31'

39'-10 1/4" 39'-6"

Ee ROOF PEAK

31'

EAST ELEVATION

E ROOF PEAK

MATERIAL KEY

9'-7"

2d A5.01

8'-1"

t/o plate

MASTER BEDROOM

ENSUITE

BEDROOM

ENSUITE

MASTER BEDROOM

BEDROOM

ENSUITE

MASTER BEDROOM

BEDROOM

ENSUITE

MASTER BEDROOM

BEDROOM

ENSUITE

MASTER BEDROOM

2c TYP. A5.01

10'-11"

39'-1014" [12.15m]

21'-10" UPPER FLOOR t/o subfloor

KITCHEN

DINING ROOM

LIVING ROOM

DINING ROOM

KITCHEN

FASCIAS (1X4 ON 2X10) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10a

FASCIAS (1X4 ON 2X10) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

BEAMS (WOOD PAINTED) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

10b

BRICK VENEER - MUTUAL USED BY MUTUAL MATERIALS CO.

BEAMS (WOOD PAINTED) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

11a

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

11b

GARAGE DOOR & TRIMS SURROUNDING (ALUMINUM DOOR & PAINTED WOOD TRIMS) - STEEL WOOL 2121-20 BY BENJAMIN MOORE

SOFFIT (VINYL PERFORATED) - HARVARD SLATE BY ROYAL - J TRIM - PEARL GREY BY KAYCAN

WALL SIDING (VINYL SIDING DOUBLE 4") - STORM BY GENTEK

LIVING ROOM TYP. 2b A5.01

ASPHALT SHINGLES - ANTIQUE BLACK (FLASHING - BLACK) BY GRAY BY PABCO

TYP.

29'-11" TOP OF WALL

DINING ROOM

KITCHEN

LIVING ROOM

DINING ROOM

KITCHEN

LIVING ROOM

DINING ROOM

KITCHEN

10'-11" MAIN FLOOR t/o subfloor

10'-11"

MEDIA ROOM

BATH

BEDROOM

BATH

MEDIA ROOM

BEDROOM

MEDIA ROOM

BEDROOM

BATH

MEDIA ROOM

BEDROOM

BATH

MEDIA ROOM

6c 7

0'-0"

BATH

5 -

BUILDING SECTION Scale: 1/8" = 1'0"

TRIMS, BATTENS, BRACES WINDOWS: 2X4 & 2X6 PAINTED, CORNERS 2X6, BATTENS 1X4 - STEEL WOOL 2121-20 BY BENJAMIN MOORE

t/o concrete

TYP.

WALL SIDING (VINYL SIDING DOUBLE 4") - DOVER GRAY BY GENTEK WALL PANEL (HARDI PANEL) - WHALE GRAY 2134-40 BY BENJAMIN MOORE

TRIMS, BATTENS, BRACES WINDOWS: 2X4 & 2X6 PAINTED, CORNERS 2X6, BATTENS 1X4 - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

GROUND FLOOR

2a A5.01

ENTRY DOOR (FIBERGLASS DOOR WOOD GRAINED, PAINTED) -SUNDRIED TOMATO CC-62 BY BENJAMIN MOORE

FLASHING (PRE-FINISHED ALUMINUM) -CHARCOAL (U.N.O.)

GUTTER & RWL (PRE-FINISHED ALUMINUM) BLACK

FLOWER BOX (WOOD, PAINTED) - JET BLACK 2120-10 BY BENJAMIN MOORE

PRIVACY SCREEN, WOOD FENCING & GATES - WROUGHT IRON 2124-10 BY BENJAMIN MOORE

EXTERIOR WOOD RAILING (WOOD POSTS, PICKETS) - WROUGHT IRON 2124-10 BY BENJAMIN MOORE EXTERIOR ALUMINUM GUARDRAILS BLACK

***NOTE: ALL FLASHINGS TO BE CASCADIA METALS

ELEVATIONS BUILDING 6

A3.06

W14

W26

11'-1"

1 -

7'-6" 2"

LOWER FLOOR PLAN Scale: 1/4' = 1'0"

20'-01

5'-93 4"

3'-7" 3'-10"

5'-93 4"

3'-212"

1'-71 4"

3'-1012" 4'-6"

4'-212" 1'-912" 2'-1"

2'-8"

5'-3" 5'-9"

2'-4"

2'-712" W15

4'-101 4"

3'-5"

5'-1012"

1 6" 2'-7 2"

W13

1 A6.02

REG. CAR

2 WASTE COLLECTOR CARS (1'7"X 1'10")

5'-3"

2'-1114" 2'-111 4"

3'-1"

9'-0" CEILING D-01

1'-312"

4'-312"

7'-414" 3'-1012"

A6.02

9'-712"

6" 3'-4"

19'-1"

GARAGE

D-04a

19'-7" X 18'-10"

8'-612" [2.60m]

WALL ABOVE

W26

9'-9"

8'-8"

19'

1'-10" 1'-10"

D-02a

W25

5 A5.05

W15

20'-012"

14'-1112"

MAIN FLOOR PLAN

- UNIT E(e) AREAS

Scale: 1/4' = 1'0"

STAIR CALCULATION:

2'-8"

W13

A6.02

W22

2'-41

3'-53 4"

ENTRY

3'-412"

5'-93 4"

4'-3"

7 A5.03

3'-712"

W14

1'-6"

3 A5.03

D-05a

W22

8'-2"

19'-0 1/4" [5.80m]

LIVING

W27

3'-3"

11'-93

A6.02

14'-0" X 11'-0"

W19

D-15

D-05a

11'-314"

14'-0" x 12'-3"

BEDROOM

7 A5.10

UNEXCAVATED AREA

DN 14

7 A5.03

W22

19'-412"

3'-1112"

3'-6"

4'-4"

1 A6.01

W24

19'-1"

D-06

3'-1"

W13

CHIMNEY

W22

WALL HUNG BIKE RACK DINING (6'X2') 14'-0" x 7'-6" Shepherd Hardware 8080E Fold-Away Wall Mounted Dual Bike Rack

W17

12'-214"

5'-2"

W22

6 A5.10

4'-10" W9

2x6 PLUMBING WALL

5' A6.01

5'-8"

PWDR.

BATH

1'-612"

3 A5.03

W14

A6.02

FOUNDATION ABOVE

3'-6" W14

UP 17R

6 A5.03

6'-5" 7 A5.03

D-05

10'-1" x 5'-0"

18'-3"

19' -

REG. CAR

15'-6" x 10'-6"

6'-112"

9'-0" CEILING

D-18

7 A5.03

A6.01

W27

W12

WALL ABOVE

UNFINISHED STORAGE

W22

W25

8'-0" x 19'-0"

6'-13 4"

2'-012"

5 A5.03

8'-612" [2.60m]

ELEC. BOX

7'-4"

10'

1'-9"

W22 W8

2'-712"

6'-111 4" 2"

A6.01

W27

3 A5.01 7'-53 " 4

2'-8"

DECK

D-21

10'-412"

3'-1"

11'-71

31'-0" [9.45m]

3'-10" D-21

W14

8'-6" X 10'-10"

W24

14'-0" x 11'-4"

4'-614"

UP 17R

14'-0" x 12'-11"

W27

2'-4"

3'-8"

5'-7"

MEDIA ROOM

20'

7 A5.03

1'-8"

7'-412"

3 A5.03

D-22

W27

W24

3 A6.01

W22

W24

W22

A6.01

CONCRETE WALL BELOW SEE FOUNDATION PLAN

7 A5.03 W29

KITCHEN

5'-1012"

BELOW W14

W14

1 A6.02

4:12

1'-7"

W14

3'-4"

3'-103 4"

W14

5'-9"

W21

W27

9'-71

D-06

37'-0" [11.28m]

A6.02

12'-10"

W14

W16

31'-0" [9.45m]

12'-43

W19

4'-312"

2'-114"

2'-8"

63 4" 1'-01

5'-41

2'-11 4"

D-11

W20

37'-0" [11.28m]

3'-612"

6'-5"

2'-2"

214"

3 A6.02

W22

BULKHEAD ABOVE

6'-412"

7 A5.03

8'-6"

1' 6"

W26

2'-2"

Scale: 1/4' = 1'0"

W22

2'-412"

10'-03 4"

F1a

A6.02

Scale: 1/4' = 1'0"

UNIT SECTION

CRV HATCH

7 A5.03

9'-6" X 7'-8"

UPPER FLOOR PLAN

t/o concrete

BATH

D-05

W14

W21

BEDROOM

9'-10"

GROUND FLOOR

ATTIC HATCH

5 A5.03

8'-3" 9'-6" CEILING

1'-10"

9'-4" X 9'-0"

7'-412"

W22

BEDROOM

UNFINISHED STORAGE

D-06

W15

Roof Vent

D-11

8'-4"

W12

0'-0"

W22

PONY WALL 3'-4" A.F.F.

1'-1012" 1'-612"

3'-1"

4'-6"

10'-0" CEILING

3 A5.02

W22

8'-4" X 8'-4"

4:12

4'-10"

t/o subfloor

MEDIA ROOM

ENSUITE

W24

9'-0" CEILING

W12

9'-4"

2'-10"

W21

1 A6.01

8 A5.10

2x6 PLUMBING WALL

17:12 8'-7"

ENTRY

DN 17R

3'-53 4" 3'-91 4" W21

W25

D-20

W24

2'-5"

8'-9" X 10'-10"

W22

2x4 PLUMBING WALL

8'-0" CEILING

D-05

FOYER

W22

3'-1"

1'-10" 1'-10"

7:12

1'-512"

W21

3'-212"

9'-0" CEILING

DEN

W24

11"

KITCHEN

2 A5.02

5 A5.02

10'-11"

W21

1'-9"

7'-53 4"

6 A5.04

10'-0" CEILING

31'-0" [9.45m]

10'-11" MAIN FLOOR

7'-0" CEILING

WALL HEIGHT - 7'-0"

A6.01

9 A5.04

10'-11"

W14

D-06

1 11" 1'-6 2" 1'-10"

7'-6" 9'-0" CEILING

9 A5.04

RAISED FLOOR BEHIND

W14

7 A5.03

W14

2x6 PLUMBING WALL

W24

W22

UPPER FLOOR t/o subfloor

DEN

7'-13 4"

8'-1"

2 A5.08

39'-1014" [12.15m]

21'-10"

W.I.C. BEYOND

5'-7" X 7'-0"

W24

10'-0" CEILING

W14

MASTER BEDROOM

W20

9'-6" CEILING

3'-03 4"

6 A5.04

CHIMNEY

8'-9"

WALK-IN

2'-912"

t/o plate

1'-9"

D-17

A6.01

5'-93 4"

9'-0" CEILING

W16

3'-6"

RAISED

D-16

12'-6" X 12'-1"

1'-10"

W14 FLOOR

W24

1'-512"

1012" 1'

TOP OF WALL

MASTER BEDROOM

7 A5.03

9'-0" CEILING

W14

7 A5.03

11'-712"

9'-7"

5'-93 4"

29'11"

6'-2"

E ROOF PEAK

10'-0" CEILING

37'-0" [11.28m]

A6.02

13'

6 A5.04

6:12

39'-6"

37'-0" [11.28m]

41 4"

39'-10 1/4" E(e) ROOF PEAK

3'-7"

GROUND FLOOR TO SECOND FLOOR: RISERS: TREADS:

10'-11" 17 @ 7.705" 16 @ 10"

SECOND FLOOR TO THIRD FLOOR: RISERS: TREADS:

10'-11" 17 @ 7.705" 16 @ 10"

UNIT E(e) :

S.F.

S.M.

- GROUND FLOOR

562

52.25

- MAIN FLOOR

736

68.35

- UPPER FLOOR

868

80.60

2,166

201.20

392

36.46

2,558

237.65

- AREA TOTAL (NET) = - GARAGE - AREA TOTAL (GROSS) =

A4.11

BRICK VENEER LAP TYVEK OVER METAL FLASHING WEEP HOLE INSERTS AT 24" O.C. W.P. MEMBRANE WRAPPED OVER TOP OF CURB. LAP S.A.M. ONTOP OF W.P. MEMRANE AND UP WALL

FLOOR JOIST TYVEK HOMEWRAP OR EQUIVALENT 2

6 2

TYVEK

TYVEK BLDG WRAP OR E.Q. STARTER STRIP

VINYL LAP SIDING ON P.T. RAINSCREEN STRAPPING

412"

SELF ADHERED MEMBRANE LAPPED OVER FLASHING

1'-13 4"

VAPOUR BARRIER

2" MIN.

EXTEND TYVEK JAMB FLASHING PAPER 12" ALONG WALL FACE

ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

PREFIN. METAL FLASHING C/W END DAMS CAULK c/w BACKER ROD

VINYL WINDOW (SEE SCHEDULE)

ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

DADOED WOOD TRIM , PAINTED AND PRIMED ALL FOUR SIDES

3/8" P.T. PLYWOOD RAINSCREEN BEHIND TRIM

GWB RETURN

CONCRETE SILL BELOW

CAULK c/w BACKER ROD

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

WINDOW HEADER REFER TO STRUCTURAL

1" MIN.

SEALANT BETWEEN TYVEK AND BACK OF NAILING FLANGE

COUNTER SUNK SCREW FASTENERS INTO FRAMING. DO NOT PENETRATE WINDOW FLANGE

SEAL CORNERS OF WOOD FRAMING, TYP. HEATED OR UNHEATED SPACE BELOW

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER

DRAIN MAT W.P. MEMBRANE CONC. STRUCTURE

VINYL NAIL-ON WINDOW

2 -

3"=1'-0"

Scale: 3" = 1' - 0"

VAPOUR BARRIER

1/2" PLYWOOD BACK DAM

POLYURETHANE CAULK SLOP E

PAINTED WOOD SILL

WEEP HOLES AT 24" O.C.

ANGLE IRON TO BE INSTALLED AS PER STRUCT.

SEALANT w/ BACKER ROD

S.A.M.

VINYL WINDOW FRAME

SEAL CORNERS OF WOOD FRAMING, TYP. AT ALL OPENINGS

ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

2x6 DADOED WOOD TRIM , PAINTED AND PRIMED ALL 4 SIDES S.A.M.

VINYL LAP SIDING ON P.T. RAINSCREEN STRAPPING

VAPOUR BARRIER

3/8" P.T. RAINSCREEN STRAPPING

BATT INSULATION

TYVEK BLDG WRAP OR E.Q.

SECTION - WINDOW SILL @ VINYL SIDING (2X6 TRIM)

Scale: 3" = 1' - 0"

TYVEK HOMEWRAP OR EQ. LAPPED DOWN OVER METAL FLASHING AND S.A.M. SILL PLATE ON SILL GASKET S.A.M. @ INTERFACE OF SHEATHING AND CONCRETE

VINYL WINDOW (SEE SCHEDULE)

8" PLASTIC SHIMS BY WINDOW MANUFACTURER

SEAL V.B. TO ALUMINUM ANGLE

2" MIN.

CAULK c/w BACKER ROD

8" PLASTIC SHIMS BY WINDOW MANUFACTURER

MIN. 12"

PAINTED WOOD SILL

TYVEK BLDG WRAP OR E.Q. STARTER STRIP SELF ADHERED MEMBRANE LAPPED OVER FLASHING FIBRE-CEMENT PANEL ON PT PLYWOOD RAINSCREEN

VAPOUR BARRIER SEAL BACK OF WINDOW FRAME FLANGE TO TYVEK BLDG WRAP OR E.Q.

WINDOW HEADER

CAULK SEAM BETWEEN TRIM AND PANEL

1X4 WOOD TRIM PAINTED AND PRIMED ALL FOUR SIDES, C/W BEVELLED TOP TRIM, ON FIBRE-CEMENT PANEL 3/8" P.T. PLYWOOD RAINSCREEN PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

SEAL CORNERS OF WOOD FRAMING, TYP. LINE OF TRIM SURROUND BEYOND

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER VINYL NAIL-ON WINDOW

Scale: 3" = 1' - 0"

SEALANT BETWEEN WINDOW FRAME AND SAM CONTINUOUS WITH JAMB SEALANT

GWB RETURN

1/8"PLASTIC SHIMS AS PER WINDOW MANUF.

SECTION DETAIL @ BRICK SOLDIER COURSE @ HEADER

Scale: 3" = 1' - 0"

ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

BRICK BEYOND

VINYL WINDOW SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE) WOOD TRIM SURROUND BEYOND

SELF ADHERED MEMBRANE

SECTION - FOUNDATION WALL W/ BRICK

TYVEK HOMEWRAP OR EQUIVALENT

SEALANT AND BACKER ROD BTW. PLYWOOD BACK DAM AND S.A.M.

TYVEK HOUSE WRAP

FLOOR JOIST

POLYURETHANE CAULK BETWEEN S.A.M. AND WINDOW FRAME

FLOOR JOIST & FLUSH HEADER BEAM

SECTION - TYP. WINDOW HEAD @ VINYL SIDING

1'-13 4"

WINDOW JAMB - BRICK

1" MIN.

PREFIN. METAL FLASHING

SECTION - WINDOW HEAD @ FIBRE-CEMENT PANEL

Scale: 3" = 1' - 0"

POLYURETHANE CAULK BETWEEN S.A.M. AND WINDOW FRAME SEALANT BTW. PLYWOOD BACK DAM AND S.A.M. 1/2" PLYWOOD BACK DAM

POLYURETHANE CAULK

SEAL CORNERS OF WOOD FRAMING, TYP. AT ALL OPENINGS PAINTED WOOD SILL ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

PREFIN. METAL FLASHING C/W END DAMS, 10% SLOPED BRICK SILL, 5% SLOPED

VINYL WINDOW SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE)

SLOP

1x6 WOOD TRIM C/W BEVELLED TOP AND BOTTOM EDGE, PAINTED AND PRIMED ALL 4 SIDES E

1/8"PLASTIC SHIMS AS PER WINDOW MANUF. S.A.M. VAPOUR BARRIER BATT INSULATION

S.A.M. WRAPPED OVER METAL ANGLE EXTEND UP EACH JAMB AND DOWN WALL FACE OVER TYVEK AS PER WINDOW INSTALLATION DIAGRAM (1/A0.04)

7 -

Scale: 3" = 1' - 0"

DRAIN MAT W.P. MEMBRANE CONC. STRUCTURE

HEATED OR UNHEATED SPACE BELOW

SECTION DETAIL @ WINDOW SILL @ BRICK

SECTION - FOUNDATION WALL W/ VINYL SIDING Scale: 3" = 1' - 0"

9 -

SECTION - WINDOW SILL @ FIBRE-CEMENT PANEL Scale: 3" = 1' - 0"

6x6 WOOD COLUMN 5 -

EDGE OF DECK WOOD CAP 4 -

S.A.M. ACROSS TOP OF FRAMING

TYVEK BLDG WRAP OR E.Q.

EDGE OF DECK 2x6 WOOD NOTCH TRIM 2x4 BLOCKING 2X3 WOOD NOTCH TRIM

2'-8"

3'-6"

6x6 WOOD COLUMN

8 A5.10

S.A.M. 2"

TYVEK BLDG WRAP OR E.Q.

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING (TYP.) 1X WOOD TRIM 2X8 BEAM

6x6 WOOD COLUMN 6

EDGE OF DECK 2x10 WOOD TRIM 2x4 BLOCKING 2x10 WOOD TRIM

CONCRETE BASE

S.A.M. TYVEK BLDG WRAP OR E.Q.

1 2"

PLY BACKING FOR WOOD FRAME (TYP.)

7 -

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING (TYP.)

PLY BACKING FOR WOOD FRAME (TYP.)

1X WOOD TRIM

8 -

1 -

DECK COLUMN FRONT ELEVATION Scale: 1" = 1' - 0"

2 -

DECK COLUMN FRONT SECTION Scale: 1" = 1' - 0"

3 -

DECK GUARDS SIDE SECTION Scale: 1" = 1' - 0"

4 -

DECK EDGE DETAIL Scale: 1" = 1' - 0"

DECK COLUMN SIDE SECTION Scale: 1" = 1' - 0"

2X8 BEAM 9 -

DECK INTERFACE AT COLUMN Scale: 1" = 1' - 0"

GRID 2X4 WOOD TRIM SMOOTH FACED FIBRE-CEMENT PANEL

W14

SMOOTH FACED FIBRE-CEMENT PANEL

20'-10"

LINTEL (SOLDIER COURSE ) BRICK VENEER

DEN

LINTEL (SOLDIER COURSE ) BRICK VENEER

W13

UPPER FLOOR

10"

t/o subfloor

41'-521" [12.64m]

BRICK VENEER 10"

WEEP HOLE

2X3 WOOD TRIM

W14

3'-141"

'-1

UNIT ADDRESSING. SPEC TBD.

1" ' -3 2 R2

CONCRETE DETAIL

11 2"

1'-121"

888

2 A5.02

SOFFIT LIGHT 1X3 T&G SOFFIT

LINTEL (SOLDIER COURSE ) BRICK VENEER

1X4 TRIM SMOOTH FACED FIBRE-CEMENT PANEL 2X4 WOOD TRIM

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

10'-034"

10'-11"

ENTRY DOOR REFER TO DOOR SCHEDULES

FOYER UNIT TYPE E(e)

DOOR BELL

2X4 WOOD TRIM, FURRED OUT TO ALIGN WITH TRIM ON OPPOSITE DOOR JAMB

4' TO CENTER OF DOOR BELL

PREFABRICATED PLANTER BOX. 4' TO CENTRE OF DEADBOLT 3'-6" TO CENTER OF LATCH

5'-8"

5' TO CENTER OF DOOR VIEWER

8'-11"

EXTERIOR

ENTRY DOOR REFER TO DOOR SCHEDULES

BRICK VENEER

CAST IN PLACE CONCRETE STOOP c/w 2% SLOPE BROOM FINISH CAST IN PLACE CONCRETE STOOP c/w 2% SLOPE BROOM FINISH

2X2 WOOD BLOCKING

MAIN FLOOR 2"

t/o subfloor

5 A5.02

UNFINISHED STORAGE

UNIT E(e) ENTRY ELEVATION Scale: 1" = 1' - 0" (BRICK WALL UNIT)

GRID

ENTRY UNIT TYPE E(e) W25 W14

3 A5.03

W14

ENTRY DOOR SILL

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

W13

W14

2X4 WOOD TRIM, FURRED OUT TO ALIGN WITH TRIM ON OPPOSITE DOOR JAMB

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

HOSE BIB

GRID

2X4 WOOD TRIM

ELEC OUTLET

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

6 A5.03 W13

BRICK VENEER

GRID BRICK VENEER

UNIT E(e) ENTRY SECTION Scale: 1" = 1' - 0" (BRICK WALL UNIT)

ENTRY DOOR REFER TO DOOR SCHEDULES

RECESSED LIGHT FIXTURE IN SOFFIT ABOVE, CENTERED ON ENTRY DOOR

FOUNDATION WALL BELOW

EXTERIOR

VINYL NAIL-ON TYPE WINDOW. REFER TO ELEVATIONS AND WINDOW SCHEDULE

ENTRY DETAIL UNIT E(e)

W14

10'-11"

1 1" 52"

5'-4"

1'-821" 7'-6"

EDGE OF CONCRETE STOOP

1 -

UNIT E(e) ENTRY PLAN (BRICK WALL UNIT) Scale: 1" = 1' - 0"

A5.16

1'-8"

1'-7 1/2"

3 8" POWDER COATED ALUMINUM PANEL. MOUNT/FASTEN TO WOOD FRAME BEHIND

ALL CORNERS TO HAVE 21"Ã&#x2DC; ROUNDED EDGE

2X10 WOOD TRIM

2'-6"

1" R 2 P. TY

1X4 WOOD TRIM

COLUMN - SECTION

SCALE 11/2" = 1' - 0"

NOTICE BOARD -DETAIL SCALE 3/4" = 1' - 0"

2X10 PAINTED WOOD FASCIA

EQ.

1'-821"

6'-021"

CEIL

IGHT G HE

AFF

9' EQ.

3X8 RAFTER

EQ.

12'-5 3/4"

MAILBOX (SEE CANADA POST FOR INSTALLATION SPECS.)

1" WIDE VENT STRIP

ING

CEIL

6'-221"

AFF

HT HEIG

2'-141"

1'-021"

EQ.

CONCRETE WALK

MAIL KIOSK - RCP VIEW SCALE 1/2" = 1' - 0"

CEDAR SHINGLE

2X10 PAINTED WOOD FASCIA

11X11 POST ANCHORED INTO CONCRETE BASE 2"

2" 2x6 FRAME 1x6

1'-8"

1x4 1x4

1x4

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING (TYP.)

BRICK VENEER COLUMN

1x4 1x4 1x4

1x6

2x6 FRAME

ALL OPENINGS IN GUARDS ARE TO BE IN ACCORDANCE WITH B.C.B.C.- 9.8.8.5.

1x4

2'-6"

1x4

CONCRETE WALK

GRID 2X4 WOOD TRIM SMOOTH FACED FIBRE-CEMENT PANEL

W14

SMOOTH FACED FIBRE-CEMENT PANEL

20'-10"

LINTEL (SOLDIER COURSE ) BRICK VENEER

DEN

LINTEL (SOLDIER COURSE ) BRICK VENEER

W13

UPPER FLOOR

10"

t/o subfloor

41'-521" [12.64m]

BRICK VENEER 10"

WEEP HOLE

2X3 WOOD TRIM

W14

3'-141"

'-1

UNIT ADDRESSING. SPEC TBD.

1" ' -3 2 R2

CONCRETE DETAIL

11 2"

1'-121"

888

2 A5.02

SOFFIT LIGHT 1X3 T&G SOFFIT

LINTEL (SOLDIER COURSE ) BRICK VENEER

1X4 TRIM SMOOTH FACED FIBRE-CEMENT PANEL 2X4 WOOD TRIM

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

10'-034"

10'-11"

ENTRY DOOR REFER TO DOOR SCHEDULES

FOYER UNIT TYPE E(e)

DOOR BELL

2X4 WOOD TRIM, FURRED OUT TO ALIGN WITH TRIM ON OPPOSITE DOOR JAMB

4' TO CENTER OF DOOR BELL

PREFABRICATED PLANTER BOX. 4' TO CENTRE OF DEADBOLT 3'-6" TO CENTER OF LATCH

5'-8"

5' TO CENTER OF DOOR VIEWER

8'-11"

EXTERIOR

ENTRY DOOR REFER TO DOOR SCHEDULES

BRICK VENEER

CAST IN PLACE CONCRETE STOOP c/w 2% SLOPE BROOM FINISH CAST IN PLACE CONCRETE STOOP c/w 2% SLOPE BROOM FINISH

2X2 WOOD BLOCKING

MAIN FLOOR 2"

t/o subfloor

5 A5.02

UNFINISHED STORAGE

UNIT E(e) ENTRY ELEVATION Scale: 1" = 1' - 0" (BRICK WALL UNIT)

GRID

ENTRY UNIT TYPE E(e) W25 W14

3 A5.03

W14

ENTRY DOOR SILL

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

W13

W14

2X4 WOOD TRIM, FURRED OUT TO ALIGN WITH TRIM ON OPPOSITE DOOR JAMB

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

HOSE BIB

GRID

2X4 WOOD TRIM

ELEC OUTLET

FIBRE-CEMENT PANEL ON P.T. RAINSCREEN STRAPPING

6 A5.03 W13

BRICK VENEER

GRID BRICK VENEER

UNIT E(e) ENTRY SECTION Scale: 1" = 1' - 0" (BRICK WALL UNIT)

ENTRY DOOR REFER TO DOOR SCHEDULES

RECESSED LIGHT FIXTURE IN SOFFIT ABOVE, CENTERED ON ENTRY DOOR

FOUNDATION WALL BELOW

EXTERIOR

VINYL NAIL-ON TYPE WINDOW. REFER TO ELEVATIONS AND WINDOW SCHEDULE

ENTRY DETAIL UNIT E(e)

W14

10'-11"

1 1" 52"

5'-4"

1'-821" 7'-6"

EDGE OF CONCRETE STOOP

1 -

UNIT E(e) ENTRY PLAN (BRICK WALL UNIT) Scale: 1" = 1' - 0"

A5.16

37'-0" [11.28m]

37'-0" [11.28m] 12'-8"

13'

12'-8"

13'

11'-4"

W13

W R

11'-4"

13' L

12'-8"

37'-0" [11.28m]

W13

9'-11"

W27

W13

RWL

4'-7"

W11

19'-6" 10'-1" R

3'-1" 6'-1"

OVERLAP AREA, REFER TO DETAIL 17/A5.01

L W

OVERLAP AREA, REFER TO DETAIL 17/A5.01 W27

6'-1"

10'-1"

W11 W11

W11

W13

W27

R W L

9'-11" R

9'-11"

16'

9'-11"

16'

W13

UNIT - D1

W13

UNIT - D1

5'-11" R W L

W27

L W

2x8WALL

6'-1"

6'-1" 6'-1"

3'-1"

10'-1" L R W

4'-4" 4'-4" 11'-8"

W11 W27

16'

W27

UNIT - D1 (10' CEILING) W27

UNIT - D2

1'-6"

W11

W27

W13

1'-6"

W11a

W27

10'-1" 16'

16'

5'-11"

9'-11"

UNIT - D2

W27

RWL

W27

RWL

W13

W27

4'-7" 14'-8"

W11

16'

11'-8" 16'

3'-6"

W13

UNIT - D2 (10' CEILING)

W11

2' W

W11a

W11

2x6 PLUMBING WALL

W27

19'-8"

W13

2" 4'-8"

W27a

W11

W/D

W11

19'-8"

12'

19'-8"

2x8WALL

2' L W27

W11

UNIT - E1

9'-9"

14'-8"

W11

4'-10"

W11

L W

4'-7"

5' 9"

W13

L W

HOMESTORE ALSO REFER TO H.S DRAWINGS

UNIT - E1

W11

6'-8" R

L W

W11

UNIT - E1 (10' CEILING)

L W

2'-10"

W11a

W13

4'-10"

W11

W13

19'-8"

W11a

FD CRAWLSPACE

W13

4'-7"

W13 W13

L W R

3'-1" 6'-1"

6'-1"

6'-6"

3'-1"

1'-8"

16'

1'-8"

1' 2'

RWL

12'-10"

13'

UNIT - F1

RWL

1'-6" 2'

W11

12'-10"

1'-6" 2"

12'-10"

13'

16'

5 6

9'-11"

9'-11" 16'

116'-4" [35.46m]

L W R

6'-6"

10'-6" 5'-6"

W13

UNIT - F1

6'-6"

W11

RWL

4'-8" L RW 13'

12'-8"

W11 W11

19'-8"

W11

W13

13'

10'-4"

2 Scale: 1/8" = 1' - 0"

W13

13'

10'-4"

8' 37'

37'

GROUND PLAN 4550.22 SQ.FT.

W13

12'-8"

1' 13'-8"

W13

L RW

W13

W11

4'-7"

W13

37'

4'-7"

6'-8"

W11

4'-10"

W13

10'-4"

W/D

W13

2x6 PLUMBING WALL

W W11a L

4'-10"

W11

W13

W11

UNIT - E1

4'-7"

CRAWLSPACE

19'-8"

12'

19'-8"

UNIT - E1

W13

W11a

W11

1' 1'

W13

2'-10"

4'-10"

W11

9'-11"

RWL

9'-9"

LLAW8x2

14'-10"

RWL

W11

UNIT - E1

W11

W27

19'-8"

RWL

W11

W27

14'-10"

W11a

W27

W27a

W27

4'-4"

RWL

19'-8"

UNIT - D3a

W27

1'-6" 2'

W11

W27

W13

W27

L RW

6'-6"

2" 13'

UNIT - F1

16'

9'-11" 6'-1"

W R

4'-4" 16'

11'-8"

UNIT - D3a W13

OVERLAP AREA, REFER TO DETAIL 17/A5.01

W13

L W

W11

8'-6"

LLAW8x2

W27

RWL

W11

UNIT - D3a

OVERLAP AREA, REFER TO DETAIL 17/A5.01

W11

W27a

W27

W27 W11

W11a

W27a

W11

W13

W27

UNIT - D2 W13

W11

W27

UNIT - D2 R

W27

W13

1' R

4'-4"

W11a

16'

4 10'-1"

W11

116'-4" [35.46m]

5'-11" 11'-8"

UNIT - D2

16'

116'-4" [35.46m]

W13

MAIN FLOOR PLAN 4700.26 SQ.FT.

W27a W27

UPPER FLOOR PLAN Scale: 1/8" = 1' - 0" 4704.12 SQ.FT.

Scale: 1/8" = 1' - 0"

1HR PARTY WALL FIRE RATING

- BUILDING 1 AREAS

(SEE ALSO CODE REPORT FROM CFT)

W29

DENOTES 1 HR. FIRE RESISTANCE RATING TYP. BULKHEAD OVERLAP AREA IN INTERLOCKED PARTY FLOOR, REFER TO DETAIL 17/A5.01

0.5m 1.5m

0 1'

12'

S.F.

S.M.

- GROUND FLOOR

4,550.22

422.73

- MAIN FLOOR

4,700.26

436.67

- UPPER FLOOR

4704.12

437.03

- AREA TOTAL =

FLOOR PLANS BUILDING 1

13,954.61 1,296.43

A-2.01a

B 37'-0" [11.28m]

37'-0" [11.28m] 13'

11'-4"

7'-4"

9'-5"

W R

3.5

1 4:12

AL FW O P TO 0 m

CRAWLSPACE

R W L

3.5

LL WA m

4'-7"

F PO

4:12

W L

12'-9"

1 6"

5'-11"

F PO TO 50 m

3 4' 5'-6"

8'-9"

W L R

4:12

F PO

7'-4"

TO 11 m

W29

7 W

TOP OF SLAB

4.11 m

SLOPE

19'-8"

3'-7"

4:12

UNIT - E1

4:12

20'-314"

2'-7"

-2" LL WA

F PO TO 11 m

F PO

L WA

8" L RW 13'

L W R

2' 10'-4"

7'-4"

4:12

RWL

13'-8"

CRAWLSPACE

4:12

4'-7"

9'-5"

TO 11 m

L RW

9'-7"

5'-912"

LL WA

-2"

L WA

3'-53 4"

37'

RWL

L R

L W

W29

20'-53 4"

TO 11 m

19'-8"

6'-4"

UNIT - F1 SLOPE

RWL F PO

13'

6'-912"

1' 4'-6"

TOP OF SLAB

4.11 m

13'

4" 8"

8" TO 11 m

4.1 P OF 1 m WA LL

SLOPE

L AL

4:12

W R

UNIT - D3a

FW PO

4:12

W29

17'-6"

TOP OF SLAB

RWL

L R W

16'

4 4

4:12

5'-1012"

4.11 m

16'

2'-212"

1'-3"

L AL F W11 m O . P

5 8"

7'-4"

4:12 R W

-2"

7'-9"

16'

4.1WAL 1 mL

5'-11" R W

6'-6"

3'-612"

4'-2"

-2"

RWL

1' 4"

F PO TO 11 m

13'-7"

LL WA

16'

L 6'-1"

16'

5'-1112" 6"

6'-103

4:12

W29

SLOPE 8"

13'-7"

4:12

4.11 m

UNIT - D2

TOP OF SLAB

TO 11 m

7'-4"

W R

116'-4" [35.46m]

STEP

L AL

OF W ALL

116'-4" [35.46m]

TOP

5'-11"

SLOPE 3.50

FW PO

UNIT - D1

13'-7"

6'-103 4"

L AL F W50 m O P 3. TO

STEP

W R

W29

16'

3.5

W29

3.50 m

8" L AL

R W

4" TOP OF SLAB

FW PO TO 0 m

4:12

6" R

-2"

11'-7"

6'-1"

4'-2"

8'-51

7'-4"

-2"

L 6'-1"

3'-612"

4:12

3.50 m

RWL

3'-612"

4'-2"

4:12

TOP OF SLAB

4:12

16'

13'-7"

LL WA

16'

SLOPE

8'-512"

11'-7"

W29

UNIT - D2 6'-103

7'-4"

L AL

1'-4" 8"

L W R

3.5

FW PO TO 0 m

5'-4"

R W

A FW P Om O T 0

6'-2"

5'-6"

L W R

HOMESTORE ALSO REFER TO H.S DRAWINGS

9'-9"

SLOPE 10'-1"

4:12

UNIT - E1

19'-8"

-2" 0"

3'-7" 16'-3"

19'-8"

11'-4"

3.50 m

L AL F W50 m O . P 3 TO

8'-1114"

2'-5"

W TOP OF SLAB

FOUNDATION PLAN

ROOF PLAN

Scale: 1/8" = 1' - 0"

W27a W27

Scale: 1/8" = 1' - 0"

FOUNDATION PLAN & ROOF PLAN BUILDING 1

1HR PARTY WALL FIRE RATING (SEE ALSO CODE REPORT FROM CFT)

W29

DENOTES 1 HR. FIRE RESISTANCE RATING TYP. BULKHEAD OVERLAP AREA IN INTERLOCKED PARTY FLOOR, REFER TO DETAIL 17/A5.01

0.5m 1.5m

0 1'

12'

A-2.01b

CP-1

CP-2

CP-1

UNIT - E1 (10' CEILING)

UNIT - D2 (10' CEILING)

UNIT - D1 (10' CEILING)

UNIT - D2

UNIT - D3a

CP-1 8

UNIT - E1

UNIT - F1

37'-0" [11.28m]

116'-4" [35.46m] 16'-0"

16'-0"

13'-0"

19'-8" 37'-6"

4 15

2'-0"

1SIM. A5.06

4 27' - 11"

ROOF PEAK at plywd

9'-7"

at plywd

16'-0"

1'-7"

ROOF PEAK

2'-3"

37'-6"

16'-0"

2'-0"

1'-0"

A5.06

1'-0"

2'-0"

1'-0"

A5.06

1'-0"

2'-0"

1'-0"

A5.06

9'-7"

19'-8"

UNIT - E1

2'-0"

1'-0"

A5.06

27' - 11"

TOP OF WALL at top plate

1 3 A5.05

W13

W11

W13

W11

W13

W11

2'-0"

12 4

A5.05

W10

A5.03

6 W6

A5.05

19' - 10"

UPPER FLOOR

2'-0"

W14

12 8

5 W17 W14

W18

A5.05

W14

A5.04

2 1

6 W1

A5.07

A5.04

A5.05

2'-0"

A5.03

W27

W4 2

8' - 11"

A5.03

A5.03 4

3'-0" 3

A5.07

at t/o subfloor

2'-0"

at t/o subfloor

A5.03

A5.05

2'-0"

3 A5.04

A5.07

A5.03

W10 W23

2'-0"

3 A5.04

A5.07

2'-0"

3 A5.04

10'-11"

36'-1 1/2" [11.01m] BUILDING HEIGHT 39'-6" [12.04m]

W16

2'-0" UPPER FLOOR

MAIN FLOOR

8'-1"

37'-6" [11.43m]

10'-11"

8'-1"

A5.04 W10

at t/o subfloor

8' - 11"

A5.04

A5.03

W15

19' - 10"

3 4

MAIN FLOOR

A5.07

A5.03

at t/o subfloor

W26

GROUND FLOOR at t/o subfloor

D-01 W8

W8 W8

W57

HW4

W57

W7 7

D-01

GROUND FLOOR

0' - 0"

at t/o subfloor

A5.03

GROUND FLOOR at t/o subfloor

2 A5.12

CP-1

CP-2

CP-1

UNIT - E1

UNIT - F1

UNIT - D3a

19'-8"

13'-0"

16'-0"

SIDE ELEVATION

Scale: 1/8" = 1'0"

CP-1 7

0' - 0"

FRONT ELEVATION

W41

3 A5.10

3 A5.04

HW4 D-01

D-01

8'-11"

D-01

2'-0"

-2' - 0"

10'-11" 4'-11 1/8" [1.50m]

UNIT - D1 (10' CEILING)

UNIT - D2

UNIT - D2 (10' CEILING)

Scale: 1/8" = 1'0"

CP-1 1

UNIT - E1 (10' CEILING)

116'-4" [35.46m]

37'-6"

16'-0"

37'-0" [11.28m]

19'-8" 37'-6"

ROOF PEAK at plywd

2'-0" 12

2'-0"

1'-0"

A5.06

1'-0"

A5.06

1'-0"

A5.06

2'-0"

1'-0"

2 27' - 11"

at top plate

12 4

2'-0"

A5.06

TOP OF WALL

9'-7"

27' - 11"

UNIT - E1 (10' CEILING)

2'-0"

1'-0"

TOP OF WALL at top plate

A5.05

8'-1"

4 A5.03

W10 W56

W12

W56

W12

W56

W21

2'-0"

UPPER FLOOR

at t/o subfloor

19' - 10"

A5.06

A5.02

W23

2'-0"

10'-11"

37'-6" [11.43m]

UPPER FLOOR at t/o subfloor

A5.03

2'-0" W6

2'-0"

8 A5.02

W61

W55

W61

W62

W55

W61

9 8' - 11"

MAIN FLOOR

A5.05

8' - 11"

MAIN FLOOR

D-04

D-22

W27

GROUND FLOOR

-2' - 0"

W41

HW4

GROUND FLOOR at t/o subfloor

REAR ELEVATION

3'-0" 2'-0"

D-23

at t/o subfloor

10'-11"

2'-0"

D-04a

at t/o subfloor

W26

GROUND FLOOR

2'-0"

at t/o subfloor

A5.05

0' - 0"

2'-0"

8'-11"

at t/o subfloor

2'-0"

10'-11"

19' - 10"

W22

39'-6" [12.04m]

2'-0"

W21

36'-1 1/2" [11.01m] BUILDING HEIGHT

W21

SIDE ELEVATION

Scale: 1/8" = 1'0"

COLOUR PALETTES CP-1

CP-5

VINYL SIDING GENTEK,PEARL 006 VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2124-20 TROUT GRAY GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR FIBRE CEMENT BOARD AND BATTEN BM-2124-70 DISTANT GRAY

VINYL SIDING GENTEK, SNOW WHITE 001 FIBRE CEMENT SIDING BM-2121-40 SILVER HALF DOLLAR VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2121-40 SILVER HALF DOLLAR GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR

CP-2

CP-6

VINYL SIDING GENTEK, SNOW WHITE 001 VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2124-20 TROUT GRAY(ON D UNITS AND F1 IN BUILDING 1) , BM-2121-40 SILVER HALF DOLLAR (ON F UNITS, EXCEPT IN BUILDING 1) GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR FIBRE CEMENT BOARD AND BATTEN BM-2124-70 DISTANT GRAY

CP-3

VINYL SIDING CP-7 GENTEK,STORM FIBRE CEMENT SIDING BM-AC-27 GALVESTON GRAY FIBRE CEMENT BOARD AND BATTEN BM-AC-27 GALVESTON GRAY, BM-2124-70 DISTANT GRAY (IN M&E UNITS) VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2124-20 TROUT GRAY GARAGE DOOR BM-2124-20 TROUT GRAY

VINYL SIDING GENTEK, SNOW WHITE 001 FIBRE CEMENT SIDING BM-2124-20 TROUT GRAY VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2121-40 SILVER HALF DOLLAR GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR

FIBRE CEMENT BOARD AND BATTEN BM-2124-20 TROUT GRAY VINYL WINDOWS WHITE WOOD TRIM BM-2124-20 TROUT GRAY ENTRY DOOR BM-2121-40 SILVER HALF DOLLAR VINYL SIDING GENTEK,PEARL 006 GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR

CP-4

CP-8

VINYL SIDING GENTEK, SNOW WHITE 001 FIBRE CEMENT SIDING BM-2124-70 DISTANT GRAY VINYL WINDOWS WHITE WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2121-40 SILVER HALF DOLLAR GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR

FIBRE CEMENT BOARD AND BATTEN BM-2124-70 DISTANT GRAY VINYL WINDOWS BLACK WOOD TRIM BM-2124-70 DISTANT GRAY ENTRY DOOR BM-2121-40 SILVER HALF DOLLAR VINYL SIDING GENTEK, SNOW WHITE 001 GARAGE DOOR BM-2121-40 SILVER HALF DOLLAR

MATERIAL KEY 1

PAINTED WOOD FASCIA -PAINTED BM 2124-70 DISTANT GRAY

EXPOSED RAFTER TAILS -PAINTED BM 2124-70 DISTANT GRAY

WOOD TRIM - SEE ELEVATIONS & COLOUR PALETTES

ALUMINUM GUTTERS -PREFINISHED GENTEK BRIGHT WHITE

FEATURE METAL ROOF -PREFINISHED GENTEK SLATE

VINYL FRAMED WINDOW - SEE ELEVATIONS & COLOUR PALETTES

PAINTED FIBRE CEMENT SIDING 6" LAP - SEE ELEVATIONS & COLOUR PALETTES

PAINTED WOOD KNEE BRACES -PAINTED BM 2124-70 DISTANT GRAY

ASPHALT SHINGLES -CERTAINTEED LM COBBLESTONE GRAY

PAINTED FIBRE CEMENT PANEL AND BATTENS -PAINTED BM 2124-70 DISTANT GRAY

EXPOSED DENTILS -PAINTED BM 2124-70 DISTANT GRAY

ALUMINIUM RAIN WATER LEADER -PREFINISHED GENTEK BRIGHT WHITE

PAINTED FIBRE CEMENT ENTRY DOOR - SEE ELEVATIONS & COLOUR PALETTES

VINYL SIDING -SEE ELEVATIONS & COLOUR PALETTES

WOOD PRIVACY SCREEN -PAINTED BM 2124-70 DISTANT GRAY

PAINTED FIBRE GLASS GARAGE DOOR - SEE ELEVATIONS & COLOUR PALETTES

PAINTED FIBRE CEMENT BOARD AND BATTENS -SEE ELEVATIONS & COLOUR PALETTES

METAL FLASHING -TO MATCH COLOUR OF SURFACE BELOW

BUILDING 1 ELEVATIONS

0.5m1.5m

01'

A3.01

12'

37'-0" [11.28m] 13'-0" 10'-10"

9'-7"

4'-7" W35

10'-6" x 13'-2" (LAMINATE)

14'-2" x 18'-10" (LAMINATE)

3'-10" W35 W13

W62

8 A5.02

W22

W11

4 A5.05

W22

W43

W13 W11

SEE BUILDING PLANS

8'-7 1/2"

2'-4 1/2"

12'-1 1/2"

10"

12'-4"

UPPER FLOOR PLAN

SEE BUILDING PLANS

13'-10 1/2"

3'-10"

KITCHEN

2'-3"

GUARD @ 42" HIGH

7'-4"

DINING

3'-6"

DECK

W11

24'-3" [7.39m]

3'-6"

5 1/2"

11'-10" x 14'-0" (LAMINATE)

14'-10"

W64

2'-5 1/2"1'-3 1/2"

5'-8"

2'-9 3/4" 2'-10 1/4"

3'-10"

4'-7"

24'-3" [7.39m]

W13

11'-0 1/2"

LIVING

8'-0" X 14'-10"

11'-7" X 9'-7" (CARPET)

6'-0"

D-12

W22a

3'-1"

W22

4'-5"

W22

2'-10"

2'-8"

4'-7"

D-12

3'-10"

BEDROOM

8'-4" X 7'-11" (TILE) CLOSET

14'-10"

3'-7 1/2"

ENSUITE

8'-0"

W11

W65

CLOSET D-21

W24

ROOF ABOVE

W22

DN 7R

W43 LINE OF THE FLOOR ABOVE

ATTIC HATCH

W22

W22a

13'-2"

19'-8"

W11 W24

3'-3 1/2"

6'-6"

9'-5"

3'-9"

4'-0"

CLOSET

W24

D-06

7'-4"

W/D

UP 17R 3'-1"

W11

W65

D-07

2x6PLUMB.WALL

W42

CLOSET

2'-3"

D-14

13'-1" X 11'-7" (CARPET)

D-12

W22

MASTER BEDROOM

3'-3 1/2"

1'-11"

W11

W28

D-07 D-07

5'-1" x 3'- 2" (TILE)

7'-6"

3'-10 1/2"

W64

W23

PWDR D-18

W13

BEDROOM

W22

W11 W13

3'-10"

2'-6 1/2"

3'-6 1/2"

3'-3"

7'-6"

4 A5.03

W24

W22

D-11

8'-8" X 8'-11" (CARPET) 9'-2"

UP 7R

D-01

(TILE)

DN 7R

W11

3'-10"

4'-7" 4'-10"

9'-5"

W11

DN 17R 3'-1"

ENTRY

D-06 42" HIGH PONY WALL

W38

BATH

W11

4'-10"

2'-2"

W13

W22

2'-2"

W13

2'-0 1/4"

W1 W1

5'-1" X 8'-3" (TILE)

4'-8 3/4"

4'-7" ROOF ABOVE

2'-2"

1'-9"

W11

13'-0"

W13

6'-3"

1'-11 1/2" 2'-5 1/2"

2'-2"

6'-5"

11'-4"

4'-0"

12'-8"

37'-0" [11.28m]

Scale: 1/4' = 1'0"

MAIN FLOOR PLAN

Scale: 1/4' = 1'0"

10'-6"

10"

12'-6"

37'-0" [11.28m]

37'-0" [11.28m] 12'-8"

13'-0"

4'-6"

6'-10"

1 A5.14

ROOF PEAK

at plywd

35'-3"

W13

3'-1" W13

T/O WALL

W11a

CRAWLSPACE

D-03c

27'-11"

9'-5"

19'-4 1/4" [5.90m]

2'-0" THIRD FLOOR

12 8

at t/o subfloor

19'-10"

8'-5"

UP 7R

2'-0"

2'-4"

2'-0"

14'-11 1/2"

5'-4"

2'-6"

W11

4'-4"

4 A5.07

3'-6"

7 A5.03

BEDROOM

3'-6"

GARAGE 19'-9" X 18'-10" (CONCRETE)

W26 D-08

SLOPE

W11

7'-6"

MASTER BEDROOM

W11a

W26

8'-1"

HALL

4'-8"

5'-0"

4'-10"

3 A5.06

24'-3" [7.39m]

at t/o plate

UP 7R

W13

STOR.

9'-6"

1'-0"

6'-0"

4'-7"

1'-0"

9'-4 1/4" [2.85m]

12 4

4'-7"

7'-4"

D-02

D-07

D-05a

19'-8"

R5 12

2% SLOPE MIN.

MECH.FD

D-03b

8 A5.02

BATH 5'-8" x 5'-6" (TILE)

at t/o subfloor

DATA BOX

1 A5.05

W26a ELECT. PANEL C/W ISOBOARD BEHIND (3"MIN.)

W22

SECOND FLOOR

10'-2"

W22 D-06

9'-4 1/4" [2.85m]

CLOSET

10'-5"

2'-6"

9'-6" X 14'-0" (CARPET)

4'-0"

7'-4"

LINE OF DECK OVER

W63

6'-2"

14'-10"

35'-3" [10.74m]

KITCHEN

19'-4 1/4" [5.90m]

D-08

STUDY

3'-6"

7 A5.02

10'-11"

5'-6"

LIVING ROOM 3'-0" MIN.GUARD

8'-0"

DECK

2x8WALL

5 A5.06

W11a

8'-11"

SEE BUILDING PLANS

2'-2"

STUDY

8'-0"

7 A5.05

GARAGE

8'-11"

6'-8"

3 A5.08

10'-1"

6'-7 1/2"

20'-3 1/2"

ENTRY at t/o subfloor

4'-5 1/2"

GROUND FLOOR PLAN

Scale: 1/4' = 1'0"

UNIT - E2 (1,818 S.F.) FLOOR PLANS - UNIT E2 AREAS

S.F.

S.M.

- GROUND FLOOR

331.18

30.77

8'-11" 14 @ 7.65" 13 @ 10"

- MAIN FLOOR

761.60

70.75

- UPPER FLOOR

726.03

67.45

10'-11" 17 @ 7.71" 16 @ 10"

- AREA TOTAL (NET) =

1,818.81

168.97

394.92

36.69

2,213.73

205.66

(168.97 S.M.)

MAIN FLOOR(3.50m) F1 2% SLOPE MIN.

F1a

at t/o concrete

0'-0"

STAIR CALCULATION: GROUND FLOOR TO SECOND FLOOR: RISERS: TREADS:

4 -

UNIT SECTION Scale: 1/4' = 1'0"

SECOND FLOOR TO THIRD FLOOR: RISERS: TREADS:

- GARAGE - AREA TOTAL (GROSS) =

0.5m 1m 1.5m

0 1'

10'

A4.06

FIBRE-CEMENT BOARD ON RAINSCREEN STRAPPING c/w BUG SCREEN TOP & BOTTOM TYVEK BUILDING WRAP OR EQ. AIR & VAPOUR BARRIER 2

2x8" DADOED WOOD TRIM BOARD, PRIMED AND PAINTED ALL FOUR SIDES, OVER FIBRE-CEMENT BEAD-BOARD ON RAIN SCREEN STRAPPING. OVERLAP WOOD DOOR FRAME.

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP.

FINISH CAULK AT SEAM BETWEEN TRIM BOARDS

EXTEND TYVEK JAMB FLASHING PAPER 12" ALONG WALL FACE

DOOR CASING

WOOD DOOR FRAME

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP.

TYVEK STRIP BETWEEN STRAPPING AND CORNER TRIMS

WOOD DOOR FRAME

SEALANT BETWEEN FRAME AND TRIM

2x WOOD TRIM BOARD, PRIMED AND PAINTED ALL FOUR SIDES, ON FURRING WITH THICKNESS TO MATCH FACE OF TRIM @ OPPOSITE DOOR JAMB. SEALANT BETWEEN FRAME AND TRIM

FIBREGLASS DOOR

TYVEK LAPPED OVER FLASHING.

SEALANT w/ BACKER ROD BETWEEN DOOR FRAME AND TYVEK PRESTRIP

TAPE FIELD TYVEK ON TO TYVEK PRESTRIP AT JAMBS TYP. EXTEND TYVEK JAMB FLASHING PAPER 12" ALONG WALL FACE

DOOR CASING

2x4 WOOD TRIM ON FIRBRE-CEMENT PANEL

FINISH CAULK BETWEEN TRIM AND FIBRE-CEMENT BOARD - PER MANUFACTURER'S REQUIREMENTS

SEALANT w/ BACKER ROD BETWEEN DOOR FRAME AND TYVEK PRESTRIP

VINYL CLADDING ON RAINSCREEN SYSTEM, REFER TO ELEVATIONS,

TYVEK BUILDING WRAP OR EQ. STARTER STRIP

SLOP

WINDOW HEADER

PREFIN. METAL FLASHING c/w END DAM. COLOUR TO MATCH TRIM

ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING 10 WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP.

2x6" WOOD TRIM, PAINTED ALL FOUR SIDES

10 6

POLYURETHANE CAULK

SEAL CORNERS OF WOOD FRAMING (TYP) VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE.)

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND TYVEK PRESTRIP G.W.B. RETURN BEYOND

PLAN - TYP. EXTERIOR DOOR JAMB @ FIBRE CEMENT PANEL SCALE: 3" = 1'-0"

PLAN - EXTERIOR DOOR JAMB @ CORNER

SCALE: 3" = 1'-0"

SECTION - PATIO DOOR HEAD SCALE: 3" = 1'-0"

CANOPY/OVERHANG/DECK ABOVE 10

RIGID INSULATION , SPRAY FOAMED AT PERIMETER

6 1x4 T&G PAINTED CEDAR SOFFIT 2

2 6

2x4" DADOED WOOD TRIM, PRIMED AND PAINTED ALL FOUR SIDES

AIR & VAPOUR BARRIER

FIBRE-CEMENT PANEL 2x4 PAINTED WOOD TRIM

4 FIBRE-CEMENT PANEL ON 1/2" RAINSCREEN STRAPPING TYVEK BUILDING WRAP OR EQ. STARTER STRIP DOOR HEADER

CLAULK SEAM BETWEEN TRIM AND PANEL 10

PAINTED WOOD TRIM

10 6

2x6" DADOED WOOD TRIM, PRIMED AND PAINTED ALL FOUR SIDES

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP.

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND TYVEK PRESTRIP

PERFORATED VINYL SOFFIT 2x6 EXPOSED DENTILS PAINTED ALL SIDES

AIR & VAPOUR BARRIER SEALED AT TOP PLATE

DROP BEAM AS/STRUCTURAL

2x8" DADOED WOOD TRIM BOARD ON RAIN SCREEN STRAPPING, PRIMED AND PAINTED ALL 4 SIDES

TYVEK STRIP BETWEEN STRAPPING AND CORNER TRIM

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

TYVEK BUILDING WRAP OR EQ. LAPPED OVER FLASHING

FINISH CAULK AT SEAM BETWEEN TRIM BOARDS

VINYL CLADDING ON RAINSCREEN SYSTEM, REFER TO ELEVATIONS,

EXTEND TYVEK JAMB FLASHING PAPER 12" ALONG WALL FACE

2x WOOD TRIM BOARD, PRIMED AND PAINTED ALL FOUR SIDES, ON RAIN SCREEN STRAPPING.

SEAL CORNERS OF WOOD FRAMING, TYP.

SLOP

2x6" WOOD TRIM BOARD, ON RAIN SCREEN STRAPPING, PRIMED AND PAINTED ALL 4 SIDES

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP. EDGE OF GWB RETURN BEYOND

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP.

WOOD DOOR FRAME

LAP AND SEAL SHEATHING MEMBRANE TO TYVEK PRE STRIP

SEALANT w/ BACKER ROD AND FINISHED CAULK ONTO WINDOW FRAME

VINYL WINDOW FRAME

SECTION - EXTERIOR DOOR HEAD @ MAIN ENTRY SCALE: 3" = 1'-0"

VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS

SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND TYVEK PRESTRIP

PAINTED WOOD FRAME

FIBREGLASS DOOR

1" MIN.

PLAN - WINDOW JAMB @ CORNER

SCALE: 3" = 1'-0"

SECTION - PATIO DOOR HEAD AT BUMP-OUT ABOVE SCALE: 3" = 1'-0"

POLYURETHANE CAULK BETWEEN S.A.M. AND WINDOW FRAME EDGE OF GWB RETURN BEYOND

TYVEK BUILDING WRAP OR EQ. WOOD AND ALUM. THRESHOLD SET ON 1 8" HARD PLASTIC SHIMS

R-5 RIGID INSULATION AS THERMAL BREAK 2x WOOD BLOCKING PAINTED FOUR SIDES

VARIES (min. 2") (Refer to Landscape)

CAST IN PLACE CONCRETE STOOP c/w BROOM FINISH

SEAL BACK OF WINDOW FRAME FLANGE TO TYVEK BUILDING WRAP OR EQ. SEALANT w/ BACKER ROD BETWEEN WINDOW FRAME AND VAPOUR BARRIER ACOUSTIC SEALANT BETWEEN POLY AND FACE OF FRAMING

1x3 WOOD SILL TRIM

POLYURETHANE CAULK

SHIM AS REQUIRED

1x WOOD TRIM, PAINTED ALL FOUR SIDES, TO COVER FLANGE

ACOUSTIC SEALANT

BACK CAULK J-TRIM INTO DADO OF JAMB TRIM AND FINISH CAULK CLADDING TO JAMB TRIM

1" MIN.

S.A.M. WRAPPED DOWN OVER W.P. MEMBRANE (EXTEND 4" UP EACH JAMB) AND SEALED TO ALUM. BACK ANGLE

EXTEND TYVEK JAMB FLASHING PAPER 12" ALONG WALL FACE

WRAP TYVEK PRE STRIP TO INTERIOR FACE OF ROUGH OPENING TYP. SEAL CORNERS OF WOOD FRAMING (TYP)

EXTEND SILL MEMBRANE TO BACK OF DOOR FRAME

CAULK BETWEEN METAL BACK DAM ANGLE AND FRAME

LIQUID APPLIED TRAFFIC MEMBRANE DECK JOIST (REFER TO STRUCTURAL) 2

LAMINATE FLOORING

VINYL SIDING ON RAIN SCREEN STRAPPING c/w BUG SCREEN TOP/BOTTOM

1" MIN.

FIBREGLASS DOOR

SEALANT w/ BACKER ROD BETWEEN DOOR THRESHOLD AND S.A.M. MAKE SILL SEALANT CONTINUOUS WITH SEALANT AT JAMBS, TYP.

VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE)

TAPE FIELD TYVEK ON TO TYVEK PRESTRIP AT JAMBS TYP. 2x6 DADOED WOOD TRIM BOARD ON RAIN SCREEN STRAPPING PRIMED AND PAINTED ALL 4 SIDES.

LAP AND SEAL SHEATHING MEMBRANE TO TYVEK PRE STRIP

DETAILS

3" RIGID INSULATION WITH SPRAY FOAM EDGES 2

SEALANT w/ BACKER ROD AND FINISHED CAULK ONTO WINDOW FRAME

TYVEK PRESTRIPPING ACCEPTABLE WITH MEMBRANE INSTALLED OVER DECK. IF EXPOSED, SELF ADHERED MEMBRANE SHOULD BE INSTALLED

GWB RETURN VINYL NAIL-ON TYPE SLIDING PATIO DOOR, SET ON INTERMITTENT PLASTIC SHIMS (ALSO SHIM BETWEEN FLANGE AND WALL FACE)

WOOD TRIM SURROUND BELOW

UNHEATED GARAGE - BELOW

MEMBRANE LAPPED OVER TYVEK HOMEWRAP OR EQ. 2x DADOED BOARD RIPPED TO SUIT

SECTION - EXTERIOR DOOR SILL @ MAIN ENTRY SCALE: 3" = 1'-0"

PLAN - TYP. PATIO DOOR JAMB SCALE: 3" = 1'-0"

SECTION - PATIO DOOR SILL (DECK JOIST TERMINATES @ EXT. WALL) SCALE: 3" = 1'-0"

A5.02

2 2

6 6

T.O. INTERMEDIATE LANDING 14'-8 11/32"

2 2

PREFIN. METAL FLASHING, COLOUR TO MATCH TRIM 2x4" WOOD BLOCKING

10 10 2 2

R3 12

1x4" T&G WOOD SOFFIT PAINTED WHITE

6 6

1x6" WOOD DECK BOARDS T.O. LANDING SUPPORTS

VENT

EXTEND MEMBRANE OVER METAL DRIP FLASHING AT ALL EDGES 2x4" WOOD BLOCKING 2x4" FRAMING 6

ALUM. GUTTER SYSTEM

DROP BEAM (REFER TO STRUCTURAL)

2x10" LANDING SUPPORT 2

2x6" PAINTED RAFTER TAIL

PROVIDE S.A.M. UNDER SILL AND DOWN FRAMING BEHIND PORCH FRAMING/BOLTS

2x8" WOOD FASCIA, PRIMED AND PAINTED ALL SIDES

1 2"

2x10" INSET WOOD FASCIA, PRIMED AND PAINTED ALL SIDES

P.T. STRAPPING 10

TYVEK LAPPED OVER S.A.M.

TYVEK PRE-STRIP C/W 21" RAINSCREEN STRAPPING OVER

2 2

6 6

ENTRY POT LIGHT - REFER TO ELECTRICAL

S.A.M. LAPPED OVER FLASHING 1x8" PAINTED WOOD TRIM SEALANT BETWEEN FRAME AND TRIM

FLASHING COVERING VINYL STARTER STRIP

3' HANDRAIL HT. (TYP.)

3'-6" HIGH GUARDRAIL - SIDE MOUNTED

8'-11"

3'-6" GUARDRAIL HT. (TYP.)

INTERIOR - MAIN ENTRY

MAIN FLOOR

7'-8" U/S CANOPY FRAMING

7' ENTRY DOOR ROUGH OPENING

BRACING UNIT - REFER TO SECTION DETAIL 3 / A5.07

1x6" WOOD DECK BOARDS T.O. LANDING SUPPORTS

T.O. ENTRY LANDING 2

2x10" LANDING SUPPORT AS / STRUCTURAL

USE PRESSURE TREATED WOOD FOR EXPOSED DECK FARMING AND STAIRS

4'-5 1/2"

10 10

2 2

6 6

3"x3" POWDER COATED ALUMINUM END POST w/ 4"x4" CAP

734" RISER

2x3" WOOD TRIM - PAINTED

11" TREND

1" NOSING

2x6" WOOD TRIM - PAINTED

6x6" WOOD POST - PAINTED PAINTED 2x12" STRINGER (BEYOND)

121"

GALVANZIED SADDLE AT BASE OF COLUMN - REFER TO STRUCTURAL

121"

GROUND FLOOR

0'-0"

UNIT E1 ENLARGED ENTRY SECTION

4" 4"

221"

4" 4"

221"

1% SLOPE (U.N.O.)

3'-6"

1'-3"

A5.13 1

SECTION - ENTRY AT UNIT E1 SCALE: 1" = 1'-0"

PERIMETER DRAIN C/W DRAIN ROCK AND FILTER FABRIC (TYPICAL) - REFER TO MECH./PLUMBING DWGS

1 G TIN IS

0.65m DEDICATIO N 1.25m SRW

m 4 DE 5.4 RA 13 G G

TIN

m 2 ADE 7.0 R 13 G G

TIN

STAIR #4

EX ISTI 13 NG 3.24 GRA m DE

LOADING & GARBAGE/RECYCLING STAGING AREA

P.M.T.

EXISTING LAN E EX

m 1 E .5 AD 34 GR

EXISTING PROPER TY LINE PROPOSED PRO PERTY LINE

SETBACK

TIN13 G 8.2 G 6 RA m DE

TI 133 NG .7 GR 7 m AD E

9'-10" [3.0m]

EX IS

STAIR #3

SETBACK UNIT-F1c 48

UNIT-F1b 14'-9" [4.5m]

UNIT-F1a

UNIT-Fc 49

EXISTING LANE

UNIT-Fa 34

UNIT-Fb

BLDG #7

BLDG #5 UNIT-Fa

UNIT-Fa

EX IS 1 TIN 3 G 4.0 G 8 RA m DE

BLDG #1

MFE: 138.35m UNIT-Fa

UNIT-Fa

UNIT-F1c

A4.02

UNIT-Fa 39

UNIT-Fa

UNIT-Fc

MFE: 137.50m UNIT-Fa

3 13'-1" [4.0m]

UNIT-Fa 54

UNIT-Fa

UNIT-Fc

4 9" [ 14'-

30'-0" [9.1m] BLDG #3

MFE: 136.25m UNIT-Fa

22'-4" [6.8m]

29'-10" [9.1m]

31'-3" [9.5m]

MFE: 135.65m UNIT-Fc

UNIT-Fa

UNIT-F1b

A4.03

3 A4.03

PROPOSED PROPERTY LINE

ORIGINAL PROPERTY LINE

LANE EXTENSION

FUTURE 2.25m DEDICATION

UNIT-Fc

UNIT-Fa BLDG #6

30'-0" [9.1m] 60

UNIT-Fa

12 13

PP TRANSFORMER 14

UNIT-Fa 31

]

EX IS

A4.03

UNIT-F1a

10'-6" [3.2m]

.5m

" [3

3 A4.01

TIN13 G 4.3 G 6 RA m DE

UNIT-F1b 10'-6" [3.2m]

8'-212" [2.5m]

1'-6

UNIT-Fa

RAMP DOWN

2 A4.02

UNIT-Fa MFE: 137.75m

A4.02

BLDG #2 28

UNIT-Fa

'-9" [6

28'-0" [8.5m] UNIT-Fa MFE: 137.00m

UNIT-F1c

R19

UNIT-Fa BLDG #4

UNIT-Fa MFE: 136.25m 61

UNIT-F1a

13'-1" [4.0m]

26'-0" [7.9m]

UNIT-Fc

UNIT-Fa

BLDG #8

UNIT-Fc MFE: 135.65m 14'-9" [4.5m]

UNIT-Fa

STAIR #2

2 A4.01

IS 1 TIN 3 G 7.1 G 0 RA m DE

UNIT-F1b

1 A4.01

10'-6" [3.20m]

TIN13 G 7.5 G 9 RA m DE

MAIL

UNIT-F1b

UNIT-F1c

55'-7" [16.9m]

50'-3" [15.3m]

40'-6" [12.3m]

45'-10" [14.0m]

50'-5" [15.4m]

45'-0" [13.7m]

45'-6" [13.9m] TIN13 G 4.7 G 5 RA m DE EX IS

STAIR #5

ROBINSON STREET

50'-10" [15.5m]

TIN13 G 7.5 G 8 RA m DE

UNIT-F1a

EX IS 1 TIN 3 G 4.3 G 3 RA m DE

FUTURE 0.65m DEDICATION

UNIT-Fa UNIT-Fc

UNIT-Fc

UNIT-Fa

PP TRANSFORMER

UNIT-F1b

EXISTING SINGLE FAMILY

1 A1.01

SITE PLAN Scale: 1/16" = 1'0"

38' [11.58 m] 10'-1112" [3.34 m]

38' [11.58 m] 9'-512" [2.88 m]

17'-7" [5.36 m]

10'-1112" [3.34 m]

ATTICFIRERATINGS

38' [11.58 m] 9'-512" [2.88 m]

17'-7" [5.36 m]

11'-2" [3.40 m]

26'-10" [8.18 m]

DENOTES 1 HR. FIRE RESISTANCE RATING

LEGEND:

13'-2" [4.01 m]

UNIT - F2a

TYPICALBULKHEAD/ DROPPEDCEILING RAISED/ VAULTEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

UNIT - F2a

UNIT - F2a UNIT - F1b UNIT - F2a

UNIT - F1a UNIT - Fa DN

UNIT - Fc UNIT - Fa

UNIT - Fa UNIT - Fa DN

UNIT - Fc

UNIT - Fa

UNIT - Fa DN

UNIT - Fc

UNIT - Fa DN

UNIT - Fa UNIT - Fa

UNIT - Fc

UNIT - Fa DN DN ND

UNIT - Fa

UNIT - Fc

UNIT - F1a DN ND

UNIT - Fa

UNIT - Fa UNIT - Fc

DN ND

UNIT - F1a

UNIT - H UNIT - F1b

BRICKCLADDING /BRICKLEDGE UNIT - H

FLOOR & ROOF ASSEMBLY MARK DOORMARK W23

UNIT - Fa

13' [3.96 m]

UNIT - Fa

DN DN

UNIT - Fa UNIT - Fa

UNIT - Fa

UNIT - F2b DN DN

UNIT - Fa

UNIT - Fa UNIT - Fa

UNIT - F1a

WINDOWMARK

BUILDINGSECTION MARK

13' [3.96 m]

SEESTRUCTURALDRAWINGS FORSLABPLANDETAILS

UNIT - Fa

13' [3.96 m]

41 DN

UNIT - Fa DN

UNIT - Fa

13' [3.96 m]

UNIT - Fa

13' [3.96 m]

UNIT - Fa

13' [3.96 m]

UNIT - Fa

13' [3.96 m]

UNIT - Fb

6 13' [3.96 m]

UNIT - Fa

6 13' [3.96 m]

UNIT - Fa

DN DN

WATER CURTAIN FOR EXIT EXPOSURE

UNIT - Fa

SEEUNITPLANSFORALLCEILING HEIGHTSANDDETAILS

13' [3.96 m]

117'-4" [35.76 m]

13' [3.96 m]

UNIT - Fa

13' [3.96 m]

UNIT - Fa

UNIT - Fa DN

UNIT - Fb

DW DISH WASHER F. REFRIGERATOR F.G. FINISHED GRADE P. PANTRY T.O.S. TOP OF SLAB W/D WASHER / DRYER

117'-4" [35.76 m]

13' [3.96 m]

UNIT - Fa

13' [3.96 m]

117'-4" [35.76 m]

43 42

SEC.

DETAILNUMBER REFERENCEDRAWING

UNIT - Fa

UNIT - Fa UNIT - Fa DN

UNIT - F2a

DWG.

13' [3.96 m]

UNIT - Fa UNIT - Fb

UNIT - F2a

13' [3.96 m]

UNIT - Fa

DN DN

UNIT - Fa

UNIT - Fb

DN DN

UNIT - Fa

13' [3.96 m]

UNIT - Fa

UNIT - F1a

UNIT - H

UNIT - Fa

13' [3.96 m]

UNIT - Fb

UNIT - Fa

UNIT - F1b

WALLASSEMBLYMARK

UNIT - Fa

1 A2.06a

13'-2" [4.01 m]

UNIT - H

13'-2" [4.01 m]

UNIT - H

A3.06

GROUND FLOOR PLAN Scale: 1/8" = 1'0"

A2.06a

SECOND FLOOR PLAN Scale: 1/8" = 1'0"

A2.06a

BUILDING 6 PLANS

THIRD FLOOR PLAN

S.F.

S.M.

779.73

72.44

- GROUND FLOOR

4,491.56

417.28

- SECOND FLOOR

4,509.11

418.91

- THIRD FLOOR

2,799.47

260.08

- AREA TOTAL =

12,579.88

1,168.71

1/8" = 1'0" -Scale: BUILDING 6 AREAS

- PARKADE

A2.06A

A 38' [11.58 m]

38' [11.58 m] 10'-111

[3.34 m]

17'-7" [5.36 m]

ATTICFIRERATINGS

9'-51

[2.88 m]

11'-2" [3.40 m]

26'-10" [8.18 m]

DENOTES 1 HR. FIRE RESISTANCE RATING

1'-112" 13'-2" [4.01 m]

1'-6" [0.46 m]

12 : 12

1'-6" [0.46 m]

12 : 12

13'-2" [4.01 m]

UNIT - F2a

UNIT - F2a UNIT - F1b UNIT - F2a

UNIT - F1a UNIT - Fa DN

UNIT - Fc UNIT - Fa

UNIT - Fa UNIT - Fa DN

UNIT - Fc

UNIT - Fa

12 : 12

1'-6" [0.46 m]

TYPICALBULKHEAD/ DROPPEDCEILING RAISED/ VAULTEDCEILING RWL (RAINWATERLEADER) RWL TO BELOW

1' [0.30 m]

LEGEND:

UNIT - Fa

UNIT - Fa DN

UNIT - Fc

UNIT - Fa DN

UNIT - Fa UNIT - Fa

UNIT - Fc

UNIT - Fa DN DN ND

UNIT - Fa

UNIT - Fc

UNIT - F1a DN ND

UNIT - Fa

UNIT - Fa UNIT - Fc

DN ND

UNIT - F1a

UNIT - H UNIT - F1b

BRICKCLADDING /BRICKLEDGE UNIT - H

13' [3.96 m]

6 : 12

1' [0.31 m] 6 : 12

1' [0.31 m]

W23

UNIT - Fa

DN DN

UNIT - Fa DN

UNIT - Fa

UNIT - Fa DN DN

UNIT - Fb

DN DN

UNIT - Fa

UNIT - Fa DN

UNIT - Fa

UNIT - F2b DN DN

UNIT - Fa

UNIT - Fa UNIT - Fa

13' [3.96 m]

UNIT - F1a

WINDOWMARK DETAILNUMBER REFERENCEDRAWING

1'-6" [0.46 m]

UNIT - Fa

BUILDINGSECTION MARK

DW DISH WASHER F. REFRIGERATOR F.G. FINISHED GRADE P. PANTRY T.O.S. TOP OF SLAB W/D WASHER / DRYER

13' [3.96 m]

117'-4" [35.76 m]

SEEUNITPLANSFORALLCEILING HEIGHTSANDDETAILS 1' [0.31 m]

6 : 12

1' [0.31 m]

6 : 12

SEESTRUCTURALDRAWINGS FORSLABPLANDETAILS

UNIT - Fa 1'-6" [0.46 m]

1'-6" [0.46 m]

13' [3.96 m]

UNIT - Fa

WATER CURTAIN FOR EXIT EXPOSURE

13' [3.96 m] 13' [3.96 m]

117'-4" [35.76 m]

UNIT - Fa DN

UNIT - Fb

UNIT - F2a

DWG.

13' [3.96 m]

44 43 42

UNIT - Fa

12 : 12

BICYCLE BICYCLE 0.60m x 1.80m 0.60m x 1.80m

UNIT - Fa UNIT - Fa DN

12 : 12

UNIT - Fa

UNIT - Fa UNIT - Fb

UNIT - F2a

12 : 12

DN DN

FLOOR & ROOF ASSEMBLY MARK DOORMARK

BICYCLE BICYCLE 0.60m x 1.80m 0.60m x 1.80m

UNIT - Fa

BICYCLE BICYCLE 0.60m x 1.80m 0.60m x 1.80m

UNIT - Fa

DN DN

UNIT - Fb

UNIT - F1a

UNIT - H

UNIT - Fa

SEC.

UNIT - Fa

UNIT - Fb DN

BICYCLEBICYCLE 0.60m x 1.80m 0.60m x 1.80m

UNIT - Fa

UNIT - F1b

WALLASSEMBLYMARK

6 : 12 6.5 : 12

13' [3.96 m]

41 40

13' [3.96 m]

UNIT - Fa

1'-6" [0.46 m]

1' [0.31 m]

6 : 12

UNIT - Fa

1' [0.31 m]

6 : 12

13' [3.96 m]

0.60m x 1.80m 0.60m x 1.80m BICYCLE BICYCLE

UNIT - Fa

13' [3.96 m]

1' [0.31 m] 6 : 12

UNIT - Fa

1' [0.31 m] 6 : 12

12 : 12

13'-2" [4.01 m]

1'-6" [0.46 m]

UNIT - H

12 : 12

1'-6" [0.46 m]

12 : 12

UNIT - H

12 : 12

BICYCLE BICYCLE 0.60m x 1.80m0.60m x 1.80m

13'-2" [4.01 m]

41 40

0.60m x 1.80m 0.60m x 1.80m BICYCLE BICYCLE

1'-6" [0.46 m]

UNIT - Fa

12 : 12

BICYCLE BICYCLE 0.60m x 1.80m 0.60m x 1.80m

12 : 12

UNIT - Fa

13' [3.96 m]

BUILDING 6 PLANS

5 A3.06

1 A2.06b

PARKADE PLAN Scale: 1/8" = 1'0"

A2.06b

ROOF PLAN Scale: 1/8" = 1'0"

A2.06B

BRICK: MUTUAL USED WINDOWS: BLACK VINYL

UNIT - F1a

UNIT - Fa

13'-2"

13'

ROOF PEAK

VINYL SIDING: GENTEK 012 (LINEN) WINDOWS: BLACK VINYL

BRICK: MUTUAL USED WINDOWS: BLACK VINYL

UNIT - Fa 104'-4" [31.80m] 13'

VINYL SIDING: GENTEK 570 (STORM) WINDOWS: WHITE VINYL

HARDIE PLANK: BM HC-103 (CROMWELL GRAY) BRICK: MUTUAL USED WINDOWS: BLACK VINYL

UNIT - Fa

UNIT - F1a

13'

13'-2"

34'-6"

ROOF PEAK

4 26'-11" TOP OF WALL t/o plate

t/o plate

W1a

W18

W1a

18'-10" THIRD FLOOR t/o subfloor

35' [10.67m] 8'-11"

t/o subfloor

SECOND FLOOR

9'-11"

W19 W17

SECOND FLOOR t/o subfloor

9'-11"

t/o subfloor

D-01

MAIN FLOOR

D-01

0'-00"

W17

W20

MAIN FLOOR t/o subfloor

12'

t/o subfloor

-12'-00" GROUND FLOOR

t/o concrete

EAST ELEVATION

A3.01

1 ROOF PEAK

Scale: 1/8" = 1'0"

HARDIE PLANK: BM HC-103 (CROMWELL GRAY) BRICK: MUTUAL USED WINDOWS: BLACK VINYL

VINYL SIDING: GENTEK 570 (STORM) WINDOWS: WHITE VINYL

A3.01 VINYL SIDING: GENTEK 012 (LINEN) WINDOWS: BLACK VINYL

VINYL SIDING: GENTEK 570 (STORM) WINDOWS: WHITE VINYL

UNIT - F1a

UNIT - Fa

13'-2"

13'

VINYL SIDING: GENTEK 570 (STORM) WINDOWS: WHITE VINYL

UNIT - Fa 104'-4" [31.80m] 13'

Scale: 1/8" = 1'0" HARDIE PLANK: BM 2124-20 (TROUT GRAY) BRICK: MUTUAL USED WINDOWS: WHITE VINYL

UNIT - Fa

UNIT - F1a

13'

13'-2"

UNIT - Fa

UNIT - F1a 38' [11.58m] 34'-6"

ROOF PEAK

8'-1"

12 4

NORTH ELEVATION

HARDIE PLANK: BM 2124-20 (TROUT GRAY) BRICK: MUTUAL USED WINDOWS: WHITE VINYL

VINYL SIDING: GENTEK 012 (LINEN) WINDOWS: BLACK VINYL

VINYL SIDING: GENTEK 570 (STORM) WINDOWS: WHITE VINYL

12 8'-1"

34'-6"

8'-1"

W18

18'-10" THIRD FLOOR

0'-00"

UNIT - F1a 38' [11.58m]

26'-11" TOP OF WALL

9'-11"

UNIT - Fa

8'-1"

34'-6"

VINYL SIDING: GENTEK 012 (LINEN) WINDOWS: BLACK VINYL

8'-1"

HARDIE PLANK: BM 2124-20 (TROUT GRAY) BRICK: MUTUAL USED WINDOWS: WHITE VINYL

12 26'-11" TOP OF WALL

26'-11" TOP OF WALL

t/o plate

t/o plate W9

W11

8'-1"

W11

16 19 18'-10" THIRD FLOOR

18'-10" THIRD FLOOR

t/o subfloor

9'-11"

35' [10.67m] 8'-11"

t/o subfloor

SECOND FLOOR

9'-11"

W10

MAIN FLOOR

0'-00"

W17

MAIN FLOOR

12'

-12'-00" GROUND FLOOR t/o concrete

t/o concrete

A3.01

Scale: 1/8" = 1'0" 1

1 ROOF PEAK

WEST ELEVATION

A3.01

UNIT - F1a

UNIT - Fa

13'-2"

13'

UNIT - Fa 104'-4" [31.80m] 13'

UNIT - Fa

UNIT - F1a

13'

13'-2"

8'-1"

12 12 4

26'-11" TOP OF WALL

8'-1"

t/o plate

18'-10" THIRD FLOOR

35' [10.67m] 8'-11"

t/o subfloor

BEDROOM

LAUNDRY

SECOND FLOOR

9'-11"

t/o subfloor

0'-00"

W20

t/o subfloor

-12'-00" GROUND FLOOR

9'-11"

W10

t/o subfloor

34'-6"

W17

t/o subfloor

0'-00"

SECOND FLOOR

W19

DINING ROOM

MUDROOM

MAIN FLOOR

12'

t/o subfloor

-12'-00" GROUND FLOOR t/o concrete

5 A3.01

BUILDING SECTION Scale: 1/8" = 1'0"

BEDROOM

SOUTH ELEVATION Scale: 1/8" = 1'0"

279' [85.04m] PROPOSE SITE 38' [11.58m] BLDG #3

29'-10" [9.09m] GREEN AREA

38' [11.58m] BLDG #5

31'-3" [9.53m] GREEN AREA

38' [11.58m] BLDG #7

8'-1" 14'-9" [2.47m] [4.50m]

SETBACK

30' [9.14m] GREEN AREA

SETBACK

38' [11.58m] BLDG #1

148' [45.11m] RESIDENCE #727-725

21'-11" [6.68m] LANE

P. L.

13'-11 4" [4.00m]

66'-6" [20.27m] ROBINSON STREET

P. L.

128' [39.01m] RESIDENCE#727

FUTURE 3 STOREY TOWNHOME (RM-2)

PARKADE

FUTURE 3 STOREY TOWNHOME (RM-2)

PARKADE PARKADE

3 -

PROPOSED STREETSCAPE (FROM NORTH LANE) Scale: NTS

279' [85.04m] PROPOSE SITE 31'-3" [9.53m] GREEN AREA

38' [11.58m] BLDG #5

29'-10" [9.09m] GREEN AREA

PARKADE

38' [11.58m] BLDG #1

13'-1" [3.99m]

66'-6" [20.27m] ROBINSON STREET

128' [39.01m] RESIDENCE#117

PARKADE PARKADE

30' [9.14m] GREEN AREA

FUTURE 3 STOREY TOWNHOME (RM-2)

38' [11.58m] BLDG #3

P. L.

38' [11.58m] BLDG #7

SETBACK

14'-9" 8'-1" [4.50m] [2.47m]

SETBACK

21'-11" [6.68m] LANE

P. L.

148' [45.11m] RESIDENCE #721

PROPOSED STREETSCAPE (FROM INTERNAL GREEN STREET) Scale: NTS

1 -

2 -

3D AERIAL ELEVATION (LOOKING S.W.) Scale: NTS

3D AERIAL ELEVATION (LOOKING N.E.) Scale: NTS