PROJECT TEAM PROPOSED NEWGEN CENTRE DEVELOPMENT, … · issued for final dp rev. 1 submission &...

1 - 3171 Flint Street,Port Coquitlam, B.C. Canada

V3B 4H9

Tel. 604. 970-8413Fax 604. 468-8415

Email: [email protected]

Member of the Architectural Institute ofBritish Columbia

MARA + NATHA

ARCHITECTURE

Project No.

Start of Project

Sheet No.

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Project Address

JUNE 10, 2011 1 ISSUED FOR PRE-APPLICATION

JUL 20, 2011 2 FOR CONSULTANT PROPOSALS

AUG 03, 2011 3 ISSUED FOR FULL D.P. APPLICATION

OCT 18, 2011DESIGN REVISIONS ADDRESSINGCITY'S COMMENTS4

NOV 02, 2011UPDATED SITE PLAN ISSUED TOCIVIL & LANDSCAPE CONSULTANTS5

NOV 11, 2011ISSUED FOR FINAL DP REV. 1SUBMISSION & CLIENT REVIEW6

NOV 17, 2011ISSUED FOR STRATA LOT NUMBERS,PARKING NUMBERS & MINOR REV.

7

JAN 10, 2012REVISED AS PER CITY COMMENTSDATED DEC 23, 20118

FEB 02, 2012REVISED PROJECT CALCULATIONSBASED ON NEW LOT AREA

9

MAR 06, 2012ISSUED FOR FINAL BP REVIEW &COORDINATION10

MAR 08, 2012ISSUED FOR BUILDING PERMITAPPLICATION SUBMISSION11

MAY 1, 2012ISSUED FOR TENDER12

01/05/2012 1:58:49 AM

837 LOUGHEED HWYCOQUITLAM, BC

PROPOSED NEWGENCENTER

DEVELOPMENT

PROJECT TITLESHEET

A00021020

Issue Date

PROPOSED NEWGEN CENTRE DEVELOPMENT, COQUITLAM, B.C.

12" = 1'-0"1 COVER SHEET RENDERING

PROJECT TEAM

CLIENT641616 B.B. LTD901 LOUGHEED HIGHWAYCOQUITLAM, B.C. V3K 3T3TEL: 604-917-0263

ARCHITECTMARA + NATHA ARCHITETCURE#1 - 3171 FLINT STREETPORT COQUITLAM, B.C. V3B 4H9TEL: 604-970-8413

STRUCTURALTABET ENGINEERING#1079 - ROOSEVELT CRESCENTNORTH VANCOUVER, B.C. V7P 1M7TEL: 778-836-7221

MECHANICAL & ELECTRICALSRC ENGINEERING CONSULTANTS LTD#100 - 4240 MANOR STREETBURNABY, B.C. V5G 1B2TEL: 604-268-9091

CIVILCITIWEST CONSULTING LTD.#101 - 9030 KING GEORGE BOULEVARDSURREY, B.C. V3V 7Y3TEL: 604-591-2213

GEOTECHNICALJECTH CONSULTANTS LTD.#122 - 3823 HENNING DRIVEBURNABY, B.C. V5C 6P3TEL: 604-299-6617

LANDSCAPE ARCHITECTJHL DESIGN GROUP INC.4370 MAPLE STREETVANCOUVER, B.C. V6J 3W1TEL: 604-263-8613

CODE CONSULTANTGAGE-BABCOCK &ASSOCIATES LTD.#228 - 1195 WEST BROADWAYVANCOUVER, B.C. V6H 3X5TEL: 604-732-3751

BUILDING ENVELOPELEVEL 5 CONSULTING LTD.TEL: 604-929-9693

Revision ScheduleNo. Description Date

SUBJECT PROPERTY

LOUGHEED

BLU

E M

OU

NT

AIN

RIG

HT

OU

TO

NLY

RIG

HT

INO

NLY

RIGHT OUTONLY

59.99 m

EXISTINGSIDEWALKRIGHT INONLY

77' -

2"

FU

TU

RE

AC

CE

SS

RO

AD

OP

TIO

N 2

RODERICK AVENUE

FU

TU

RE

AC

CE

SS

RO

AD

OP

TIO

N 1

36 METREELEVATION

30.03 METREELEVATION

RIGHT TURNONLY SIGN

RIGHT TURNONLY SIGN

198'

- 0

"

25%

SLO

PE

10%

SLO

PE

30.03 METREELEVATION

RIGHT TURNONLY SIGN

NO LEFT TURNINTO PARKADEINDICATION


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01/05/2012 1:58:51 AM



DEVELOPMENT

PROJECT DATA/ SITEPLAN/ KEY PLAN

A10021020

Issue Date

CIVIC ADDRESS837 LOUGHEED HWYCOQUITLAM, BC

LEGAL DESCRIPTIONLOT C & E DISTRICT LOT 1NEW WEST DISTRICT PLAN 2716

CURRENT ZONINGC-2

PROPOSED ZONINGC - 5

LOT AREA2 284.6 M2 = 24, 592.0 SF (.5644 ACRES)

ROAD DEDICATION AREA (5.3M WIDTH)191.7 M2 = 2,063.5 SF

NEW LOT AREA (LESS ROAD DEDICATION)2 092.9 M2 = 22,528.5 SF

DENSITYMAX. ALLOWABLE 3.5 X LOT AREA = 78,850 SF

TOTAL BUILDING CONSTRUCTION FLOOR AREAPROPOSED P2 GFA = 16,845.2 SFPROPOSED P1 GFA = 16,925.1 SFPROPOSED MAIN PARKING = 11,070.5 SFSUBTOTAL PARKING = 44,840.8 SF

PROPOSED RETAIL/ MAIN GFA = 4,505.7 SFPROPOSED RETAIL 106 = 853.8 SFPROPOSED OFFICE 1 GFA = 14,248.5 SFPROPOSED OFFICE 2 GFA = 14,270.5 SFPROPOSED OFFICE 3 GFA = 13,097.2 SFSUBTOTAL RETAIL/OFFICE = 46,975.7 SF

TOTAL CONSTRUCTION GFA = 91,816.5 SF

PRINCIPAL BUILDING CITY GROSS FLOOR AREA (GFA)PROPOSED RETAIL/ MAIN GFA = 5,359.5 SFPROPOSED OFFICE 1 GFA = 14,073.2 SFPROPOSED OFFICE 2 GFA = 14,077.1 SFPROPOSED OFFICE 3 GFA = 12,922.6 SFTOTAL CITY GFA = 46,432.4 SF (4 313.6 M2)

LOT COVERAGEMAX ALLOWABLE = 90% (UP TO 4 STOREYS)PROPOSED = 75.1%

PRINCIPAL BUILDING HEIGHTMAX ALLOWABLE HEIGHT = NAPROPOSED 4 -STOREY HEIGHT = 19.11 METERS

PRINCIPAL BUILDING SETBACKSFRONT (SOUTH/LOUGHEED) ALLOW 3.0 M PROPOSED = 0.0 MREAR (NORTH) ALLOW 6.0 M PROPOSED = 3.4 MSIDE EXTERIOR(EAST/BLUE MOUNTAIN) ALLOW 3.5 M PROPOSED = 0.0 MSIDE INTERIOR (WEST) ALLOW 3.0 M PROPOSED = 1.2 M

NUMBER OF PARKING SPACES1 SPACE PER 40 M2 OF GROSS GFA

REQUIRED = 107.84 = 108 SPACESPROPOSED = 103

PROPOSED REGULAR = 71 SPACESPROPOSED SMALL CAR = 32 SPACES

MAX. SMALL CAR PERMITTED = 30% OF REQUIRED30% X 108 TOTAL REQUIRED = 32 SPACES MAX.

VARIANCE REQUIRED = 3.84 SPACES OR 3.6%

REGULAR PARKING STALL SIZESREQUIRED = 2.74 M X 5.80 MPROVIDED = 2.74 M X 5.80 M

SMALL CAR PARKING STALL SIZESREQUIRED = 2.60 M X 5.00 MPROVIDED = 2.60 M X 5.00 M

MANOEUVRING AISLEMINIMAL WIDTH REQUIRED = 6.7 MMINIMAL WIDTH PROVIDED = 6.7 M

ACCESSIBLE PARKINGSIZE REQUIRED = 4.0 X 5.80 MREQUIRED NUMBER = 2 (76 - 125 REQUIRED SPACES)PROVIDED NUMBER = 2

LOADINGREQUIRED = 1PROVIDED = 1REQUIRED SIZE = 3.0 M X 7.6 M

1" = 160'-0"1 KEY PLAN

1" = 40'-0"2 SITE PLAN ACCESS OFF LOUGHEED

CITY GFALevel Name Area

RETAIL/M RETAIL CITY GFA 4506 SFRETAIL/M RETAIL 106 CITY GFA 854 SF

2ND FLOOROFFICE 1

OFFICE 1 CITY GFA 14073 SF

3RD FLOOROFFICE 2


4TH FLOOROFFICE 3


Grand total: 5 46432 SF


DN

BLU

E M

OU

NT

AIN

LOUGHEED3.

64 m

CANADIAN MERCHANT SERVICEGUILD

1.20 m

26.50 m

BIKE LANE

NEW CONCRETE CITY SIDEWALK

MH

EXIT

ENTRY

22' -

0 1

/4"

R 1

2 m

3.00 m

CONCRETE LETDOWN

2 7' -

4 7

/ 8"

19' - 4"

10' -

8"

R 12 m

R 12 m

GARBAGE ENCLOSURE

29.97 m

26.29 m26.88 m

28.26 m

28.92 m

26.47 m

29.27 m

28.05 m

29.11 m 29.27 m

28.05 m

28.05 m

A1305

LOADING

5' -

7"

EXISTINGCONC. WALKWAY

NEW GRASSED BOULEVARD

NEW GRASSED BOULEVARD (SEE LANDSCAPE DRAWING)

3.00

m

7.60 m

5.30 m

5x5x5 TRANSFORMEROVER 6X6 CONC PAD


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01/05/2012 1:58:53 AM



DEVELOPMENT

SITE PLAN ACCESSTO PROPERTY

A10121020

Issue Date

3/32" = 1'-0"1 SITE PLAN


DN

UP

UP

2

A111

3

A111

P2 41 PARKING STALLS(13 SMALL CAR)

157

SF

EL

EV

. VE

ST.

P2

61 S

FE

LE

V. 1

P2

61 S

FE

LE

V. 2

P210

4 S

FE

LE

V. M

AC

H. R

M

300 SFSTORAGE ROOM 8

UNDISTURBED SOIL

N

2

A119

1

A113

11.2

%

3%

23.69 m

21.02 m

22.65 m

21.98 m

DN

DN

DN

2

A113

DN

RAMP ABOVEUP TO 24.36 M LEVEL

11.6

0 %

21.02 m

SC SC

SC SC SC SC

63 64 65 66 67 68 69 70 71 72 73 74 75 76 77

80 81 82 83 84 85 86 87 88 89 90

101100999897969594939291 102 103

78 79

1

A114

2

A114

1

A115

2

A115

8"14

' - 4

"2'

- 8

"45

' - 5

3/8

"

17' -

0"

2' -

8"

22' -

0 1

/4"

19' -

7 3

/4"

41' -

4"

21' - 4" 105' - 7 7/8"

1' -

4"

17' -

0"

44' -

3 3

/4"

22' -

0 1

/4"

19' -

0"

8"

1' -

9 5

/8"

135.

00°

8' - 6" 57' - 5 7/8" 5' - 8" 6' - 8" 8' - 8" 2' - 2" 69' - 10"

158' - 11 7/8"

105.01°

1' - 4" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 1' - 4"

2ND FLOOROFFICE WALLS ABOVE

1

A116

3

A123

LEVEL FLOORTO MEET DOOR

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

AA

1

A118

2

A118

1

A119

1' - 0"3' - 6" GUARD

1

A117

146 SF

PARKING EXITSTAIR 1

136 SF

PARKING EXITSTAIR 2

2

A117

3.24%

1

A126

3' - 6" GUARD

2

A126

3' - 0"

19 R

ISE

RS

@ 6

3/4

"

17 R

ISE

RS

@ 7

"

3

A126

6' - 0"

4

A1201

A120

2

A120

3

A120

1

A121

2

A121

FLOORDRAIN

FLOORDRAIN

FLOORDRAIN

FLOORDRAIN

ZZ

ZZ

D15

D8

D8

D15 D15

D17

W13

SC SC SC SC SC SC SC

9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 4' - 3 7/8"

8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 4" 4' - 7 7/8" 2' - 8" 6' - 8" 8' - 10 1/8" 4' - 9 5/8" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 7' - 0 1/2"

8' - 6"

2

A116

A1271

A1273

10"

W13

17' -

8"

D36

D15

5' - 0"

MAX. 10 M TRAVEL DISTANCE IF ONE EXIT

22' -

0"

25' - 5 7/8"

2

23

3

3

2

2

22

99

3

3

3

3

33

2

3

3

7' - 10"

6' - 6"

W15B

9

3

9

9STORAGE ROOM 5287 SF

STORAGE ROOM 7297SF

STORAGE ROOM 6303 SF

1' - 0"

6' - 0"

22' -

0"

2' -

0"

2' -

9"

1' - 0"


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01/05/2012 1:58:53 AM



DEVELOPMENT

P2 PARKING LAYOUT

A10221020

Issue Date

1/8" = 1'-0"1 P2 PARKING LAYOUT


UP

DN

DNUP

DNUP

2

A111

3

A111

157

SF

EL

EV

. VE

ST.

P1

2

A119

DN

DN

DN

DN

1

A113

11.2

%

2.4%

11.3

%

37 PARKING STALLS P1(11 SMALL CAR)

24.36 m 25.25 m

25.92 m26.70 m

2

A113

RA

MP

DN

TO

P2

23.6

9 M

LE

VE

L

2.8%

27.71 m PARKING LEVELABOVE

RA

MP

UP

TO

RE

TA

IL27

.71

M L

EV

EL

N

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

41 42 43 44 45 46 47 48 49 50

626160595756555453

1

A114

2

A114

1

A115

2

A115

19' -

8"

37' -

0 1

/8"

7' -

9 5

/8"

8' -

6 1

/8"

2' -

11

3/8"

12' -

9"39' - 5" 5' - 8" 6' - 8" 8' - 8" 2' - 2" 47' - 11 3/4" 8" 21' - 2 1/4"

158' - 11 7/8"

24' - 11 1/8" 7' - 9 1/4" 2' - 6 7/8" 11' - 6 5/8" 3' - 11"6"

15' - 0"6"

3' - 0" 12' - 11 3/4" 2' - 0 3/8" 14' - 7 5/8" 18' - 0 7/8"3' - 0 1/8"

12' - 4 1/2"

5' -

3"

3' -

0"

2' -

11

5/8"

3' -

0 1

/4" 5'

- 1

1 1/

8"2' - 0 3/8"1"

4' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 7' - 2" 8" 6' - 8" 6' - 2" 2' - 4"4' - 5 7/8" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 3' - 0"8"

16' -

8"

1' -

8"

1' -

4"

105' - 7 7/8"

7' - 4"

RETAILWALLS ABOVE

2ND FLOOR OFFICEWALLS ABOVE

2ND FLOOROFFICE WALLSABOVE

1

A116

3

A123

RETAIL RECESSWALLS ABOVE RETAIL RECESS

WALLS ABOVE

RETAILWALLS ABOVE

LEVELINGTO MEET DOOR

RETAILWALLSABOVE

5852

51

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

A

8' -

10"

1

A118

2

A118

1

A119

3' - 6"GUARD

1

A117

136 SF

PARKING EXITSTAIR 2

146 SF

PARKING EXITSTAIR 1

2

A117

3' - 6"GUARD

2

A126

87' -

1 5

/8"

17' -

8"

4' -

4 1

/2"

41' -

0"

5' -

3"

3' -

0"

21 R

ISE

RS

@ 6

3/4

"

20 R

ISE

RS

@ 6

1/2

"

3

A126

4

A120

1

A1202

A120 3

A120

1

A121

2

A121

17' -

5 3

/8"

14 X 11 TRANSFORMERPAD AT GRADE

FLOORDRAIN

FLOORDRAINFLOOR

DRAIN

FLOORDRAIN

ZZ

ZZ

D15 D15

D8

D8

D17

D17

D17

D15

D30

W13




175 SFTEL ROOM

254 SFELECTRICAL ROOM

317 SF

MECHANICALROOM

9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

SC SC

SC SC SC SC SC SC SC SC SC

21' - 10"

9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

2

A116

A1272

A1274

8"

17' -

8"

W13

D1530' - 2" 29' - 8"

14' - 0"

10' -

7"

W15B

99

3

3

3

33

3

3

3

3

3

2

2

2 2 2

STORAGE ROOM 3102 SF

21' - 8"

2' -

6"

MOVE COLUMN TOCENTER OF PARKING


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01/05/2012 1:58:54 AM



DEVELOPMENT

P1 PARKING LAYOUT

A10321020

Issue Date

1/8" = 1'-0"1 P1 PARKING LAYOUT


1 Revision 1 Date 1

DN

UP

DN

UP

DN

DN

DN

DN

UP

DN

DN

2

A111

3

A111

RETAIL/ MAIN PARKING

PARKADE ENTRY

BLU

EM

OU

NT

AIN

RETAIL/ MAIN 25 PARKING STALLS(8 SMALL CAR)

3' SIDEWALK

3' S

IDE

WA

LK

H/C H/C

302 SFMAIN LOBBY

61 S

FE

LE

V. 1

61 S

FE

LE

V. 2

GLASS AWNING ABOVE

GLASS AWNING ABOVE

ENTRY

CONCRETE LETDOWN

CONCRETELETDOWN

6' - 10 5/16"

5' - 10 9/16"2

A119

DN

1

A113

11.6

%

29.21 m

28.53 m

3.5%

4% 3.5%

DN

DN

DN DN

2

A113

29.42 m

29.42 m

30.18 m

6" CURB

WALKWAYABOVE

SC SC SC SC SC SC

29.42 m29.42 m

LOUGHEED HIGHWAY

27.60 m

A1042

RETAIL 106ABOVE (DOTTED)

RA

MP

DN

P1

27.0

4 M

LE

VE

L

7' - 3"HEADROOM

UPTOILETRM

TOILETRM

TOILETRM

30.18 m

N

CONCRETE CURBCUT BOTH SIDES

29.27 m

28.05 m

29.11 m

29.27 m

28.05 m

28.05 m

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

16 17 18 19 20 21 22 23 24 25

1

A114

2

A114

1

A115

2

A115

149' - 1 7/8"

111'

- 8

1/8

"

19' -

8"

22' -

0 1

/4"

3' -

11

3/4"

5' -

0"

25' -

0"

12' -

7 1

/4"

2' -

1"

16' -

1 5

/8"

7' -

2 7

/8"

4' -

2 7

/8"

12' -

4 1

/2"

1"

5' - 9"

17' - 9 1/8" 5' - 7"

3' -

11

3/8"

17' - 7 7/8"2' - 6"

6" 10' - 11" 5' - 6" 11' - 2" 5' - 9" 10' - 8" 4' - 5 1/4"

2 3/4" 8"

12' - 0"

8"

ROAD DEDICATION

5.30 m

ROAD DEDICATION (HATCHED)

5.30 m

PROPOSED FIRE HYDRANT43.57 METRES TO FIREDEPT. CONNECTION



FIRE DEPT.CONNECTION

4.5

%2%

1

A116

3

A123

9' - 0" 4' - 0"

29.39 m

29.37 m 2.64%

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

9' - 0" 9' - 0" 8' - 11 7/8" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 11 7/8"

24' -

6"

6" HIGH CONC. CURB


NEW CONCRETE CITY SIDEWALK


14.75 M

6.20 M

7.52

M

5.05

M

SCSC

6' -

0"

6' -

0"

6' -

0"

AA

1

A118

2

A118

1

A119

1

A117

137 SF

PARKING EXITSTAIR 2

PARKING EXITSTAIR 198.84 SF

2

A117

1' - 4"

3' - 3 7/8"

3' -

5"

4' -

3 1

/4"

1

A126

2

A126

3' SIDEWALK

3' - 0"

5 R

ISE

RS

@ 6

3/4

"

3 RISERS @ 6 3/4"

3

A126

4

A1201

A120

2

A120 3

A120

1

A121

2

A121

28.77 m

20' - 2"

22' -

0"

22' -

0"

8' - 5 7/8"

TRENCH DRAINOUTSIDE OFBUILDING (EASTOF GRID 6)

TRENCHDRAIN

FLOORDRAIN

FLOORDRAIN

FLOORDRAIN

FLOORDRAIN

14' - 0"

3' - 0

"

D11

D10

D8

D11

D35

D20

D20 D20

D8

D35

D35

D35D35D34

D35

30.03 m

D38

4' -

1 1

/2"

3' -

0"

W10

W10W2 W2

W3

W3

13' -

4"

W14

D38 D38 D38 D38

D38

9' - 0"

2

A116

D10

3.13%

4' - 0"

46 SFVESTIBULE

A1276

A1277

14 R

ISE

RS

@ 6

7/8

"

5 RISERS @ 6"

4 R

ISE

RS

@ 6

7/8

"

A12714

3' - 6" GUARD RAIL6

A124

16' -

6"

.

3' - 6" GUARD RAIL

3' -

0"

17' - 4 7/8"

8"

8"

14 X 11 TRANSFORMERPAD AT GRADE

W15A

7' -

0"

1

A125

2

A125

7' - 6 1/2"

6' -

0"

TOILETRM

TOILETRM

TOILETRM

4' - 11 5/8"

ROUGH INFOR FUTURETOILET RMS(TYPICAL)

7

7

7

7

7

7

D20D20

D20

3

3

3

3

6' - 6"5' -

10"

15' - 0"

4' - 7" 4' - 8" 4' - 7 1/2"

MAX. 1.65M BETWEENHANDRAILS

17' -

8"

6' - 0"

26' -

0 1

/8"

21' -

10

5/8"

26' -

0 1

/8"

39' -

9"

124' - 1 7/8"

22' - 8" 101' - 5 7/8"

37' - 6 1/2" 13' - 9 1/2" 18' - 7 1/8" 18' - 11" 25' - 3 1/4"

30' -

2 1

/4"

11"

29.42 m29.42 m

29.42 m

29.42 m

28.54 m

29.37 m

28.54 m

SIDE-MOUNTEDGUARDRAILSTARTING AT BOTOF RAMP

SIDE-MOUNTEDGUARDRAIL

28.71 m

S.L. 6706 SF

S.L. 5814 SF

S.L. 4459 SF

S.L. 3462 SF

S.L. 2764 SF

S.L. 1498 SF

6' - 0"5' - 9"4' - 8"

3' - 4" 3' - 4" 3' - 4"3' - 4"3' - 4"

3' - 4"

28.75 m

9' - 2"

3.50%

30.03 m

36' -

6"

36' -

6"

21' - 4"

21' - 4"

TOILETRM

OCCUPANCY WILL BESHOE REPAIR AND/OROTHER SIMILAR USE THATDOES NOT REQUIRESTOREFRONT EXPOSURE

D20

W13D10

W13

S.L. 71240 SF

6" STEP

30.18 m


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01/05/2012 1:58:55 AM



DEVELOPMENT

RETAIL/ MAIN1ST FLOOR PLAN

A10421020

Issue Date

1/8" = 1'-0"1 RETAIL/ MAIN

1/8" = 1'-0"2 RETAIL 106


1 Revision 1 Date 1

UP DNUP

DN

2

A111

3

A111

D2

6' -

1"

2' -

4"

4' -

0"

D1

167 SFMENS 2ND FLOOR

113 SF

WOMENS 2NDFLOOR

D1

D11

164 SFEXIT STAIR 1

D1

8' - 4"

D1

18 SFELECT

974 SFCORR 212

61 S

FE

LE

V. 1

61 S

FE

LE

V. 2

13 SFSHAFT

8' - 7" 4' - 9 7/8"

70' - 1 7/8"

135.00°

1' - 0"

19' - 8" 25' - 0 5/8" 18' - 1 1/4" 7' - 1" 13' - 10 3/8" 17' - 11 3/8" 23' - 8"

D1

CONCRETE PAVERS

1

A113

6' - 2 1/8"

4' -

2"

10' -

4"

5' -

11

1/8"

D29

52 SFTOILET RM

6' - 5 7/8"

6' -

1"

3' -

8"

1' -

1 1

/4"

0.61 m

105.01°

1

A114

2

A114

1

A115

2

A115

8"10

' - 4

"10

"3'

- 2

"5'

- 0

"3'

- 4

"5'

- 0

"3'

- 4

"5'

- 0

"4'

- 7

1/2

"13

' - 1

1/8

"6'

- 6

1/2

"25

' - 2

1/4

"8'

- 1

0 3/

4"5'

- 0

"11

' - 8

"8"

111'

- 8

1/8

"

3' - 4" 5' - 0" 3' - 5 7/8" 5' - 0" 3' - 2 1/4" 27' - 0 3/8" 25' - 1 3/8" 7 1/8"5' - 0"

7" 17' - 11 1/2" 9' - 9 1/2" 5' - 0" 11' - 4 5/8" 8' - 0 1/4"

3' - 4 1/8"

5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"

38' -

4 5

/8"

3' -

4 3

/4"

11' -

9 1

/4"

11' -

0"

4' -

0"

5' -

0"

3' -

4"

5' -

0"

3' -

4"

5' -

0"

5' -

8 1

/4"

45' -

10

1/4"

5' -

0"

4' - 0"

5' - 0

"4'

- 3 1

/4"5'

- 0"

1

A116

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

AA

37 SFEXIT STAIR 2

1

A118

2

A118

1

A119

1

A117

2

A117

-

---

3

A126

4

A1201

A120

2

A120

3

A120

1

A121

2

A121

D2D1

D1

D1

D1 D1 D1

D31 D31

D31

D31

D13

D4

D1

D31D31

W9 W8

W9

W8 W8 W8 W8 W8 W8 W8 W8 W8 W8A

W9

W9

W8

W8

W8

W8

W8

W8

W9

W9

W9

W9

W16W16W16W16W16W16W16W16W16

W9

W9

W9

W9

W8

W8

W8

W9

W17

2

A116

4' -

0"

D37

407 SFELEVATOR LOBBY

A1275

A1278

A12713

D13

3' - 11 3/8"

A1245

15' -

0 7

/8"

6.01

m

17' -

8"

12' -

3 1

/8"

105 SFVESTIBULE

4

5

4

1' - 6"

3

2

7

7

7

7

3

7

7

7

7

7

7

7

3

2

7

7

7

7

7

7

7

1' -

6"

1' - 0"

TYPICAL CONC. COLUMNSTHROUGHOUT (SEE STRUCT)

D37

25' -

6 3

/4"

44' -

5 1

/8"

26' -

6 1

/4"

4' -

2"

11' -

0"

111'

- 8

1/8

"

20' - 0 1/8" 52' - 1 3/4" 6' - 2 1/8" 52' - 1 7/8" 20' - 0"

150' - 5 7/8"

3'-6" CONCRETE GUARD

3'-6" GLASS/ALUM GUARDRAIL 3'-6" GLASS/ALUM GUARDRAIL

S.L. 13972 SF

S.L. 121278 SF

S.L. 111211 SF

S.L. 101116 SF

S.L. 91207 SF

S.L. 8989 SF

S.L. 191023 SF

S.L. 18975 SF

S.L. 17483 SF

S.L. 16982 SF

S.L. 15864 SF

S.L. 14698 SF

2

2

2

2

2

10"2


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01/05/2012 1:58:56 AM



DEVELOPMENT

OFFICE 12ND FLOOR PLAN

A10521020

Issue Date

1/8" = 1'-0"1 2ND FLOOR OFFICE 1


UPDN

UPDN

2

A111

3

A111

150' - 5 7/8"

6' -

1"

164 SFEXIT STAIR 1

D1D1

D1 D1 D1

D1D1

25' - 0 5/8" 27' - 0 5/8"

18 SFELECT

61 S

FE

LE

V. 1

61 S

FE

LE

V. 2

6' - 11 3/8" 23' - 0" 23' - 8"

4' - 0"

75' -

1 3

/8"

25' -

6 3

/4"

100'

- 8

1/8

" 845 SFCORR 312

4' -

2"

ROAD DEDICATION

5.30 m

1

A113

110' - 5 5/8" 20' - 0"

3' - 4" 3' - 4"3' - 5 7/8"

20' - 0 1/8"

3' - 4 1/8" 5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"52' - 8 7/8" 5' - 0" 28' - 4" 5' - 0" 19' - 4 7/8"

2' -

4"

6' - 1 3/8"

6' - 6 5/8"

D4

D419 SF

TEL. COM.

6' -

1"

1

A114

2

A114

1

A115

2

A115

1

A116

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

13 SFSHAFT

A

49' -

8 1

/4"

168 SFEXIT STAIR 2

1

A118

1

A119

1

A117

2

A117

4

A1201

A120

2

A120 3

A120

1

A1212

A121

3' - 4" 5' - 0"

D1 D1 D1

D1D1

W8

W9

W8 W8 W8 W8 W8 W8 W8 W8 W8 W8A

W9

W9

W8

W8

W8

W8

W8

W8

W9

W9

W9

W9

W16W16W16W16W16W16W16W16W16

W9

W9

W9

W9

W8

W8

W8

W9

W9

W9 W9

W16AW16AW16AW16A

W17

2

A116


A1279

5' - 0" 20' - 0" 5' - 0" 3' - 4" 5' - 0" 4' - 0"

A12712

12' -

3 1

/8"

D2

4' -

0"

4' -

0"

166 SFMENS 3RD FLOOR

113 SF

WOMENS 3RDFLOOR

D2

7' - 4"

7

3

3

3

7

7 2

7 7

7

7

77

77

7

7

7

7 77

1' -

6"

1' - 0"

5

4

4

D37

5' - 0"

S.L. 25972 SF

S.L. 241278 SF

S.L. 231211 SF

S.L. 221116 SF

S.L. 211207 SF

S.L. 20989 SF

S.L. 311024 SF

S.L. 301010 SF

S.L. 29750 SF

S.L. 28974 SF

S.L. 27862 SF

S.L. 26698 SF

2

2


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01/05/2012 1:58:57 AM



DEVELOPMENT

OFFICE 23RD FLOOR PLAN

A10621020

Issue Date

1/8" = 1'-0"1 3RD FLOOR OFFICE 2


DNDN

2

A111

D1

842 SFCORR 412

D1

17' - 8" 25' - 0 5/8" 27' - 0 5/8" 6' - 11 3/8" 23' - 0" 23' - 8" 20' - 1 1/4"

164 SFEXIT STAIR 1

61 S

FE

LE

V. 1

61 S

FE

LE

V. 2

13 SFSHAFT

38' -

2 3

/8"

5' -

0 5

/8"

6' -

8"

2X2 CONCRETE PAVERS

1' - 0"

75' -

1 3

/8"

18 SFELECT

6' - 6 5/8"

3.4

M S

ET

BA

CK

3.6

M S

ET

BA

CK

10' -

7 3

/8"

6' - 4 1/4"

19' - 4 3/4"

18' - 4"

5' - 11 1/8"

1

A114

100'

- 8

1/8

"

150' - 5 7/8"

3' - 4" 5' - 0" 3' - 5 7/8" 5' - 0" 3' - 2 1/4" 110' - 5 5/8" 3' - 4 1/8" 5' - 0" 3' - 3 7/8" 5' - 0" 3' - 4 1/8"

6' -

6 1

/2"

27' -

11

1/4"

146' - 5 7/8"

1' - 0"

4' -

0"

5' -

0"

3' -

4"

5' -

0"

3' -

4"

5' -

0"

26' -

2 3

/8"

21' -

8"

1' -

7"

8' -

10

3/4"

5' -

0"

9' -

2"

2' -

6"

4' -

0"

5' -

0"

3' -

4"

5' -

0"

3' -

4"

5' -

0"

5' -

8 1

/4"

69' -

3 7

/8"

11' - 9 7/8" 5' - 0" 2' - 10 1/8" 25' - 0 5/8" 25' - 2 1/4" 11" 12' - 0" 11 3/8"3' - 0 5/8" 14' - 10 3/4" 23' - 8" 7' - 6 1/4" 13' - 7"

8' - 9 3/4" 5' - 0 5/8"

3' -

1 3

/8"

22' -

6 7

/8"

135.00°

135.00°

1

A116

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

AA

49' -

8 1

/4"

6' -

1"

157 SFEXIT STAIR 2

1

A118

2

A118

1

A119

1

A117

2

A117

4

A1201

A120

2

A120 3

A120

1

A1212

A121

D1

ZZ

ZZ

D1 D1 D1 D1 D1D1

D1

D31 D31

D4

D31 D31

W4

21' - 8 3/8"

W5

21' - 8"13' - 5 7/8"

W4 W6 W4W5

W9

W9

W9

W9

W9

W17

W9

W9

W9

21' - 7 7/8"

21' -

8"

21' - 8"

W17 W17 W17 W17 W17A

21' - 1"3' - 2 3/4"21' - 9 1/4"

W9

W9

30' -

0"

5' -

0"

W11

W12

W9

W9

W9

W9W9

2

A116


A12710

1' - 0"4' - 0"

A12711

D2

4' -

0"

4' -

0"

153 SFMENS 4TH FLOOR

D22' - 0 1/8" 2' - 0"

113 SF

WOMENS 4THFLOOR

7

7 7

7

7

7

7 7

7

7

7

3

2

7

7

3

3

33

3

3

7

D37

D13 D13

ZZ ZZ ZZ ZZ

4

5

4

4

4

4

W11

8

A123

S.L. 37972 SF

S.L 361278 SF

S.L. 351211 SF

S.L. 341116 SF

S.L. 331207 SF

S.L. 32989 SF

S.L. 41718 SF

S.L. 40971 SF

S.L. 391202 SF

S.L. 381274 SF

2

2

2

2

2

10

2

10

2


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01/05/2012 1:58:58 AM



DEVELOPMENT

OFFICE 34TH FLOOR PLAN

A10721020

Issue Date

1/8" = 1'-0"1 4TH FLOOR OFFICE 3


5.30 m

1

1

2

2

3

3

4

4

5

5

6

6

BB

CC

DD

EE

FF

A

1.9%

1.9%

SLOPEDTO DRAIN

SLOPEDTO DRAIN

SLO

PE

TO

MA

IN R

OO

F

CONCRETESPLASH PADS

4'-0" WIDEOPENINGBELOW

5' - 0"4' - 0"

8"10"

1' -

0 3

/4"

135.

00°


4' - 0"


3.00

%


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DEVELOPMENT

ROOF PLAN

A10821020

Issue Date

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


RETAIL/M96' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

12' -

0"

12' -

6"

12' -

6"

13' -

6"

NORTH ELEVATION

PAINTED CONCRETE "PEANUTSHELL" 2162-40 BY BENJAMINMOORE



CLEAR DOUBLE-GLAZEDTHERMALLY BROKENALUMINUM WINDOWS

GLASS SPANDREL "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE

28.83 m

AVERAGE GRADE = 29.12 M

CRU SUSPENDED SIGNAGE


ALL ALUMINUM WINDOW &DOOR ENTRANCE DOORFRAMES TO BE "FRESH CLAY"2093-20 BY BENJAMIN MOORE

12' -

6"

12' -

6"

13' -

6"

12

34

56

3' - 4"

8' -

2"

8' -

2"

EXHAUST VENT LOUVRES (SEE MECH.)PAINTED TO MATCH SPANDREL COLOUR

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

SOUTH ELEVATION

BRICK CLADDING "WALNUTCREEK IRON SPOT" BYHEBRON BRICK COMPANY


LAMINATED TINTED GLASSCANOPY (TYPICAL)



LAMINATED TINTED GLASSCANOPY (TYPICAL)


PAINTED CONCRETEENTRANCE HOOD "FRESHCLAY" 2093-20 BY BENJAMINMOORE

SURFACE MOUNTED SIGNAGE OVERPAINTED CONCRETE PANEL "WHITE"


28.83 m

28.83 m

28.83 m

ALL ALUMINUM WINDOW &DOOR ENTRANCE DOORFRAMES TO BE "FRESH CLAY"2093-20 BY BENJAMIN MOORE1 2

3 4

5 6

EXTERIOR LEDLIGHT FIXTURES

EXTERIOR LEDLIGHT FIXTURES

13' -

6"

12' -

6"

12' -

6"

10' -

6"

11' -

0"

3' - 4"3' - 4"

3' - 4"3' - 4"

5' - 0" 5' - 0"5' - 0"

5' - 0"5' - 0"

5' - 0"

21' -

6"

5' - 0"

2 1/

2"

2' -

1 1

/4"

4' - 0" 4' - 0" 4' - 0"

9' -

6"

3' - 4"3' - 0" 3' - 4"14" X 12" EXHAUST VENT

(HIDDEN)(SEE MECH)

EXHAUST VENT LOUVRES (SEE MECH)PAINTED TO MATCH SPANDREL COLOUR

EMBEDEDSTEEL PLATES

8' -

6 1

/4"


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DEVELOPMENT

NORTH/ SOUTHELEVATIONS

A10921020

Issue Date

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

EAST ELEVATION



PAINTED FASCIA "MARSHBROWN" 2164-20 BY BENJAMINMOORELAMINATED TINTED GLASS

CANOPY (TYPICAL)




29.95 mNE

SE

28.83 m


26.68 m

BCDE

F

PAINTED CONCRETE "ARIZONATAN 2162-50 BY BENJAMINMOORE


A

7' -

0"

5' -

0"

12' -

0"

12' -

6"

2' -

0"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

WEST ELEVATION




DOOR PAINTED "CLEARESTOCEAN BLUE" 2064-40 BYBENJAMIN MOORE

31.11 m

SW

NW

28.83 m


B C D E

F

A

2' -

1 1

/4"

1' -

0"

21' - 8"


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DEVELOPMENT

EAST/ WESTELEVATION

A11021020

Issue Date

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"2 WEST ELEVATION

BUILDING HEIGHT CALCULATIONS

FOUR (4) OUTERMOST GRADES AT BUILDING/STRUCTURE:NW 31.01 MNE 30.22 MSW 27.11 MSE 26.98 MTOTAL 115.32 M / 4



P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

PARKADE ENTRY

12' -

6"

12' -

6"

12' -

0"

10' -

0"

10' -

0"

57' -

0"

P2P1

P1

RETAIL 106

ROOF PLAN147' - 0 1/4"

RETAIL/ MAIN

13' -

6"

RODERICK AVE

30.03 m

27.60 m

24.36 m

21.02 m

RETAIL/ MAIN

P2

A1111

PROPERTYLINE

FOOTING (SEE STRUCT.)

FOOTING (SEE STRUCT.)

RETAIL 105

10' -

11

7/8"

10' -

7 1

/4"

29.42 m

9' -

2"

9' -

10

5/8"

B C D E FA

6' -

10

3/4"

8' -

1 1

/8"

8' -

1 1

/8"

11.3%

15%

636 SFS.L. 19

633 SFS.L. 31

164 SFEXIT STAIR 1

164 SFEXIT STAIR 1

164 SFEXIT STAIR 1

888 SFS.L. 41

888 SFS.L. 30

888 SFS.L. 18

1164 SFS.L. 39

23.69 m

26.71 m

NO ROOF RATING

TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLAB BY STRUCT.(1-HR RATED FLOOR)

1 1/2 - HR RATED FLOOR

TYPICAL EXTERIOR DECK CONSTRUCTION2X2 CONC. PAVERSVINYL/RUBBER PEDESTAL2-PLY SBS MEMBRANE ROOFINGCONC. SLAB SLOPED 2% TO DRAIN(SEE STRUCT)

TYPICAL ROOF CONSTRUCTION2-PLY SBS ROOFING (CAP SHEET/BASESHEET/ADHESIVE OR PRIMER)PROTECTION BOARDRIGID INSULATION SLOPED TO DRAINSCONC. FLAT SLAB (SEE STRUCT)

26.71 m

23.69 m

1 1/2 - HR RATEDFLOOR



TYPICAL SLAB-ON-GRADE CONSTRUCTIONTRAFFIC MEMBRANE COATINGCONC. SLAB (SEE STRUCT.)6-MIL POLY VAPOUR BARRIERCOMPACTED GRANULAR MATERIAL

8"

10 1

/2"

5"10

1/2

"1'

- 1

"

10"

10"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

P2

MAIN/ RETAIL

P1

BLUE MOUNTAIN

ROOF PLAN147' - 0 1/4"

2.10

m

5.30 m

NEW PROPERTYLINE

FOOTING (SEE STRUCT.)FOOTING (SEE STRUCT.)

10' -

11

7/8"

10' -

7 1

/4"

ORIGINALPROPERTY LINE 12

34

56

137 SF

PARKING EXITSTAIR 2

136 SF

PARKING EXITSTAIR 2

136 SF

PARKING EXITSTAIR 2

S.L. 7818.9 SF

RETAIL 106

3.5%4.00%

2.76%

3.00%

28.53 m

25.25 m

21.98 m

21.02 m

24.37 m

27.60 m

30.03 m

14387 SFP1 ROUGH AREA


8' -

10"

7' -

0"

8' -

2 1

/4"

SLAB BANDHERE

CONC CLOUMN

6' -

10

3/4"

4.00%

PARKING SLAB(SEE STRUCT.)



2ND FLOOROFFICE 1

108' - 6 1/4"

CEDAR WOOD PANELWITH ENGRAVED TEXT

GREY POWER COATED METALFRAME FOR GLASS CANOPY(SEE STRUCT)

BLACK POWER COATED METALVERTICAL SUPPORT (SEE STRUCT)


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01/05/2012 1:59:12 AM



DEVELOPMENT

BUILDING SECTIONS

A11121020

Issue Date

1/8" = 1'-0"2 NORTH/ SOUTH BUILDING SECTION

1/8" = 1'-0"3 EAST/ WEST BUILDING SECTION

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


1 Revision 1 Date 1

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

7' -

7"

3.50%

10' -

11

7/8"

10' -

7 1

/4"

6' -

10

3/4"

1 2 3 4 5 6

9' -

2"

4.00%

2.76%

3.00%

21.98 m

25.25 m

28.53 m

30.03 m

27.60 m

24.36 m

21.02 m

12.87%

DEPTH FOR ENTRY OPENINGONLY (SEE STRUCT.)

8' -

8"

6' -

8 1

/8"

CONCRETE BEAM(SEE STRUCT.)

5"10

1/2

"10

1/2

"

1' -

1"

5 "

5"10

1/2

"

9 "

10 1

/2"


SLAB ON GRADE(SEE STRUCT.)


SLAB ON GRADE(SEE STRUCT.)

29.06 m 29.58 m

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

123456

3.2%


739 SFS.L. 2

447 SFS.L. 3

440 SFS.L. 4

302 SFMAIN LOBBY

790 SFS.L. 5

676 SFS.L. 6

888 SFS.L. 18

1246 SFS.L. 16

1161 SFS.L. 14

1084 SFS.L. 12

1177 SFS.L. 10

919 SFS.L. 8

912 SFS.L. 20

914 SFS.L. 32

1175 SFS.L. 34

1177 SFS.L. 22

1081 SFS.L. 24

1081 SFS.L. 36

1159 SFS.L. 38

1159 SFS.L. 26

1246 SFS.L. 40

1246 SFS.L. 28

888 SFS.L. 41

888 SFS.L. 30

25.92 m

22.65 m

23.69 m

26.70 m

29.42 m

10' -

0"

10' -

0"

12' -

0"

12' -

6"

12' -

6"

13' -

6"

3' -

4"

8' -

9 5

/8"

1' -

0 7

/8"

8' -

11

1/8"

10' -

8 7

/8"

1' -

5 3

/4"

10' -

0"

10' -

7 3

/4"



263 SFSTORAGE ROOM 4175 SF

TEL ROOM254 SF

ELECTRICAL ROOM


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01/05/2012 1:59:14 AM



DEVELOPMENT

BUILDING SECTIONS

A11321020

Issue Date

1/8" = 1'-0"1 EAST/ WEST BUILDING SECTION3


BLUE MOUNTAIN STREET


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

7' -

11

3/4"

10' -

0"

12' -

6"

9' -

2"

123456

BLUE MOUNTAIN STREET12.47%

10' -

11

7/8"

10' -

7 1

/4"

4%

2.8%

3%

30.03 m

27.60 m

24.36 m

21.02 m

21.98 m

25.25 m

28.53 m

33.08 m

4' -

5"

6' -

3 7

/8"

3' -

8 1

/8"

7' -

1"

2' -

11"

10' -

0"

10' -

0"

12' -

0"

12' -

6"

12' -

6"

13' -

6"

78' -

3"

640 SFS.L. 33

952 SFS.L. 21

946 SFS.L. 9

937 SFS.L. 11

453 SFS.L. 13

935 SFS.L. 15

954 SFS.L. 27

729 SFS.L. 25

838 SFS.L. 29

822 SFS.L. 17

636 SFS.L. 19

633 SFS.L. 31

1164 SFS.L. 39

RETAIL 106

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

1234

56

RETAIL 106

4%

2.8%

3%

21.02 m

24.37 m

27.60 m

21.98 m

25.25 m

28.54 m

29.21 m

25.92 m

22.65 m

10' -

7 1

/4"

10' -

11

7/8"

10' -

8 7

/8"

6' -

10

3/4"7%

29.24 m

BLUE MOUNTAIN STREET LOUGHEED HIGHWAY

2' -

0"


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01/05/2012 1:59:16 AM



DEVELOPMENT

BUILDING SECTIONS

A11421020

Issue Date




P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

123456

11.3

%15

%

11.2

%11

.2%

11.6

%

30.06 m

30.18 m

25.92 m

22.65 m

931 SFS.L. 35157 SF

EXIT STAIR 2

168 SFEXIT STAIR 2

37 SFEXIT STAIR 2

946 SFS.L. 9

952 SFS.L. 21

990 SFS.L. 23

937 SFS.L. 11

974 SFCORR 212

729 SFS.L. 25

1138 SFS.L. 37

954 SFS.L. 27

935 SFS.L. 15

167 SFMENS 2ND FLOOR

??

1164 SFS.L. 39

633 SFS.L. 31

838 SFS.L. 29

822 SFS.L. 17 636 SF

S.L. 19

164 SFEXIT STAIR 1

164 SFEXIT STAIR 1

164 SFEXIT STAIR 1

1' -

8"

TYPICAL POWDER-COATEDALUM GUARD RAILINGS WITHMAX. 4" SPACING

2.43%

3.24%

3.50%

2.43%

3.24%

21.02 m

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

123456

914 SFS.L. 32

1175 SFS.L. 34

1081 SFS.L. 36

842 SFCORR 412

1159 SFS.L. 38 1246 SF

S.L. 40888 SFS.L. 41

888 SFS.L. 30

1246 SFS.L. 28

1159 SFS.L. 26

845 SFCORR 312

1081 SFS.L. 24

974 SFCORR 212

1161 SFS.L. 14

1246 SFS.L. 16

888 SFS.L. 18

1084 SFS.L. 12

1177 SFS.L. 10

1177 SFS.L. 22

912 SFS.L. 20

919 SFS.L. 8

403 SFS.L. 1

30.06 m

30.18 m

25.92 m

3.29%

23.69 m

26.70 m

22.65 m

2.43%

3.24%

2.43%

3.24%

29.42 m

29.42 m

2' -

0"

7' -

0"

3' -

0"

1' - 0"


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01/05/2012 1:59:20 AM



DEVELOPMENT

BUILDING SECTIONS

A11521020

Issue Date

1/8" = 1'-0"1 EAST/ WEST BUILDING SECTION 7



P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

B C D E FA


2' -

0"

11' -

0"

2' -

0"

7' -

0"

2' -

0"

10"

11.23%

11.24%

640 SFS.L. 33

952 SFS.L. 21

946 SFS.L. 9



317 SF

MECHANICALROOM

254 SF

ELECTRICALROOM

919 SFS.L. 8

912 SFS.L. 20

914 SFS.L. 32

157 SFEXIT STAIR 2

198 SFEXIT STAIR 2

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

B C D E FA

A12213

13' -

6"

12' -

6"

12' -

6"

12' -

0"

1' -

0"

A12214

A1247

1138 SFS.L. 37 1159 SF

S.L. 38

954 SFS.L. 27 1159 SF

S.L. 26

935 SFS.L. 15 1161 SF

S.L. 14





61 SFELEV. 1

61 SFELEV. 2

61 SFELEV. 1 P2

61 SFELEV. 2 P2

1159 SFS.L. 38

1159 SFS.L. 26

1161 SFS.L. 14

790 SFS.L. 5

2% SLOPE

TYPICAL FLOOR CONSTRUCTION8" MIN. REINFORCED CONC. SLABBY STRUCT. (1-HR RATED FLOOR)


TYPICAL ROOF CONSTRUCTION2-PLY SBS ROOFING (CAP SHEET/BASESHEET/ADHESIVE OR PRIMER)PROTECTION BOARDRIGID INSULATION SLOPED TO DRAINSCONC. FLAT SLAB (SEE STRUCT)



TYPICAL SLAB-ON-GRADE CONSTRUCTIONTRAFFIC MEMBRANE COATINGCONC. SLAB (SEE STRUCT.)6-MIL POLY VAPOUR BARRIERCOMPACTED GRANULAR MATERIAL

21.21 m


61 SFELEV. 1

61 SFELEV. 2

845 SFCORR 312

974 SFCORR 212

842 SFCORR 412


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01/05/2012 1:59:22 AM



DEVELOPMENT

BUILDING SECTIONS

A11621020

Issue Date

1/8" = 1'-0"1

NORTH/ SOUTH BUILDING SECTIONTHRU EXIT STAIR 2

1/8" = 1'-0"2 NORTH/ SOUTH CENTER SECTION


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

123456

636 SFS.L. 19

633 SFS.L. 31

1164 SFS.L. 39

4.00%

2.76%

3.00%

3.50%

2.76%

3.00%

6' -

10

3/4"



137 SF

PARKING EXITSTAIR 2

136 SF

PARKING EXITSTAIR 2

136 SF

PARKING EXITSTAIR 2

946 SFS.L. 9

952 SFS.L. 21

640 SFS.L. 33

P186' - 6 1/4"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

ROOF PLAN147' - 0 1/4"

B C D E FA

9' -

1 5

/8"

6' -

10

3/4"

9' -

8 3

/4"

10' -

1 3

/8"

36.89 m

40.70 m

10"

8' -

1 1

/8"

9' -

10

5/8"

1164 SFS.L. 39

633 SFS.L. 31

636 SFS.L. 19

888 SFS.L. 18

888 SFS.L. 30

888 SFS.L. 41

676 SFS.L. 6

STORAGE 1

10"

8"

10 1

/2"

10"

8"

1' -

1"

8"

30.03 m

27.60 m

24.36 m

21.02 m

26.47 m

23.71 m

15.00%

11.31%

29.42 m





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01/05/2012 1:59:24 AM



DEVELOPMENT

BUILDING SECTIONS

A11721020

Issue Date

1/8" = 1'-0"1

EAST/ WEST BUILDING SECTION GRIDB/C WALL JUNCTIONS

1/8" = 1'-0"2

NORTH/ SOUTH BUILDING SECTION GRID1 WALL JUNCTIONS


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

B C D E FA

8"13

' - 6

"12

' - 6

"12

' - 6

"12

' - 0

"10

' - 0

"10

' - 0

"

78' -

0 7

/8"

5"

21.02 m

24.36 m

27.60 m

30.03 m

33.08 m

40.70 m

23.69 m

26.70 m

11.31%

15.00%

676 SFS.L. 6

888 SFS.L. 18

888 SFS.L. 30

633 SFS.L. 31

636 SFS.L. 19

1164 SFS.L. 39

888 SFS.L. 41

6' -

7"

5' -

11

5/8"

7' -

6 7

/8"

10' -

0"

3' - 8 1/8"

1' -

0 7

/8"

1' -

2 3

/8"

3' - 0"

11' - 0" 4' - 2" 26' - 6 1/4" 44' - 5 1/8" 25' - 6 3/4"

111' - 8 1/8"

4' - 0 1/4"

16' - 2 5/8"

16' - 2 5/8"

19' - 7 3/4"

3' - 4" 26' - 6 1/4" 12' - 8 3/8" 6' - 6 1/2" 25' - 2 1/4" 24' - 8 3/4"

WALL OPENINGFOR ONCOMINGTRAFFIC

----

A12411

6' -

10

3/4"

9' -

10

5/8"

8' -

11

1/8"

6' -

10

3/4"

CONC. COLUMN(SEE STRUCT.)

3' -

10"

----

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

BCDEF A111' - 8 1/8"

11' - 0"4' - 2"26' - 6 1/4"44' - 5 1/8"25' - 6 3/4"

26' - 6 1/4"12' - 8 3/8"6' - 6 1/2"25' - 2 1/4"

26' - 6 1/4"12' - 8 3/8"6' - 6 1/2"25' - 2 1/4"24' - 8 3/4"

4' - 2 3/4"10' - 0 1/8"

16' - 2 5/8"

BLUE MOUNTAINGARAGE ENTRY

952 SFS.L. 21

946 SFS.L. 9

403 SFS.L. 1

739 SFS.L. 2

A1234

5' - 0"

10' -

7"

13' -

6"

12' -

6"

12' -

6"

12' -

0"

TRANSFORMERON CONC. PAD

912 SFS.L. 20

919 SFS.L. 8

914 SFS.L. 32

931 SFS.L. 35

842 SFCORR 412

845 SFCORR 312

974 SFCORR 212





175 SFTEL ROOM


4' -

0"

8"

3' -

6"


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DEVELOPMENT

BUILDING RAMPSECTIONS

A11821020

Issue Date

1/8" = 1'-0"1

NORTH/ SOUTH BUILDING WEST RAMPSECTION

1/8" = 1'-0"2

NORTH/ SOUTH BUILDING EASTPARKING SECTION


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

123456

26.70 m

23.69 m

29.21 m

29.42 m

25.92 m

22.65 m

2' -

2 1

/2"

1' -

5 3

/4"

21' - 10"

21' - 10"

5' - 7 7/8"15' - 2"

5' - 1 1/4"

6 5/8"

4' - 0"

3.50%

2.43%

3.24%

10' -

0"

10' -

0"

12' -

0"

12' -

6"

12' -

6"

13' -

6"

1' -

0 7

/8"

1' -

2 3

/8"

4"

A1193

6"

13' -

0"

8"

9' -

10

5/8"

33.08 m 32.97 m

1081 SFS.L. 36

1175 SFS.L. 34

914 SFS.L. 32

912 SFS.L. 20

1177 SFS.L. 22

1081 SFS.L. 24

1159 SFS.L. 26

1159 SFS.L. 38

1246 SFS.L. 40

1246 SFS.L. 28

888 SFS.L. 41

888 SFS.L. 30

1161 SFS.L. 14

1246 SFS.L. 16

888 SFS.L. 18

1084 SFS.L. 12

1177 SFS.L. 10

919 SFS.L. 8

403 SFS.L. 1



411 SF

ELEVATORLOBBY

411 SF

ELEVATORLOBBY

407 SF

ELEVATORLOBBY

7"

2ND FLOOROFFICE 1

108' - 6 1/4"

1

CONC. BEAM(SEE STRUCT.)

4"

10"

2' -

2"3' -

0"

2' - 5"

1' - 0"

6"2'

- 2

"

10"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

10' -

0"

10' -

0"

12' -

0"

123456

29.42 m

22.65 m

26.70 m

23.69 m

30.18 m

3.5%

25.92 m

30.06 m

914 SFS.L. 32

912 SFS.L. 20

919 SFS.L. 8

403 SFS.L. 1

1175 SFS.L. 34

1177 SFS.L. 22

1177 SFS.L. 10

1084 SFS.L. 12

1081 SFS.L. 24

1081 SFS.L. 36

1161 SFS.L. 14

1159 SFS.L. 26

1159 SFS.L. 38

1246 SFS.L. 40

1246 SFS.L. 28

1246 SFS.L. 16

888 SFS.L. 18

888 SFS.L. 30

888 SFS.L. 41

11' -

10"

2.43%

3.24%

1' - 0"

7' -

0"

3' -

0"

2' -

0"

9' -

10

5/8"

8' -

11

1/8"

12' -

0"

12' -

6"

12' -

6"

13' -

6"


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01/05/2012 1:59:29 AM



DEVELOPMENT

BUILDING RAMPSECTIONS

A11921020

Issue Date

1/8" = 1'-0"1

EAST/ WEST BUILDING SOUTH RAMPSECTION

1/2" = 1'-0"3

FLOOR/ WALL/ GARAGE DOOR JUNCTIONDETAIL



P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

13' -

6"

12' -

6"

12' -

6"

12' -

0"

10' -

0"

10' -

0"

23.69 m

26.70 m

29.42 m

33.08 m

36.89 m

40.70 m

8' -

0"

3' -

2"

2' -

0"

9' -

0"

A1221

A1222

A1223

A1224

NO ROOF RATING

1 - HR RATED FLOOR

1 - HR RATED FLOOR



A1235

1 1/2"

1 1/2"

1 1/2"

FOOTING(SEE STRUCT.)

10"

2' -

0"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

F

8' -

1 1

/8"

9' -

1 5

/8"

13' -

6"

12' -

6"

12' -

6"

12' -

0"

2' -

6"

2' -

0"

7' -

0"

2' -

0"

A1221

Sim

A1224

Sim

2' -

0"

10"

3' -

2"

8' -

0"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

F

2%

CONC.COL

A1226

A1227

A1228

A1229

10' -

11

3/8"

9' -

6 1

/8"

8"

10"

3' -

2"

8' -

0"

10"

8"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

914 SFS.L. 32

912 SFS.L. 20

919 SFS.L. 8

739 SFS.L. 2


2%

A12210

A12211

A1239


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01/05/2012 1:59:30 AM



DEVELOPMENT

WALL SECTIONS 1/4SCALE

A12021020

Issue Date

1/4" = 1'-0"1 SOUTH/WEST ANGLE WALL GRIDS 1 & 2

1/4" = 1'-0"2 SOUTH WALL GRIDS 1 & 2

1/4" = 1'-0"3 SOUTH WALL GRIDS 2 & 3

1/4" = 1'-0"4 SOUTH/EAST ANGLE WALL GRIDS 5 & 6


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

F

302 SFMAIN LOBBY

A12212

BUILDING EXTERIORSIGNAGE

5.25°

3.00%

A1231

A1232

NO ROOF RATING

1 - HR RATED FLOOR

1 - HR RATED FLOOR



2.00%

STAMPED CONCRETE OR EXPOSEDAGGREGATE SLAB-ON-GRADE

157 SFELEV. VEST. P2

157 SFELEV. VEST. P1

3' -

2"

2' -

11

3/8"

1' - 0"

BUG-SCREEN MESH

411 SF

ELEVATORLOBBY

411 SF

ELEVATORLOBBY

407 SF

ELEVATORLOBBY

12" EXTENSION AT BOTH ENDS OF THEMAIN ENTRANCE STAIR AT TOP AND BOTTOM

12" EXTENSION AT BOTHENDS OF THE MAINENTRANCE STAIR AT TOPAND BOTTOM

STAINLESS STEEL TENSILE RODSSUPPORTING ALUM/GLASS ENTRANCECANOPY

10"

10"

10"

8' - 11 1/2"

6. 58°

12' - 7"

4' - 1 3/4"

3' -

6"

4' -

2"

6' -

3 5

/8"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

3RD FLOOROFFICE 2

121' - 0 1/4"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

F

84.89°


790 SFS.L. 5

1161 SFS.L. 14

1159 SFS.L. 26

1159 SFS.L. 38

A1226

Sim

11' -

10"

NO ROOF RATING

1 - HR RATED FLOOR

1 - HR RATED FLOOR

1 - HR RATED FLOOR


STAMPED CONCRETEOR EXPOSED AGGREGATE

1' - 5"

10"

10"

10"

----

A12310

1' - 5"


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01/05/2012 1:59:31 AM



DEVELOPMENT

WALL SECTIONS 1/4"SCALE

A12121020

Issue Date

1/4" = 1'-0"1 SOUTH WALL SECTION ENTRY

1/4" = 1'-0"2

SOUTH WALL GRIDS 2 & 3 EAST OFENTRY


ROOF PLAN147' - 0 1/4"

4"8"

5' -

10"

4"4"

2' -

0"

4"4"

2' -

4"

2"

4"4"

4"4"

8"

4"10"

ROOF(NO RATING)

4TH FLOOROFFICE 3

133' - 6 1/4"

1' - 0"FORMEDCONCRETE (SEE STRUCT.)

10"

10"

8"

1' -

6"2"

5 5/

8"1'

- 4

3/8

"

3RD FLOOROFFICE 2

121' - 0 1/4"

2' -

0"

3' -

6"

10"

10"

2ND FLOOROFFICE 1

108' - 6 1/4"

10"

3' -

2"

2' -

0"

2' -

0"

2' -

0"

1' -

0"

8"4"

6' -

0"

1' - 1"

1/2"

4 1/2"

8"1' - 5"

10"

ROOF PLAN147' - 0 1/4"

F

2' - 10"

4"1'

- 0

"1'

- 8

"1'

- 0

"

4' -

0"

4" 4" 1' - 4"10"

8"2'

- 0

5/8

"

8" AIR DUCT(SEE MECH.)

1' -

8"


4TH FLOOROFFICE 3

133' - 6 1/4"

F

1' - 0"

2"6"

0"

10"

1' -

5 7

/8"

8"8" AIR DUCT(SEE MECH.)


10"

10"

8"8"

2' -

2"

3RD FLOOROFFICE 2

121' - 0 1/4"

F

8" AIR DUCT(SEE MECH.)

4 5/8" 10"

2' -

0"

10"


CONCRETE COLUMNBEYOND (SEE STRUCT.)

CONCRETE COLUMNBEYOND (SEE STRUCT.)

1' - 5"

1' -

2"

1' - 5"

10"

8" BY 21"

2ND FLOOROFFICE 1

108' - 6 1/4"

F

2' -

0"

1' - 1"

2' -

0"

1' -

0"

8"4"

4' -

0"

4 1/2"

1/2"


3' -

2"

10"

6" 1' - 4 5/8" 1' - 5" 8"

10"

ROOF PLAN147' - 0 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

1' - 1"

2' -

0"

1' -

0"

8"4"

4' -

0"

4 1/2"

1/2"

10"


3' -

2"

10"

2' -

0"

1' - 5" 8"

2ND FLOOROFFICE 1

108' - 6 1/4"

F

6"X6" ALUM GUTTER

3 1/

2"

2' -

4"

1' -

8"

4' -

0"

8" 8"

3' -

2"

10"

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

C

3' -

6"

8" 9' - 11 3/8" 10"

2 5/8"

13' -

6"

2' -

0"

8' -

2"

3' -

8"

4"

ROOF ASSEMBLY (NON RATED)2-PLY SBS ROOFSLOPED INSULATION TO DRAINR-20 4" RIGID INSULATION6-MIL POLY VAPOUR BARRIERCONCRETE ROOF FLAT SLAB (SEE STRUCT.)

2 % SLOPE TO DRAIN

2.00%

2' - 0" 8"

2' - 8"

TYPICAL PRE-FINISHEDMETAL FLASHING

MEMBRANEFLASHING

1"

A1249

A1248

A12215


CONC.FASCIA

2ND FLOOROFFICE 1

108' - 6 1/4"

B CA

MEMBRANE FLASHING

2.00%

3' -

6"

ROOF PLAN147' - 0 1/4"

ROOF ASSEMBLY (NON RATED)CAP SHEETBASE SHEET1/2" PROTECTION BOARDSLOPED INSULATION TO DRAINR-20 4" RIGID INSULATION6-MIL POLY VAPOUR BARRIERCONCRETE ROOF FLAT SLAB (SEE STRUCT.)

TYPICAL PRE-FINISHEDMETAL CAP FLASHING

4"

1' -

8"

1' -

0"

4"

1' - 4"

4"

4" 8"

2' - 8"


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01/05/2012 1:59:35 AM



DEVELOPMENT

WALL SECTIONDETAILS

A12221020

Issue Date

1/2" = 1'-0"1 CONCRETE PARAPET AT ROOF

1/2" = 1'-0"2

SOUTH/WEST ANGLED WALL/FLOORJUNCTION DETAIL AT 4TH FLOOR

1/2" = 1'-0"3

SOUTH/WEST ANGLED WALL 3RDFLOOR/ WALL JUNCTION DETAIL

1/2" = 1'-0"4

SOUTH/WEST ANGLED WALL DETAIL AT2ND FLOOR

1/2" = 1'-0"6

SOUTH WALL PARAPET DETAILBETWEEN GRID 2 & 3

1/2" = 1'-0"7

SOUTH WALL DETAIL 4TH FLOORBETWEEN GRID 2&3

1/2" = 1'-0"8

SOUTH WALL DETAIL AT 3RD FLOORBETWEEN GRIDS 2&3

1/2" = 1'-0"9

SOUTH WALL DETAIL AT 2ND FLOORBETWEEN GRIDS 2&3

1/2" = 1'-0"10

SOUTH/EAST ANGLED WALL PARAPETDETAIL BETWEEN GRIDS 5&6

1/2" = 1'-0"11

SOUTH/ EAST ANGLED WALL 2ND FLOORDETAIL GRIDS 5&6

1/2" = 1'-0"12 SOUTH WALL DETAIL AT FRONT ENTRY

1/2" = 1'-0"13 4TH FLOOR DECK/ WALL DETAIL

1/2" = 1'-0"14 2ND FLOOR DECK DETAIL

1" = 1'-0"15 ROOFING DETAIL


1 "3.00%

MASTIC

CAP SHEET

BASE SHEET

PRE-FINISHEDMETAL FLASHING

SIDE FLASHINGBEYOND

MASTIC


CAP SHEET

BASE SHEET

SIDE FLASHINGBEYOND

3.00%

METAL MESH

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

D

6 7/

8"

SLOPED REINFORCED SLAB

SLOPED REINFORCED SLAB

3' -

0"

1' - 0"

1' - 0"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

A1236

DELTA DRAIN MAT

WATERSTOP WALL TO SLABJOINTS WITH KRYTONWATERSTOP METHOD OR EQUAL

SHOTCRETE

TIE BACK ANCHORS(SEE GEOTECH.)

A1237

4" DIA. PIPE @ 4 FEET O.C.

CUT HOLE IN DRAIN MAT SOWATER CAN FLOW THROUGH

1' -

0"

SHOTCRETE WALLTREMCO DRAINSTAR 1 FOOT HIGHDELTA DRAIN

SOIL

RETAIL/M96' - 6 1/4"

WATERPROOFMEMBRANE

WEEP HOLES@ 24" O.C.

GALVANIZEDSTEEL ANGLE

676 SFS.L. 6


2 % SLOPE

4TH FLOOROFFICE 3

133' - 6 1/4"

ROOF PLAN147' - 0 1/4"

7' -

0"

1' -

9"

1' -

5"

3' -

4"

EXHAUST VENT(SEE MECH.)

3' - 5"

3RD FLOOROFFICE 2

121' - 0 1/4"

2' -

0"

3' -

6"

10"

10"

4TH FLOOROFFICE 3

133' - 6 1/4"

F

10"

8"

10" 1' - 0"

5 5/

8"


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01/05/2012 1:59:39 AM



DEVELOPMENT

WALL SECTIONDETAILS

A12321020

Issue Date

1" = 1'-0"1

FRONT-FACING HIGH ROOF EDGEDETAIL

1" = 1'-0"2 REAR-FACING HIGH ROOF EDGE

1/2" = 1'-0"3

GRID D PARKING WALL/ INT RETAILLEVEL ACCESS STAIR

1/2" = 1'-0"4

INTERIOR PARKING ACCESS STAIRDETAIL

1/2" = 1'-0"5

TYPICAL FOUNDATION WALLWATERPROOFING DETAIL

1" = 1'-0"6 FOOTING DRAIN DETAIL

1" = 1'-0"7 BRICK CLADDING DETAIL

1/2" = 1'-0"8 EXHAUST VENT

1/2" = 1'-0"9

SOUTH/ EAST EXT. WALL THIRD FLOORDETAIL

1/2" = 1'-0"10 SOUTH WALL 4TH FLOOR DETAIL


2ND FLOOROFFICE 1

108' - 6 1/4"

MA

X 1

000

MM

(O

R T

ILT

MIR

RO

R)

MA

X. 1

100

mm

TO

US

ER

FU

NC

TIO

NS

715

mm

MIN

.

865

mm

MA

X.

3555

.96

mm

1' - 6"

1020 mm MIN.

2ND FLOOROFFICE 1

108' - 6 1/4"

1100

mm

MA

X. T

O U

SE

R F

UN

CT

ION

S

103.19 mm914.40 mm1311.20 mm

2328.79 mm

3555

.96

mm

103.19 mm914.40 mm1311.20 mm

2133

.60

mm

2ND FLOOROFFICE 1

108' - 6 1/4"

450 mm X 450 mm X 120 DEGREESGRAB BAR (38mm DIAMETER)

120.00°

880.

00 m

m

430

mm

+ O

R -

30

mm

1806.35 mm

3555

.96

mm

2ND FLOOROFFICE 1

108' - 6 1/4"

660

mm

MIN

.

865

mm

MA

X.

250.

00 m

m

1100 mm MIN. CLEAR

1806.35 mm

3555

.96

mm

1203.35 mm

A1244 A124 3

A124

1

A124

2

600.00 mm

2321.59 mm

1800

.00

mm

RETAIL/M96' - 6 1/4"

D

3' -

6"

POWDER COATEDALUM GUARDRAIL(SPACING NO GREATERTHAN 4" AND NOCLIMABLE RAILINGBETWEEN 6" AND 30"ABOVE FINISHED FLOOR)

P276' - 6 1/4"

E

CONC. SLAB ON GRADE(SEE STRUCT.)6-MIL POLY V.B.GRANULAR MATERIAL

BASE SLABMUST BE KIMCONCRETE OR EQUAL

PIT WALLS TO HAVEWATERPROOFINGMEMBRANE APPLIED TOEXTERIOR OF WALL

DRAIN TILE WITH FREEDRAINING MATERIAL ALLAROUND PIT

KRYTON WATERSTOP SYSTEMTO ALL JOINTS

2 ROWS OF BENTONITE OREQUAL BETWEEN PISTON ANDBASE SLAB MAINTAIN 3"COVER ON BENTONITE

4' -

0"

4TH FLOOROFFICE 3

133' - 6 1/4"

135.

00°

PLASTIC SHIMMINGAS REQUIRED


PEEL & STICK AT SILLTO TURN UP BACK DAM ANGLE

CAULKING WITHWEEP HOLES

CAULKING BETWEENWINDOW FRAME ANDBACK DAM ANGLE

ALUMINUM ANGLE

4TH FLOOROFFICE 3

133' - 6 1/4"

C

MASTIC

CAP SHEET

BASE SHEET

PRIMER OR ADHESIVE

2"

METAL FLASHING

1' -

0"

A12410

4TH FLOOROFFICE 3

133' - 6 1/4"

C

MASTIC

CAP SHEET

BASE SHEET

PRIMER OR ADHESIVE

2"

1' -

0"

RETAIL/M96' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

676 SFS.L. 6

6" HIGHCONCRETECURB

RETAIL105

3' - 0"

30.03 m

3' SIDEWALK

8' -

8"

5"2'

- 1

"

12' -

0"

UNDERSIDEOF CONCRETE STAIRS

STRUCTURAL COLUMN

888 SFS.L. 18


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01/05/2012 1:59:42 AM



DEVELOPMENT

INTERIOR DETAILS

A12421020

Issue Date

1/2" = 1'-0"1 TOILET RM NORTH ELEVATION

1/2" = 1'-0"2 TOILET RM SOUTH ELEVATION

1/2" = 1'-0"3 TOILET RM EAST ELEVATION

1/2" = 1'-0"4 TOILET RM WEST ELEVATION

1/2" = 1'-0"5 TOILET ROOM PLAN DETAIL

1/2" = 1'-0"6 RETAIL PARKING GUARD RAIL

1/4" = 1'-0"7 ELEVATOR PIT DETAIL

1" = 1'-0"8 TYPICAL WINDOW SILL DETAIL

1" = 1'-0"9 DECK MEMBRANE DETAIL

3" = 1'-0"10 MEMBRANE DETAIL

1/2" = 1'-0"11 WALL SECTION DETAIL THRU SL 6


RETAIL/M96' - 6 1/4"

1 1/2" DIA. WALL-MOUNTEDPIPE HANDRAIL TO BE 2" CLEAROF WALL SURFACE

29.42 m

29.12 m

1' - 0"

1' - 0"

3' -

0"

3' -

0"

5' - 8 1/2"

20' - 0" 5' - 0"

4.90%

RETAIL/M96' - 6 1/4"

3' -

6"

29.42 m

1 1/2" DIAMETER PIPE HANDRAIL3'-0" FROM SURFACE OF RAMP

1 1/2" DIAMETER PIPE GUARDRAIL3'-6" FROM SURFACE OF RAMP

29.12 m


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01/05/2012 1:59:43 AM



DEVELOPMENT

DETAILS/CODEOUTLINE

A12521020

Issue Date

1/2" = 1'-0"1 RAMP WALL RAIL DETAIL

1/2" = 1'-0"2 RAMP RAILING DETAIL

CODE ANALYSIS BASED ON B.C. BUILDING CODE 2006

3.2.2.5. APPLICABLE BUILDING HEIGHT AND AREA

3.2.2.6. MULTIPLE MAJOR OCCUPANCIES

3.2.2.7. SUPERIMPOSED MAJOR OCCUPANCIES1)2)

3.2.2.10. STREETSNUMBER OF STREETS = 2

3.2.2.12. EXTERIOR PASSAGEWAYSFLOOR = 1 HOUR F.R.R.

3.2.2.13 OCCUPANCY ON ROOFROOF = 1 HOUR F.R.R.

3.2.2.14 ROOFTOP ENCLOSURES

MAJOR OCCUPANCIES3.2.2.52 GROUP D, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 3 600 M2

2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 1 HOUR F.R.R.b) MEZZANINES (EXTERIOR WALKWAYS) = 1 HOURc) LOAD BEARING WALLS, COLUMNS ARCHES = 1 HOUR

ROOF = NO F.R.R. REQUIRED

3.2.2.58 GROUP E, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 1 800 M2

2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 1 HOUR F.R.R.b) MEZZANINES (EXTERIOR WALKWAYS) = 1 HOURc) LOAD BEARING WALLS, COLUMNS ARCHES = 1 HOUR


3.2.2.77 GROUP F, DIVISION 3, UP TO 4 STOREYS, SPRINKLERED1)a)b)c) BUILDING AREA NOT MORE THAN 3 600 M2 IF 4 STOREYS

2) COMBUSTIBLE OR NON-COMBUSTIBLE OR COMBINATIONa) FLOOR = 3/4 HOUR F.R.R. IF COMBUSTIBLEb) MEZZANINES (EXTERIOR WALKWAYS) = 3/4 HOUR IF COMBUSTIBLEc) LOAD BEARING WALLS, COLUMNS ARCHES = 3/4 HOUR IF COMBUSTIBLE


COMPREHENSIVE CODE ANLYSIS OF OUR PROJECT IS BASED ON THE CODEREPORT PROVIDED BY GAGE-BABCOCK & ASSOCIATES LTD (GBA), INCLUDINGALTERNATE SOLUTIONS IN CONCEPT. MORE DETAILS WILL BE PROVIDED BYGBA AS REQUIRED.


P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

1

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

E

1' -

2 3

/8"

1' -

0 7

/8"

2' -

0"

1' -

0 7

/8"

2' -

0"

7"

11"1"

6 1/

2"

11"1"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

6"

P186' - 6 1/4"

RETAIL/M96' - 6 1/4"

P276' - 6 1/4"

2ND FLOOROFFICE 1

108' - 6 1/4"

E

3' -

0"

1' - 0"

3' -

0"

3' -

0"

3' -

0"

1' - 0"

11"

6 1/

2"

7"

11"

6 7/

8"

11"

3' -

0"

1' - 0"

2' -

0"

8' -

0"

2' -

0"

2' - 0"

1' - 0"

8' -

0"

1' - 0"

8' -

0" A126

4

11"

.

SEE FLOOR PLANFOR EACH STAIRRISE

3/4"2 1/2" NOSING STRIP

1"


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01/05/2012 1:59:46 AM



DEVELOPMENT

STAIR DETAILS

A12621020

Issue Date

1/4" = 1'-0"1

SOUTH/WEST PARKING EXIT STAIRSECTION

1/2" = 1'-0"2 NORTH/ SOUTH EXIT STAIR SECTION

1/2" = 1'-0"3 NORTH/ SOUTH EXIT STAIR SECTION1

1/2" = 1'-0"4 TYPICAL CONCRETE STAIR DETAIL


27.80

UP

27.80

DN

UP

UP

DNUP

DN

DN

DN

DN

UP

UP

DN

UP

UPDN

DN

DN

UP

DN

UP DN

UP

1

E

17 R

ISE

RS

@ 7

"

8"4'

- 5

"7'

- 4

"4'

- 7

"

16' -

4"

146 SF

PARKING EXITSTAIR 1

3' - 8" 6" 3' - 8"

7' - 10"

CONTINUOUSHANDRAIL TYP.

2' -

2"

12" EXTENSIONHANDRAIL TYPICALAT TOP AND BOTTOM

1

3' - 8" 6" 3' - 8"

7' - 10"

3' -

8"

8' -

3"

4' -

5"

9' -

2"

3' -

8"

11"

146 SF

PARKING EXITSTAIR 1

20 R

ISE

RS

@ 6

1/2

"

6

B

C

A

19 R

ISE

RS

@ 6

3/4

"

8"2'

- 0

"1'

- 8

"2'

- 8

1/2

"8'

- 3

1/2

"3'

- 8

"

18' -

4"

6' - 6"

3' - 0" 6" 3' - 0"136 SF

PARKING EXITSTAIR 2

6

B

C

A

21 R

ISE

RS

@ 6

3/4

"

6' - 6"

3' - 0" 6" 3' - 0"

5' -

6"

9' -

2"

3' -

8"

8"3'

- 8

"9'

- 2

"2'

- 0

"1'

- 8

"1'

- 1

0"8"

18' -

4"

136 SF

PARKING EXITSTAIR 2

1

E

7' -

11

1/4"

10' -

1"

1' -

1"

8" 3' - 2"

4' -

6 1

/2"

6' -

5"

3' - 8" 11 7/8" 3' - 8"

8' -

3"

4' -

7"

3' - 2" 3' - 8" 11 7/8"

1

E

PARKING EXITSTAIR 198.84 SF

3' - 2" 3' - 8" 11 7/8" 3' - 8"

8' -

9 3

/4"

10' -

1"

3' -

8"

6' -

9 1

/2"

9' -

2"

3' -

8"


1' -

6 1

/8"

6

B

C

A5

RIS

ER

S @

6 3

/4"

137 SF

PARKING EXITSTAIR 2

6"2'

- 1

1/4

"1'

- 8

"2'

- 9

3/4

"8'

- 3

"3'

- 8

"

18' -

6"

3' - 0" 6" 3' - 0"

6' - 6"

2' -

2"

1' -

6"

2' -

0"

4' -

7"

4' -

7 1

/4"

3' - 3 7/8"

1' -

1 1

/4"

21 R

ISE

RS

@ 6

3/4

"

1

D

3' -

8"

10' -

1"

5' -

9 7

/8"

19' -

6 7

/8"

3' - 8" 6" 3' - 8"

7' - 10"

1' -

10

3/8"

164 SFEXIT STAIR 1

24 R

ISE

RS

@ 6

1/4

"

1' -

9 5

/8"

1

D

3' - 8" 6" 3' - 8"

7' - 10"

5' -

9 7

/8"

10' -

1"

3' -

8"

19' -

6 7

/8"

164 SFEXIT STAIR 1

24 R

ISE

RS

@ 6

1/4

"

1' -

7"

1

D

24 R

ISE

RS

@ 6

1/4

"

3' - 8" 6" 3' - 8"

7' - 10"

3' -

8"

10' -

1"

164 SFEXIT STAIR 1

D

3' - 8" 6" 3' - 8"

7' - 10"

5' -

2 3

/8"

10' -

1"

3' -

8"

157 SFEXIT STAIR 2

12" EXTENSIONTYPICAL

D

3' -

8"

10' -

1"

5' -

4 3

/4"

3' - 8" 6" 3' - 8"

7' - 10"

168 SFEXIT STAIR 2

5' -

0"

3' -

4"

5' -

0"

4' -

10

1/4"


D

3' - 8" 6"1' -

1 1

/4"

10' -

1"

3' -

8"

3' -

11

1/8"

4' -

11"

3' -

10

1/8"

D

3' -

10

1/8"

11' -

11"

3' -

9"

3' - 8" 6" 3' - 8"

19' -

6 1

/8"

198 SFEXIT STAIR 2


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DEVELOPMENT

STAIR PLAN DETAIL

A12721020

Issue Date

1/4" = 1'-0"1 PARKING EXIT STAIR 1 P2 LEVEL


1/4" = 1'-0"3 PARKING STAIR EXIT 2 P2 LEVEL


1/4" = 1'-0"5 SOUTH/ WEST OFFICE EXIT STAIR

1/4" = 1'-0"6 PARKING EXIT STAIR 1 RETAIL LEVEL

1/4" = 1'-0"7 PARKING EXIT STAIR 2 RETAIL LEVEL

1/4" = 1'-0"8 EXIT STAIR 1 2ND FLOOR LEVEL

1/4" = 1'-0"9 EXIT STAIR 1 3RD FLOOR LEVEL

1/4" = 1'-0"10 EXIT STAIR 1 4TH FLOOR LEVEL

1/4" = 1'-0"11 EXIT STAIR 2 4TH FLOOR LEVEL

1/4" = 1'-0"12 EXIT STAIR 2 3RD FLOOR LEVEL

1/4" = 1'-0"13 EXIT STAIR 2 2ND FLOOR LEVEL

1/4" = 1'-0"14 EXIT STAIR 2 RETAIL LEVEL

STAIR DESIGN NOTES:1. ALL WALL-MOUNTED HANDRAILS TO BE MAX. 1 5/8" DIA. PIPE2. ALL WALL-MOUNTED HANDRAILS TO BE PROVIDE WITH 12" HORIZONTAL EXTENSION AT TOP AND BOTTOM STAIRS3. ALL WALL-MOUNTED HANDRAILS TO HAVE 2" MIN. CLEARANCE FROM SMOOTH SMOOTH CONC. WALL4. CENTRE FREE-STANDING HANDRAILS TO BE CONTINUOUS5. ALL HANDRAILS AND GUARDRAILS TO BE POWDERED-COATED ALUM FINISH6. ALL RUNS ARE 11"7. RISE VARIES FROM 6.5" TO 7.0" FROM STAIR TO STAIR


7' -

0"

7' -

0"

3' - 0" 3' - 0"

PANEL A PANEL B

24' - 6"

7' -

0"

8' -

0"

7' -

0"

1' -

0"

2 1/2"

2 1/

2"

PANEL C

7' -

0"

6' - 0"

PANEL D PANEL E PANEL F

1

TYPICAL EXTERIOR CONC. WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)R-14 BATT INSULATION6 MIL. POLY VAPOUR BARRIER1/2" GWB

10" CONCRETE WALL2 COATS ELASTOMERIC PAINTREINFORCED CONCRETE, SACKED (SEE STRUCT.)

2

3


INTERIOR 8" CONCRETE WITH 3 5/8" STL. STUD FURRINGREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL FRAMING (SEE STRUCT.)3" SOUND BY SAFE 'N' SOUND INSULATION1/2" GWB

4

5

INTERIOR 8" CONCRETE WITH 6" STL. STUD FURRINGREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE6"" STEEL STUDS @ 24" O.C. (SEE STRUCT.)3 1/2" BATT INSULATION1/2" GWB

6

10" EXTERIOR CONCRETE/ 6" STL. STUD WALLREINFORCED CONCRETE, SACKED (SEE STRUCT.)1/2" AIR SPACE3 5/8" STEEL FRAMING (SEE STRUCT.)3 1/2" BATT INSULATION1/2" GWB

7

8

1 - HR RATED DEMISING WALL5/8" TYPE 'X' GWB3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)3" SOUND INSULATION2 - 5/8" TYPE 'X' GWB

PARTITION WALL5/8" TYPE 'X' GWB3 5/8" STEEL STUDS @ 24" O.C. (SEE STRUCT.)5/8" TYPE 'X' GWB

6"

INTERIOR 8" CONCRETE BLOCK WALLELASTOMERIC PAINT8X8X16 CONC. BLOCK WALL (SEE STRUCT)

9



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DEVELOPMENT

DOOR SCHEDULE/WALL LEGEND

A12821020

Issue Date

DOOR SCHEDULE

DOOR NO. COUNT LEVEL LOCATION/ TYPEDOORWIDTH

DOORHEIGHT

DOORPANEL DOOR MATERIAL DOOR FINISH FRAME MATERIAL FIRE RATING HARDWARE DESCRIPTION

D8 3 P2 PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED15 3 P2 STORAGE DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD17 1 P2 36" SERVICE RM DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD36 1 P2 PARKADE LEVEL ELEV. LOBBY ENTRY DOOR P2 3' - 0" 7' - 0" B IMP CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP

D8 1 P1 PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED15 5 P1 STORAGE DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD17 3 P1 36" SERVICE RM DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER FIRE-RATED CLOSURE, KEYED ENTRYD30 1 P1 PARKADE LEVEL ELEV. LOBBY ENTRY DOOR 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP

D8 2 RETAIL/M PARKING STAIR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURED10 3 RETAIL/M SINGLE RETAIL ENTRY DOOR 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD11 3 RETAIL/M EXTERIOR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANICD14 1 RETAIL/M PARKADE DOOR 24' - 6" 7' - 0" E O/H SECURITY POWDER COATED POWDER-COATED ALUM - REMOTELY OPERATEDD20 7 RETAIL/M RETAIL BATHROOM DOOR 3' - 0" 7' - 0" A HWC MAPLE VENEER PRESSED STEEL - CLOSERD34 1 RETAIL/M REAR ENTRANCE LOBBY RATED 3' - 0" 7' - 0" B GLASS/ALUM CLEAR GLASS/ANODIZED ALUM ALUM 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP ALTERNATE SOLUTIOND35 6 RETAIL/M RETAIL REAR ENTRY DOOR 3' - 0" 7' - 0" A IMP PAINTED PRESSED STEEL 60 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD38 6 RETAIL/M FRONT ENTRY DOOR 36" 3' - 0" 7' - 0" C CLEAR GLASS/ANODIZED ALUM ALUM

D1 12 2ND FLOOR OFFICE 1 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 2ND FLOOR OFFICE 1 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 1 2ND FLOOR OFFICE 1 ELECT CLOSET 6' - 0" 7' - 0" D SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD11 1 2ND FLOOR OFFICE 1 EXTERIOR EXIT DOOR 3' - 0" 6' - 8" A IMP PAINTED PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANICD13 2 2ND FLOOR OFFICE 1 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED29 1 2ND FLOOR OFFICE 1 OFFICE LEVEL TOILET RM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP KEYED ENTRY, PRIVACYD31 6 2ND FLOOR OFFICE 1 EXTERIOR OFFICE PATIO DOOR 3' - 0" 7' - 0" F GLASS CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD37 2 2ND FLOOR OFFICE 1 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARM

D1 12 3RD FLOOR OFFICE 2 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 3RD FLOOR OFFICE 2 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 2 3RD FLOOR OFFICE 2 ELECT CLOSET 6' - 0" 7' - 0" D SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD13 2 3RD FLOOR OFFICE 2 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED37 1 3RD FLOOR OFFICE 2 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARM

D1 10 4TH FLOOR OFFICE 3 OFFICE DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD2 2 4TH FLOOR OFFICE 3 OFFICE LEVEL WASHROOM DOOR 3' - 0" 7' - 0" A SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD4 1 4TH FLOOR OFFICE 3 ELECT CLOSET 6' - 0" 7' - 0" C SWC PAINTED PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP FIRE-RATED CLOSURE, KEYED ENTRYD13 2 4TH FLOOR OFFICE 3 INTERIOR EXIT STAIR DOOR 3' - 0" 7' - 0" A HMC MAPLE VENEER PRESSED STEEL 45 MINUTES CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP, PANIC FIRE-RATED CLOSURED31 5 4TH FLOOR OFFICE 3 EXTERIOR OFFICE PATIO DOOR F GLASS CLEAR GLASS/ANODIZED ALUM ALUM - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEPD37 1 4TH FLOOR OFFICE 3 CORRIDOR DBL DOORS 2' - 10" 7' - 0" D SWC MAPLE VENEER PRESSED STEEL - CLOSER, THRESHOLD, WEATHERSTRIP, SWEEP HOLD-OPEN MAGNETIC LOCK - AUTOMATIC CLOSING DURING FIRE ALARMGrand total: 114

1/4" = 1'-0"DOOR LEGEND

1" = 1'-0"WALL LEGEND

7' - 0" 3' - 0"2-2' - 10"

2-2' - 10"

2-2' - 10"

DOOR NOTES:1. ALL DOOR HANDLES TO BE LEVER TYPE UNLESS NOTED OTHERWISE2. PANIC HARDWARE WHERE REQUIRED IN LIEU OF LEVER HANDLES3. ALL STOREFRONT ENTRANCE DOORS TO BE NARROW STILE WITHCLASSIC PUSH/PULL HANDLES WITH AVERAGE U-VALUE OF .454. FOR ALTERNATE SOLUTION REQUIREMENTS, SEE CODE REPORTBY GAGE-BABCOCK & ASSOCIATES INC.


8' -

0"

7' -

1 1

/4"

10 3

/4"

2' - 7 1/4" 2' - 4 3/4"

5' - 0"

8' -

7 1

/4"

10 3

/4"

9' -

6"

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

30' - 0"

2 1/

2"

9' -

6"

13' - 4"

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

44' -

6"

12' - 0"

2' -

2 1

/2"

8' -

3 1

/2"

2' -

1 1

/4"2

' - 1

1/4

"8'

- 3

1/2

"2'

- 1

1/4

"9'

- 3

1/2

"2'

- 1

1/4

"2' -

1 1

/4"

5' -

10

3/4"

3' - 10 3/4" 4' - 0" 3' - 10 3/4" 2 1/2"

2 1/

2"

2 1/

2"6'

- 1

0 3/

4"10

3/4

"

2' - 1 1/2" 6' - 2 1/2" 2' - 1 1/2"2 1/2"

10' - 8"

8' -

0"

7' -

0"

2 1/

2"

3' - 0"

2 1/2"

8' -

2"

2 1/

2"

21' - 8"

4' - 6 1/2" 1' - 10 5/8"1' - 10 5/8" 4' - 9 1/2" 1' - 8 1/4"1' - 8 1/4" 4' - 11 3/4" 2 1/2" 4' - 11 3/8"

8' -

2"

13' - 5 1/2"

8' -

2"

4' - 9 1/2" 1' - 10 5/8"1' - 10 5/8" 4' - 8 1/4" 2 1/2"

4' - 0"

6' -

2"

2"

2"

VA

RIE

S

8' - 0"

6' -

2"

2"

2"

W1

W2 W3 W4 W5 W6 W7 W8 W9

W10 W11 W12 W13

7' -

0"

13' - 4"

4' - 4 1/8" 4' - 5 3/8" 4' - 4 1/8"

W14 W15

W8A

W16

2' -

0"

6' -

3 1

/2"

2' -

1 1

/4"2

' - 1

1/4

"6'

- 3

1/2

"2'

- 2

1/2

"

21' -

0"

5' - 0"

12' -

8 1

/2"

2' -

0"

6' -

3 1

/2"

2' -

1 1

/4"

2' -

1 1

/4"

2 1/

2"

2 1/2"

5' - 0"

W16A

9' -

6"

21' - 8"

1' -

1 1

/4"

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

W17 W17A

9' -

6"

2 1/

2"10

3/4

"8'

- 4

3/4

"

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

21' - 2 1/2"

6' -

2"

6' - 10" 4' - 6"

6' -

2"

W15A W15B

INSULATED OPAQUE GLASSSPANDREL BY STARLINEWINDOWS LTD. COLOURTO MATCH BUILDING ELEVATION

5' - 0"

5' -

0"

W15




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DEVELOPMENT

WINDOW SCHEDULE

A12921020

Issue Date

1/4" = 1'-0"WINDOW

WINDOW NOTES:1. ALL RETAIL WINDOWS & ENTRANCE DOOR GLAZING TO BE CLEAR DOUBLE-GLAZEDINSULATED, PAINTED ALUM FRAMES, THERMALLY BROKEN WITH AVERAGE U-VALUE OF .352. ALL OFFICE WINDOWS TO BE WINDOW WALLS 9000 SERIES BY STARLINE ARCHITECTURAL WINDOWS LTD.3. FOR ALTERNATE SOLUTION REQUIREMENTS AT SPATIAL SEPARATION, EXIT COMPLIANCE AND FIRESEPARATION, SEE CODE REPORT BY GAGE-BABCOCK & ASSOCIATES INC.


7' -

0"

19' - 4"

8' - 4"

SMOOTH FACE 8X16 CONCRETE BLOCKPAINTED "PEANUT SHELL" 2162-40 BYBENJAMIN MOORE7'

- 0

"

PRE-CAST CONCRETE CAPSTONEPAINTED "MARSH BROWN" 2164-20BY BENJAMIN MOORE

ALUMINUM FRAMING WITHPERFORATED METAL SCREENPAINTED BLACK TO MATCHBUILDING GUARDRAIL

A130

1

A130 4

A130

2

A1303


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DEVELOPMENT

GARBAGEENCLOSURE

A13021020

Issue Date

1/2" = 1'-0"1

GARBAGE ENCLOSURE SOUTHELEVATION

1/2" = 1'-0"2

GARBAGE ENCLOSURE NORTHELEVATION

1/2" = 1'-0"3

GARBAGE ENCLOSURE EASTELEVATION

1/2" = 1'-0"4

GARBAGE ENCLOSURE WESTELEVATION

1/2" = 1'-0"5 GARBAGE ENCLOSURE PLAN VIEW


PROJECT TEAM PROPOSED NEWGEN CENTRE DEVELOPMENT, … · issued for final dp rev. 1 submission &...

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Transcript of PROJECT TEAM PROPOSED NEWGEN CENTRE DEVELOPMENT, … · issued for final dp rev. 1 submission &...