a2-3.1 hall/planning-and-development/proposed... · a2-3.1.2 jk 2017-04-21 # date description by 1...

This drawing, as an instrument of service, is provided by and is the property of Turner Fleischer Architects Inc.

The contractor must verify and accept responsibility for all dimensions and conditions on site and must notify

Turner Fleischer Architects Inc. of any variations from the supplied information. This drawing is not to be

scaled. The architect is not responsible for the accuracy of survey, structural, mechanical, electrical, etc.,

information shown on this drawing. Refer to the appropriate consultant's drawings before proceeding with the

work. Construction must conform to all applicable codes and requirements of authorities having jurisdiction.

The contractor working from drawings not specifically marked 'For Construction' must assume full

responsibility and bear costs for any corrections or damages resulting from his work.

T

TURNER FLEISCHER

URNERFLEISCHERARCHITECTS INC.

6 Lesmill on m3b416 425-2222

Road oronto Canada

turnerfleischer.com

TelephoneT ( )

7 2t8

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

CUNDLES ROAD EAST "SITE A3"

BARRIE, ON

07.347R

BUILDING A3-A3.1

PERSPECTIVE

MB

A2-3.1.0

JK

2017-04-21

# DATE DESCRIPTION BY

1 2017-05-04 ISSUED FOR REVIEW DP

2 2017-09-13 ISSUED FOR REVIEW MB


FFE

0'-0"

T/O STEEL

18'-6"

T/O HIGH PARAPET

26'-8"T/O LOW PARAPET

24'-6"

(26

' - 8

")

81

28

(2' -

2")

66

0

(6' -

0")

18

29

(18

' - 6

")

56

39

FL2 BR1 PNL3 BR1 FL2 BR1 PNL3 FL2 BR1 PNL3 BL2 PNL1 BL2 FL2 BR1 PNL3 BL2 PNL2 BR1

GL1BL1 EC5 BL1 GL1 GL1 EC5 GL1BL1 EC2EC1EC2 GL1 GL1BL1 BL1EC2 BL1 GL1 EC5 BR1

FL2 BR1 PNL2 PNL3 BR1

EC2

PNL3

EC4EC2

BL2PNL2 FL1 BR1

BL1 EC4 EC1 EC5

FFE

0'-0"

T/O STEEL

18'-6"

T/O HIGH PARAPET


24'-6"

BL2PNL3

BL1

(26

' - 8

")

81

28

(2' -

2")

66

0

(6' -

0")

18

29

(18

' - 6

")

56

39

BL2 PNL3

BL1 BL3PNL3

FL1 FL1FL1

LINE OF DEPRESSED

LOADING AREA

LINE OF DEPRESSED

LOADING AREA

FFE

0'-0"

T/O STEEL

18'-6"

T/O HIGH PARAPET

26'-8"

T/O LOW PARAPET

24'-6"

FL2PNL2BR1PNL3

GL1 EC4BL1 GL1BL1

PNL1

BL1

BL2PNL1

PNL1 EC2

(26

' - 8

")

81

28

(2' -

2")

66

0

(6' -

0")

18

29

(18

' - 6

")

56

39

FL1

EC3

FFE

0'-0"

T/O STEEL

18'-6"

T/O HIGH PARAPET


24'-6"

FL2 BR1 PNL3 BL2PNL1 BL2

BL2

BL1BL1PNL1 BL1GL1EC2BL1 EC4

(26

' - 8

")

81

28

(2' -

2")

66

0

(6' -

0")

18

29

(18

' - 6

")

56

39

Project Description

Item

1

Ontario Building Code Data Matrix OBC Reference

2 Major Occupancy(s)

3 Building Area (sq. m)

4

5

6

7

Gross Area (sq. m)

Number of Storeys

Number of Streets/Access Routes

Building Classification

8 Sprinkler System Proposed

10

11

12

13

14

15

16

17

18

19

20

Standpipe required

Fire Alarm Required

Water Service/Supply is Adequate

High Building

Permitted Construction

Actual Construction

Mezzanine(s) Area (sq.m)

Occupant load based on

Unit A3

Unit A3.1

Barrier-free Design

Hazardous Substances

Entire Building

Basement only

In lieu of roof rating

Not required

Yes

Yes

Yes

Yes

Non-combustibleCombustible

Combustible Non-combustible

sq.m/Person Design of Building

No

No

No

No

Both

Both

Occupancy:

Occupancy:

Load

Load

Persons

Persons

Yes No (Explain)

Yes No

Addition

Alteration

Part 3 Part 9New

Existing

Existing

Above grade

New

New

Total

Total

Below grade

Required Fire

Resistance

Rating (FRR)

Horizontal Assemblies FRR

(Hours)

FRR of Supporting

Members

Floors

Roof

Hours

Hours

N/A

N/A

Floors

Roof

Hours

Hours

N/A

N/A

--

3.1.2.1.(1) --

1.1.3.2 --

--

1.4.1.2[A] & 3.2.1.1 --

3.2.2.10 & 3.2.5 --

3.2.2.61 --

3.2.2.57 --

3.2.9.1 --

3.2.4. --

3.2.5.7. --

3.2.6 --

3.2.2.57 --

3.2.1.1.(3)-(8) --

3.1.17 --

3.8 --

3.3.1.2 & 3.3.1.20 --

3.2.2.57 & 3.2.1.4 --

Spatial Separation - Construction of Exterior Walls

Wall Area of

EBF

(sq.m)

L.D.

(m)

L/H

or

H/L

Permitted

Max % of

Openings

Proposed %

of

Openings

FRR

(hours)

Listed Design or

Description

Comb.

Constr.

Comb. Constr

Non. Cladding

Non-

Comb

Const

Group E - "Mercantile"

2,565 2,565

1 0

3

Group E, up to 2 Storeys

317E

North

Part 11

--

--

--

--

--

--

--

--

--

--

--

--

--

--

3.2.3

--

--

--

0

0

N/A

42%100%8:1+15m368

377

Listed Design No. or

Description (SG-2)

Mezzanine HoursN/A

Mezzanine Hours

Listed Design No. or

Description (SG-2)

--

E

East

--

--

12.3

+15m

6:1

8:1

260

368 0%

68%

100%

BOTH

0

Table 3.2.3.1.E0

1

Change of Use

- Proposed Commercial Units.

South

West 4.65 6:1260 10%14% 2

15%

1.1.3.22,565 2,565

--

N/A --

Table 3.2.3.1.E

Table 3.2.3.1.E

Table 3.2.3.1.E

BOTH

BOTH

BOTH









T

TURNER FLEISCHER


6 Lesmill on m3b416 425-2222

Road oronto Canada

turnerfleischer.com

TelephoneT ( )

7 2t8

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

As indicated


BARRIE, ON

07.347R

BUILDING A3-A3.1

ELEVATIONS

MB

A2-3.1.1

JK

2017-04-21





EXTERIOR FINISH & COMPONENT SCHEDULE

MATERIAL DESCRIPTION AREA

BL1 SHOULDICE CONCRETE BLOCK

COLOUR: COLBY TAPESTRY

MORTAR: SOLOMON 94X IRON BLACK

278 m²

BL2 SHOULDICE CONCRETE BLOCK

COLOUR: EXECUTIVE GREY

MORTAR: SOLOMON 60X WHITE

272 m²

BL3 PRECAST SILL

COLOUR: LIGHT GREY

2 m²

BR1 WATSONTOWN BRICK

COLOUR: HUDSON KT TYPE8

MORTAR: SOLOMON 60X WHITE

195 m²

FL1 CAP FLASHING

COLOUR: GREY

1 m²

FL2 METAL CORNICE

COLOUR: MATCH TO ADJACENT METAL PANEL

4 m²

GL1 GLAZED DOORS AND WINDOWS

MULLION COLOUR: BLACK

181 m²

PNL1 AL13 METAL PANELS / PANEL SYSTEM

COLOUR: WD310 SWISS PEAR WOOD

339 m²


COLOUR: SD324 PEARL

36 m²


COLOUR: SD326 FRENCH BEIGE

380 m²

EC1 METAL CANOPY (CLOSE)

COLOUR: BLACK

2 m²

EC2 METAL AWNING

COLOUR: BLACK

144 m²

EC3 H.M. DOORS & FRAMES

PREFINISHED HOLLOW METAL DOORS AND FRAMES

COLOUR: TO MATCH ADJACENT MATERIALS

4 m²

EC4 EXTERIOR LIGHTING FIXTURE 7 m²

EC5 METAL FILLER PANEL

COLOUR: MATCH TO MULLION

4 m²

NOT APPLICABLE

1 : 100A2-3.1.1

NORTH ELEVATION1

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

1 : 100A2-3.1.1

SOUTH ELEVATION2

1 : 100A2-3.1.1

EAST ELEVATION3

1 : 100A2-3.1.1

WEST ELEVATION4

NOT APPLICABLE

NOT APPLICABLE

- ALL ROOF TOP UNITS TO BE SCREENED BY PARAPETS OR

SCREEN WALLS. SIZE AND LOCATION OF ROOF TOP UNITS

TO BE CONFIRMED

*NOTE

N.T.S.A2-3.1.1

OBC Matrix5

A2-3.1.1

1

A2-3.1.14

A2-3.1.1

2

A2-3.1.13

36674 (120' - 4")

28654 (94' - 0")BUILDING A3.1

(±12,600 S.F.)

BUILDING A3

(±15,000 S.F.)

36

57

9 (

12

0' -

0")

28559 (93' - 8")

N

ENTRANCE

ENTRANCE

EXIT

EX

IT

EXIT









T

TURNER FLEISCHER


6 Lesmill on m3b416 425-2222

Road oronto Canada

turnerfleischer.com

TelephoneT ( )

7 2t8

PROJECT

PROJECT NO.

DRAWING

DRAWN BY

SCALE

DRAWING NO.

PROJECT DATE

CHECKED BY

1 : 100


BARRIE, ON

07.347R

BUILDING A3-A3.1

FLOOR PLAN

MB

A2-3.1.2

JK

2017-04-21





1 : 100A2-3.1.2

FLOOR PLAN1

a2-3.1 hall/planning-and-development/proposed... · a2-3.1.2 jk 2017-04-21 # date description by 1...

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