A2-3.2 Hall/Planning-and-Development/Proposed... · 2 north elevation a2-3.2.1 1 : 100 3 south...
Transcript of A2-3.2 Hall/Planning-and-Development/Proposed... · 2 north elevation a2-3.2.1 1 : 100 3 south...
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 A3.2 PERSPECTIVE
MB
A2-3.2.0
JK
2017-04-21
# DATE DESCRIPTION BY
1 2017-04-27 ISSUED FOR REVIEW DP
2 2017-06-29 ISSUED FOR REVIEW MB
3 2017-10-30 ISSUED FOR REVIEW MB
FFE
0'-0"
T/O STEEL
18'-0"
T/O HIGH PARAPET
23'-6"
T/O LOW PARAPET
20'-0"
T/O MID PARAPET
21'-0"
(2'
- 6
")
76
2
(1'
- 0
")
30
5
(2'
- 0
")
61
0
(18
' -
0")
54
867
16
3 (
23
' -
6")
FL1 PNL3 PNL2
BL3 BL1
PNL2 FL1PNL3
GL1 EC5 BL1EC4
FFE
0'-0"
T/O STEEL
18'-0"
T/O HIGH PARAPET
23'-6"
T/O LOW PARAPET
20'-0"
T/O MID PARAPET
21'-0"
71
63
(2
3'
- 6
")
(2'
- 6
")
76
2
(1'
- 0
")
30
5
(2'
- 0
")
61
0
(18
' -
0")
54
86
FL1 PNL3 PNL2
EC4 BL3 BL1
BL2
EC3 EC3 EC4
FL1 PNL3 PNL2
BL1
PNL2FL1
FFE
0'-0"
T/O STEEL
18'-0"
T/O HIGH PARAPET
23'-6"
T/O LOW PARAPET
20'-0"
T/O MID PARAPET
21'-0"
(2'
- 6
")
76
2
(1'
- 0
")
30
5
(2'
- 0
")
61
0
(18
' -
0")
54
867
16
3 (
23
' -
6")
FL1 PNL3 PNL2
GL1EC5BL1 BL1 BL1GL1GL1EC5EC1
FL2 PNL2 BR1 PNL3
EC4 GL1EC5 BL1
FL1 PNL3 PNL2
FFE
0'-0"
T/O STEEL
18'-0"
T/O HIGH PARAPET
23'-6"
T/O LOW PARAPET
20'-0"
T/O MID PARAPET
21'-0"
71
63
(2
3'
- 6
")
(2'
- 6
")
76
2
(1'
- 0
")
30
5
(2'
- 0
")
61
0
(18
' -
0")
54
86
FL1 PNL3 PNL2 FL1PNL3PNL2
BL3 BL1 PNL2 EC4
A2-3.2.1
2
A2-3.2.11
A2-3.2.14
A2-3.2.1
3N
BUILDING A3.2(±4,905 S.F.)
EN
TRA
NC
E
EXIT
EXIT
M/E ROOM(±150 S.F.)
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 A3.2
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: Load 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"
396 396
1 0
4
Group E, up to 2 Storeys
107E
North
Part 11
--
--
--
--
--
--
--
--
--
--
--
--
--
--
3.2.3
--
--
--
0
0
N/A
1%60%3:112.3105
Listed Design No. or
Description (SG-2)
Mezzanine HoursN/A
Mezzanine Hours
Listed Design No. or
Description (SG-2)
--
East
--
--
4.65
+16
3:1
3:1
117
105 1%
9%
100%
BOTH
0
Table 3.2.3.1.C1
2
Change of Use
- Proposed Commercial Unit.
South
West 9.2 3:1117 37%100% 1
0%
1.1.3.2396 396
--
N/A --
Table 3.2.3.1.C
Table 3.2.3.1.C
Table 3.2.3.1.C
BOTH
BOTH
BOTH
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
As indicated
CUNDLES ROAD EAST "SITE A3"
BARRIE, ON
07.347R
BUILDING A3.2
FLOOR PLAN & ELEVATIONS
MB
A2-3.2.1
JK
2017-04-21
# DATE DESCRIPTION BY
1 2017-04-27 ISSUED FOR REVIEW DP
2 2017-06-29 ISSUED FOR REVIEW MB
3 2017-10-30 ISSUED FOR REVIEW MB
EXTERIOR FINISH & COMPONENT SCHEDULE
MATERIAL DESCRIPTION AREA
BL1 SHOULDICE CONCRETE BLOCK
COLOUR: COLBY TAPESTRY
MORTAR: SOLOMON 94X IRON BLACK
52 m²
BL2 SHOULDICE CONCRETE BLOCK
COLOUR: EXECUTIVE GREY
MORTAR: SOLOMON 60X WHITE
17 m²
BL3 PRECAST SILL
COLOUR: LIGHT GREY
2 m²
BR1 WATSONTOWN BRICK
COLOUR: HUDSON KT TYPE 8
MORTAR: SOLOMON 60X WHITE
23 m²
FL1 CAP FLASHING
COLOUR: GREY
1 m²
FL2 METAL CORNICE
COLOUR: MATCH TO ADJACENT METAL PANEL
7 m²
GL1 GLAZED DOORS AND WINDOWS
MULLION COLOUR: BLACK
48 m²
PNL2 AL13 METAL PANELS / PANEL SYSTEM
COLOUR: SD324 PEARL
236 m²
PNL3 AL13 METAL PANELS / PANEL SYSTEM
COLOUR: SD326 FRENCH BEIGE
115 m²
EC2 METAL AWNING
COLOUR: BLACK
28 m²
EC3 H.M. DOORS & FRAMES
PREFINISHED HOLLOW METAL DOORS AND FRAMES
COLOUR: TO MATCH ADJACENT MATERIALS
9 m²
EC4 EXTERIOR LIGHTING FIXTURE 4 m²
EC5 METAL FILLER PANEL
COLOUR: MATCH TO MULLION
1 m²
1 : 100A2-3.2.1
NORTH ELEVATION2
1 : 100A2-3.2.1
SOUTH ELEVATION3
1 : 100A2-3.2.1
WEST ELEVATION1
1 : 100A2-3.2.1
EAST ELEVATION4
1 : 100A2-3.2.1
FLOOR PLAN5
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
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
N.T.S.A2-3.2.1
OBC Matrix6