sim a101 carling community hall€¦ · a101 architectural floor plan 2017-06-30 j. slavish april...

ENTRANCE

D1

Ref1

A101

101

A101

2Ref

2

Ref 2

Ref

2Ref

Room name

101

1

A101

SIM

W11

R1

W1

F1

DETAIL TAG

ELEVATION TAG

ROOM TAG

BUIDLING SECTION TAG

SYMBOL LEGEND

VIEW TITLE

Section NumberDrawing Sheet

Similar

Elevation NumberDrawing Sheet


Similar

View NumberView NameView Scale

View Reference Sheet

Room NameRoom Number

ENTRANCE/ EGRESS TAG

SPOT ELEVATION TAG

SCOPE OF WORK TAGScope of Work NumberRefer to Scope of Work Schedule

WINDOW TAG

DOOR TAG

ROOF TAG

WALL TAG

FLOOR TAG

CEILING TAG

1

A101

SIM


Similar

WALL SECTION TAG

C1

EXIT

F.F.E. = 400.00 m

SPOT ELEVATION TAG

Scale: 1/8" = 1'-0"88 view nameR101

400.00 m ELEV.

A101

1 Ref

1

Ref

1 Ref

1

Ref

Elevation NumberDrawing Sheet

INTERIOR ELEVATION TAG

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:

1.) THESE DRAWINGS MUST BE CHECKED BY THE CUSTOMER OR CONTRACTOR. ANY ERRORS OR OMISSIONS MUST BE REPORTED IN WRITING TO STEENHOF BUILDING SERVICES GROUP PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2.) OWNER OR CONTRACTOR MUST CHECK AND VERIFY ALL SITE CONDITIONS BEFORE PROCEEDING WITH THE WORK.

3.) ALL DIMENSIONS SHOWN ON THESE DRAWINGS MUST BE CHECKED AGAINST ALL OTHER PROJECT DRAWINGS. ALL DISCREPANCIES MUST BE REPORTED TO THE CONSULTANT BEFORE PROCEEDING WITH THE WORK.

4.) FOR CONSTRUCTION PURPOSES, USE ONLY THE LATEST APPROVED DRAWINGS LABELLED 'ISSUED FOR CONSTRUCTION'.

5.) DO NOT SCALE THE DRAWINGS.

Drawing No.:

STEENHOF Building Services Group126 Mississaga St. E., Orillia, ON L3V 1V7

Tel: 705-325-5400 Fax: 705-325-8400Website: www.steenhofbuilding.com

Seal:

Revision:

Project Status:

PERMIT

TRUE NORTH PROJECT NORTH

Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500

Principal, Bohdan M. Chorny, Architect OAA

[email protected]

126 Mississaga St E.

Orillia, ON

L3V 1V7

CHORNY Associates Architect Inc.

1 : 50

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt

2 CARLING BAY WEST ROAD, CARLING, ONTARIO

JULY 2017K. LANKIN

160389

CARLINGCOMMUNITY HALL

J. SLAVISH

CONT

EXT

PAG

E

A000

CARLING COMMUNITY HALL2 CARLING BAY WEST ROAD,

CARLING, ONTARIO

Drawing List - Architectural

Sheet Number Sheet Discipline Sheet Name Sheet Issue Date Designed By Designed By Date Drawn By Drawn By Date Checked By Checked By Date Approved By Approved By Date Project Manager Tender

A000 Architectural CONTEXT PAGE 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA001 Architectural LOCATION PLAN 2017-06-30 J. SLAVISH APRIL 2017 A. MARELA JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA101 Architectural FLOOR PLAN 2017-06-30 J. SLAVISH APRIL 2017 A. MARELA JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA102 Architectural ROOF PLAN 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA200 Architectural ELEVATIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA201 Architectural ELEVATIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA300 Architectural BUILDING SECTIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA400 Architectural WALL SECTIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA401 Architectural WALL SECTIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA600 Architectural TYPICAL DETAILS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA700 Architectural REFLECTED CEILING PLAN 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA800 Architectural INTERIOR ELEVATIONS 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YESA900 Architectural SCHEDULES 2017-06-30 J. SLAVISH APRIL 2017 K. LANKIN JUNE 2017 J. SLAVISH 2017-06-30 B. CHORNY 2017-06-30 J. SLAVISH YES

Grand total: 13

Drawing List - Structural

Sheet Number Sheet Discipline Sheet Name Sheet Issue Date Designed By Designed By Date Drawn By Drawn By Date Checked By Checked By Date Approved By Approved By Date Project Manager Tender

S100 STRUCTURAL GENERAL NOTES AND SCHEDULES 2017-05-24 J. SLAVISH APRIL 2017 A. MARELA MAY 2017 R. BOUDREAU 2017-05-24 R. BOUDREAU 2017-05-24 J SLAVISH YESS200 STRUCTURAL FOUNDATION PLAN 2017-05-24 J. SLAVISH APRIL 2017 A. MARELA MAY 2017 R. BOUDREAU 2017-05-24 R. BOUDREAU 2017-05-24 J SLAVISH YESS300 STRUCTURAL ROOF FRAMING PLAN 2017-05-24 J. SLAVISH APRIL 2017 A. MARELA MAY 2017 R. BOUDREAU 2017-05-24 R. BOUDREAU 2017-05-24 J SLAVISH YESS400 STRUCTURAL DETAILS - FOUNDATION 2017-05-24 J. SLAVISH APRIL 2017 A. MARELA MAY 2017 R. BOUDREAU 2017-05-24 R. BOUDREAU 2017-05-24 J SLAVISH YESS401 STRUCTURAL DETAILS - ROOF FRAMING 2017-05-24 J. SLAVISH APRIL 2017 A. MARELA MAY 2017 R. BOUDREAU 2017-05-24 R. BOUDREAU 2017-05-24 J SLAVISH YES

Grand total: 5

Revision Schedule

No. Description Date

4 Issued for Tender 05/31/17

5 Revised for

Tender/Permit

06/30/17

6 Revised per Client 07/18/17



3166.038ELEV

4166.153ELEV

ELEV

6166.373ELEV

7166.321ELEV

8166.148ELEV

9165.949ELEV

10165.762ELEV

11165.932ELEV

12166.007ELEV

13166.030ELEV

14166.018ELEV

15165.900ELEV

16165.902ELEV

17

20165.766ELEV

21165.682ELEV

22165.535ELEV

23165.460ELEV

24165.484ELEV

25165.452ELEV

26165.454ELEV

27165.478ELEV

38165.839CL

39165.817CL

40165.824CL

41165.843CL

42165.868CL

43166.831BM1

44166.848BM1

45166.846BM1

46

48166.192ELEV

49166.025ELEV

50166.214ELEV

51166.217ELEV

52166.202ELEV

53166.053ELEV

54165.703ELEV

57165.578ELEV

58165.592ELEV

59165.466ELEV

60165.445ELEV 61

165.422ELEV

66163.581ELEV

67165.022ELEV

68163.751ELEV

69163.785ELEV

75165.817ELEV

76165.825ELEV

77165.887ELEV

78165.922ELEV

79165.762ELEV

80165.949ELEV

81165.960ELEV

164.00 164.20 164.40 164.60 164.80 165.00 165.20 165.40

163

.80

164

.00

164

.20

164

.40

164

.60

164

.80

165

.00

165

.20

165

.40

165

.60

165

.80

165.60

165.80

165

.60

165.60

165

.80

165.60

165.80

165.60

165.80

166.00

166.20

165

.60

165

.80

165.60

165.80

166.00

166.00

166.00

166.20

163.80 164.00

164.20 164.40

164.60 164.80

165.00 165.20

165.40

CENTERLINE OF ROAD

EXISTING CARLING OFFICE BUILDINGS

EXISTING HYDRO POLE

EXISTING BUILDING

EXISTING FENCE LINE

EXISTING BUSH LINE

167.52m PROPOSED ELEVATION

EXISTING DRAINAGE DITCH

F.F.E. = FINISHED FLOOR ELEVATION

NOTE:

TOPOGRAPHICAL INFORMATION SHOWN ON PLAN

COLLECTED BY SBSG IN MAY OF 2017

EX HP

HIGHWAY 559

C AR LI NG B A Y R O

AD WE S T

CARLING TOWNSHIP OFFICE BUILDINGS

EXISTING RINK

EXISTING BASEBALL DIAMOND AND FIELD

BUSHLINE

EXISTING FENCE SURROUNDING BASEBALL FIELD

TO HIGHWAY 69/400

EXISTING TOWNHALL

ED GE O

F A SPHALT

EXISTING PARKING AREA

EX. HP

EXISTING BUILDING

EX. HP

EX. HP

EX. HP

EX. HPEX. HP

EX. HP

EXISTING RINK

PROPOSED COMMUNITY HALL933.99m²

F.F.E. = 166.20m

EXISTING BUILDING

CONCRETE PATIO

CONC

RETE

PAD

CONCRETE PADCONCRETE PAD

EXISTING ASPHALT PARKING AREA w/ NEW PARKING LAYOUT

EXISTING ENTRANCE

[15' - 9"]4800

[22' - 11 5/8"]7000

[15' - 9"]4800

[15' - 9"]4800

[22' - 11 5/8"]7000

[6' - 6 3/4"]2000

EXISTING BUILDING

EDGE OF EXISTING ASPHALTED AREA TO BE BLENDED WITH NEW ASPHALT

NEW CONCRETE WALKWAY

NEW

CO

NCRE

TE W

ALKW

AY -

SEE

DETA

IL

CONCRETE PAD

NEW CONCRETE WALKWAYSEE OPSD DETAIL 310.010

9000

CEN

TERLIN

E OF CAR

LING

BAY RO

AD W

EST

EDG

E OF ASPH

ALT

EXISTING FENCE TO BE REMOVED

NEW ALUM

FLAGPOLE w/ BASE

- SEE DETAIL

[4' - 11"]1500

NEW

CO

NCRE

TE W

ALKW

AY

NEW

CUR

B

EXIS

TING

FEN

CE T

O B

E RE

MO

VED

PROPOSED ALTERNATE ENTRANCE

[15'

- 9"]

4800

[22'

- 11

5/8"

]70

00[2

' - 1

1 3/

8"]

900

[102

' - 4

3/8

"]31

200

[7' -

10

1/2"

]24

00[1

13' -

2 1

/4"]

3450

0[3

0' - 1

0 1/

8"]

9400

[15'

- 9"]

4800

EX HP

EX HP

EX HP

EX HP

EX HP

EX HP

EX HP

R 4

125

26

[24'

- 11

1/4"

]76

00

AREA OF EXISTING ASPHALT = 964.2m² (APPROX)

AREA OF NEW ASPHALT = 1939m²

TOTAL AREA OF ASPHALTED PARKING = 2903m² (APPROX)

69 TOTAL PARKING SPACES

4 BARRIER FREE PARKING SPACES (2.4m x 4.8m)

65 STANDARD PARKING SPACES (3.6m x 4.8m)

[36' - 8 1/2"]11187

[79' - 8 1/2"]24294

18

LIGHT STANDARD

[11'

- 9 3

/4"]

3600

[15' - 9"]4800

[6' - 6 3/4"]2000

[12' - 5 5/8"]3800

[11' - 9 3/4"]3600

[11' - 9 3/4"]3600

1

1

WALKWAY

2

1

24

9

EDG

E O

F NE

W A

SPHA

LT

LIGHT STANDARD

LIGHT STANDARD

PROPOSED SEPTIC BED (APPROX LOCATION)

UNDE

RGRO

UND

SANI

TARY

SER

VICE

ROLLOVER FROM ASPHALT TO GRASS

0:12

0:12

0:1

2

2:12

0:1

2

0:12

0:1

2

0:12

BENCHMARK TAKEN AT TOP OF WELL CAP.

ELEVATION = 166.847masl

EXISTING DRAINAG

E DITCH

[39'

- 4 1

/2"]

1200

0

166.15m 166.15m

166.15m

NEW

CO

NC

RET

E W

ALKW

AY -

SEE

DET

AIL

166.

20m

NEW CONCRETE WALKWAY -SEE DETAIL

166.15m

166.00m

SLOPE 0.5%

165.85m

165.95m

SLOPE 2.0%

CURB CUT

CURB CUT

165.60m

165.60m 165.65m

165.65m

[23'

- 7 1

/2"]

7200

[39'

- 7 1

/8"]

1206

7

165.

65m

165.

80m

166.15m

166.15m

[22' - 11 5/8"]7000

EXISTING HYDRO POLE TO BE REMOVEDEXISTING HYDRO POLE TO BE REMOVED

EXISTING HYDRO POLE TO BE REMOVED

[70' - 10 3/8"]21600

HAND HOLE

10M CIRCULAR REBAR SPACED AT 10"(254mm) C/C INTERVALS TO SUPPORT 15M REBAR

CIRCULAR DIMENSION OF CONCRETE BASE TO BE DEPENDENT ON BASE PLATE DIMENSIONS

WIRE AND CONDUIT AS REQUIRED

FINISH GRADE SLOPED AWAYFROM FOUNDATION

5-15M

BASE PLATE AS PERMANUFACTURER'S SPECIFICATION

ANCHOR BOLTS AS PERMANUFACTURER'S SPECIFICATIONS

25 mm NON-SHRINKAGE GROUT

2-LAYERS OF 6 MIL POLY WRAPPEDAROUND THE CONCRETE PIER FOR 4'-0" BELOW GRADE

SOIL ADJACENT TO CONCRETE TOBE UNDISTURBED

5-15M BARA

10M CIRCULAR REBAR SPACED AT10"(254mm) C/C INTERVALS TOSUPPORT 15M REBAR

3" CL.2-LAYERS OF 6 MIL POLY

POLE HEIGHT

24" 6'-0"

5'-6"

24'-0"

16'-0"

A B C

16"

20"

20"

DESIGN LOADS:WIND LOAD: q 1/50 = 0.36 kPa

CONCRETE NOTES:1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CAN/CSA-A23.1, AND BE READY-

MIX TYPE.2. CONCRETE SHALL BE DESIGNED, BATCHED, DELIVERED, PLACED AND CURED IN

CONFORMANCE WITH THE REQUIREMENTS OF CAN/CSA-A23.1.3. CONCRETE CLASS AND MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS:

A. CONCRETE PIERS CLASS C-1 32 MPa 5 - 8% AIR ENTRAINMENT4. NO CONCRETE SHALL BE POURED WITHOUT PRIOR REVIEW BY THE ENGINEER.5. ALL CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CAN/CSA-

A23.1.6. ALL HONEYCOMBING SHALL BE CUT OUT AND FILLED TO THE APPROVAL OF THE ENGINEER.

STANDARDS:1. TOUCH UP SHOP PRIMER TO BOLTS, WELDS AND BURNED AND SCRATCHED SURFACES AT

COMPLETION OF ERECTION.2. FLAG POLE DESIGNED BY OTHERS, SHALL BE DURABLE FOR A SERVICE LIFE OF 30 YEARS.3. INSTALL FLAG POLE AND ANCHOR BOLTS AS PER THE MANUFACTURER”S SPECIFICATIONS.

FOUNDATION NOTES:1. FOUND ALL FOOTINGS ON APPROVED, UNDISTURBED NATIVE SOIL WITH A MINIMUM SLS SOIL

BEARING CAPACITY OF 100 kPa. SOIL BEARING CAPACITY SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER IN WRITING PRIOR TO POURING OF FOOTINGS.

2. IF SOIL IS EXCESSIVELY DISTURBED AND BACKFILL IS REQUIRED, BACKFILL SHALL BE PLACED IN MAXIMUM 8" (200 mm) LOOSE LIFTS AND COMPACTED TO 95% SPMDD.

3. GRANULAR SHALL BE COMPACTED TO 98% SPMDD. 4. SHORE & BRACE WHERE NECESSARY TO ENSURE THE SAFETY AND STABILITY OF EXISTING

STRUCTURE DURING EXCAVATION.

REINFORCING STEEL NOTES:1. ALL REINFORCING STEEL TO BE DEFORMED BAR AND SHALL HAVE A MINIMUM YIELD STRENGTH

OF 400 MPa CONFORMING TO THE REQUIREMENTS OFCSA-G30.18.2. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED, PLACED AND SUPPORTED IN

ACCORDANCE WITH THE “REINFORCING STEEL MANUAL OF STANDARD PRACTICE” BY THE REINFORCING STEEL INSTITUTE OF CANADA.

3. ALL REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS NOTED OTHERWISE.

4. CONCRETE COVER FOR REINFORCING SHALL MEET THE FOLLOWING REQUIREMENTS:A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3.0” (75mm)

5. ALL REINFORCEMENT AND HARDWARE, INCLUDING DOWELS, ANCHOR BOLTS AND BEARINGPLATES SHALL BE ACCURATELY POSITIONED, SECURED AND SUPPORTED PRIOR TO CONCRETE PLACEMENT. NO WET SETTING SHALL BE PERMITTED.

BC

[4' -

0"]

1219

A

[1"]25

[1"]25

NOTE:

CONTRACTOR TO PROVIDE SHOP

DRAWINGS (OF FLAG POLE / LIGHT

STANDARD UNITS UPON FINAL

SELECTION OF PRODUCT) TO SBSG

FOR REVIEW AND APPROVAL PRIOR

TO FABRICATION OR CONSTRUCTION

OF FOUNDATION

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


As indicated

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017A. MARELA

160389


J. SLAVISH

LOCA

TIO

N PL

AN

A001

Scale: 1 : 12502 EXISTING SITE PLAN

Scale: 1 : 2001 PROPOSED - LOCATION PLANScale: 1 : 253 SITE DETAILS

N.T.S.4 FLAG POLE / LIGHT STANDARD TYPICAL FOUNDATION DETAIL

Revision Schedule


3 Site Plan for Review 05/16/17


5 Revised for

Tender/Permit

06/30/17




6

A2001

A2012

2

2

B B

G G

EXIT

5

5

6

6

7

7

9

9

H H

A A

1

1

1A300

1A300

[14' - 4 3/4"]4387

[44' - 4 1/2"]13524

[13' - 11 3/8"]4250

[53' - 3 1/4"]16237

[32' - 1 5/8"]9794

Change Rm /Viewing

1

Storage Rm

2

Multi PurposeRoom

3

Kitchen

4

Staff W/R

5

Back Corridor

6

Bar

7

Storage

8

Meeting Rm

9

Air Lock

10

Corridor

11

A200

2

C C

ENTRANCE

A201 1

2A300

2A300

EQ1EQ2

EQ4

EQ5

EQ6

EQ6

EQ8

EQ9

EQ10

EQ11

EQ12

900mm DP PANTRY STORAGE CABINETRY

Janitors

15

Mechanical Rm

18

Coat Closet

19

Universal W/R

20

IT / Comp. Rm

21

Artifact Display

12

B3A

B3A

B3

B3AB3A

D2

B3A

D3

D2

D2

B3

B3

2D1

2D1 2D1

2D1

2D1

2D1

2D1

B3A

[15' - 9"]4800

[15' - 10"]4825

[6' -

5 3

/4"]

1975

[6' -

5 3

/4"]

1975

[4' - 11"]1500

[15'

- 9"]

4800

[6' - 6 3/4"]2000

R 8000

[6' -

6 3

/4"]

2000

[4' -

11"

]15

00[1

5' - 4

"]46

73[1

9' - 8

7/8

"]60

16[2

4' - 8

1/8

"]75

21[3

' - 6

1/8

"]10

69

EQ EQ

[6"]152 [7' - 2 7/8"]

2207[37' - 9 1/2"]

11518[7' - 2 7/8"]

2207

[6"]152

[15' - 5 3/4"]4718

[11' - 1 7/8"]3400

[11' - 1 7/8"]3400

[15' - 5 3/4"]4718

[31' - 7 5/8"]9641 [6"]

152

[14' - 4 3/4"]4387

[6"]

152

[73'

- 8 7

/8"]

2247

6

[6"]

152

[6"]

152

[15'

- 6 7

/8"]

4745

[3 1

/2"]

89[3

' - 1

0 3/

4"]

1187

[3' -

10

3/4"

]11

87

[6 1

/2"]

165

[7' -

9 7

/8"]

2384

[3 1

/2"]

89[2

6' - 5

3/8

"]80

61

[6"]

152

[14' - 4 3/4"]4387

[6"]152

[14' - 3 5/8"]4360

[5 1/2"]140

[14' - 1 3/8"]4303 [3 1/2"]

89

[14' - 5 7/8"]4417 [3 1/2"]

89

[13' - 10 3/8"]4224 [6"]

152

[52' - 3 1/4"]15932 [6"]

152

[7' - 5 5/8"]2275 [3 1/2"]

89

[23' - 10 1/2"]7277 [6"]

152

[3' - 5 1/4"]1047

[45' - 3 1/4"]13800

[3' - 6 3/4"]1085

[12' - 2 1/4"]3716

[2' - 3 5/8"]701

[6"]

152

[5' -

6 1

/4"]

1684

[3 1

/2"]

89[1

2' - 6

3/4

"]38

29

[3 1

/2"]

89

[6"]

152

[10'

- 5 3

/8"]

3183

[3 1

/2"]

89

[8' -

11

1/2"

]27

30[9

' - 1

0"]

2999

[6 1

/2"]

165

[15' - 9"]4800

[6' -

5 3

/4"]

1975

EQ3

EQ13

B.F.WASHROOM

14

[5' - 0 5/8"]1539

[3' - 5 7/8"]1062

[3' - 5 7/8"]1063

[13'

- 6 1

/2"]

4127

[3 1

/2"]

89

[4' -

11

7/8"

]15

20[3

1/2

"]89

[14'

- 5 7

/8"]

4415

[6"]

152

[6"]152

[28' - 11 3/8"]8822 [3 1/2"]

89

[14' - 4 1/8"]4372

[3 1/2"]89

[13' - 11 3/8"]4250 [1/2"]

13[5 1/2"]

140

[52' - 3 1/4"]15932

[6"]152

[3' - 2 7/8"]988 [3 1/2"]

89

[10' - 4 5/8"]3166 [3 1/2"]

89

[17' - 5 1/2"]5322

[11'

- 5 3

/4"]

3500

[29'

- 9 1

/8"]

9072

[3 1

/2"]

89

[4' -

6"]

1373

[6 1

/2"]

165

[7' -

9 3

/8"]

2373

[3 1

/2"]

89

[15'

- 6 7

/8"]

4745

[3' -

6 1

/8"]

1069

1A400

3A400

1A401

2A401

FOLDING PARTITION WALL

A8005 6A800 78

A800

3

13

14

15

2A101

3A101

D100

D108

D109

D110

D101

D111

D102

D103

D105

D106

D107

D104

D113

D114

D115

D116

D117

D118

D119

D120

D121

D122

D123

D125

D124

[7' - 6"]2285 [3 1/2"]

89

[4' - 6"]1371 [3 1/2"]

89

[19' - 1 1/8"]5820

[3' -

4 3

/4"]

1034

[3 1

/2"]

89

A800

9

11

10

A800

12

A8002 1[3' - 9"]1143

[6' - 11 7/8"]2130

[3' - 9"]1143

[4' - 0"]1219

[3 1/2"]89

CONCRETE PATIO

[73'

- 6 1

/2"]

2241

5

[9' - 11 1/4"]3030

[3 1/2"]89

[8' - 6 1/2"]2603

[3 1/2"]89

[9' - 9 3/4"]2992

[3 1/2"]89

[14' - 5 7/8"]4417

[3 1/2"]89

[13' - 10 7/8"]4237

[31' - 6 1/8"]9605

[26'

- 4 3

/4"]

8045

[7' -

10"

]23

88

[29'

- 9"]

9067

2D2

2D1

2D1

2D12D12D1

2D1

[5' -

3 1

/2"]

1614

[2' - 11 3/8"]900

B3AB3A

B3A

[64'

- 8"]

1971

1

[19'

- 9 1

/8"]

6024

[3 1

/2"]

89[1

3' - 6

1/2

"]41

27[6

1/2

"]16

5[1

4' - 1

1 1/

2"]

4560

[3 1

/2"]

89

D3

B3

Mens W/R

16

Ladies W/R

17

[4' - 0 1/8"]1222

[3 1

/2"]

89[9

' - 7

1/4

"]29

29[3

1/2

"]89

[5' -

0 3

/4"]

1543

[6 1

/2"]

165

D D

F FD126

D127

2D12D1

D2

B3A B3A

B3EQEQ

B3

B3

B3

B3B3

[3' - 10 5/8"]1185

[4' -

11"

]15

00[3

1/2

"]89

[6' -

0"]

1830

PREFINISHED STONE CAP.

CONCRETE PIER BELOW PER STRUCTURAL PLAN.

STONE VENEER PER OWNER.LIP OVER PIER WITH FLASHINGPER MANUFACTURER SPEC.

P.T. STUD WALL FRAMING WITH 13mm P.T. PLYWOOD.

12x12 TIMBER COLUMN STAINED.COLOUR PER OWNER.

[1' -

0 1

/4"]

310

[11

1/2"

]29

4[2

"]50[3

' - 0

"]91

4 (P

IER)

[3' - 0"]914 (PIER)[1' - 0 1/4"]

310 [11 1/2"]294

[1' - 0 1/4"]310

PREFINISHED STONE CAP.

CONCRETE PIER BELOW PER STRUCTURAL PLAN.

STONE VENEER PER OWNER.LIP OVER PIER WITH FLASHINGPER MANUFACTURER SPEC.

P.T. STUD WALL FRAMING WITH 13mm P.T. PLYWOOD.

12x12 TIMBER COLUMN STAINED.COLOUR PER OWNER.

[1' -

0 1

/4"]

311

[11

1/2"

]29

2[2

"]51[2

' - 1

3/4

"]65

4 (P

IER)

[3' - 0"]914 (PIER)[1' - 0 1/4"]

311 [11 1/2"]292

[1' - 0 1/4"]311

A

DENOTES INTERIOR WALLS TO BE FIRE RATED, REFER TO WALL SCHEDULE

PLAN NOTES

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PRELIMINARY


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


As indicated

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017A. MARELA

160389


J. SLAVISH

FLO

OR

PLAN

A101

Scale: 1 : 1001 MAIN FLOOR PLAN

KITCHEN SPECIALTY EQUIPMENT SCHEDULE

Type Mark Description

EQ1 VERTICAL FREEZEREQ2 COMMERCIAL REFRIGERATOREQ3 COMMERCIAL DISHWASHEREQ4 DOUBLE COMPARTMENT S.S. SINK W/ SIDE BOARDEQ5 HANDWASH SINKEQ6 S.S. SERVICE COUNTER W/ CASTERS & UNDESHELFEQ8 DOUBLE DEEP FRYEREQ9 S.S. SIDE TABLE

EQ10 6 BURNER RANGE W/ UNDER OVENEQ11 GRIDDLE / CHARBROILER COMBOEQ12 S.S. EXHAUST HOOD C/W FIRE SUPPRESSION EXTINGUISHEREQ13 TRIPLE COMPARTMENT S.S. SINK W/ SIDE BOARD

Scale: 1 : 502 DETAIL @ CORNER PIER

Scale: 1 : 503 DETAIL @ PIER AGAINST WALL

ROOM AREA SCHEDULE

Number Name Area

1 Change Rm / Viewing 14 m²2 Storage Rm 16 m²3 Multi Purpose Room 358 m²4 Kitchen 94 m²5 Staff W/R 4 m²6 Back Corridor 23 m²7 Bar 11 m²8 Storage 33 m²9 Meeting Rm 53 m²

10 Air Lock 25 m²11 Corridor 113 m²12 Artifact Display 7 m²13 Shower 0 m²14 B.F. WASHROOM 12 m²15 Janitors 1 m²16 Mens W/R 32 m²17 Ladies W/R 32 m²18 Mechanical Rm 19 m²19 Coat Closet 13 m²20 Universal W/R 12 m²21 IT / Comp. Rm 7 m²

Grand total: 21 877 m²

6

Revision Schedule


1 Client Comments 04/07/17



5 Revised for

Tender/Permit

06/30/17




77

8

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR

ELEV. = 3650T/O PLATE (LOW)


2 5 6 7 9

ELEV. = -203FIN. GRADE


1

ELEV. = 4250T/O PLATE (HIGH)


ELEV. = 2100WINDOWS

ELEV. = 2100WINDOWS

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

[18'

- 2 7

/8"]

5560

[1' -

11

5/8"

]60

0

[5' -

1"]

1550

[6' -

10

5/8"

]21

00[8

"]20

3

8

12

5:1

2

5:1

2

5:1

2

D106 D105D107

W1W1

EL3

EL3

EL4

EL2

EL5 EL5

EL5 EL5

EL3 EL1 EL4

EL3

EL1

CW-7CW-3 CW-3

[10'

- 1 1

/4"]

3080

[10'

- 1 1

/4"]

3080

[22'

- 9"]

6933

[20'

- 2 1

/2"]

6160

CW-6CW-6

EL5

CW-2

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR



25679



1



ELEV. = 2100WINDOWS

ELEV. = 2100WINDOWS

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

[8"]

203

[6' -

10

5/8"

]21

00[5

' - 1

"]15

50[1

' - 1

1 5/

8"]

600

[18'

- 2 7

/8"]

5560

8

12

8

12

5:1

2

5:1

2D103 D102 D101

EL3

EL1

EL3

EL3

EL2

EL2

EL1

EL5EL5EL5EL5

EL1

CW-4 CW-4CW-5

CW-1

[10'

- 1 1

/4"]

3080

[10'

- 1 1

/4"]

3080

[22'

- 9"]

6933

[20'

- 2 1

/2"]

6160

5:1

2

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


1 : 100

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

ELEV

ATIO

NS

A200

Scale: 1 : 1001 SOUTH BUILDING ELEVATION

Scale: 1 : 1002 NORTH BUILDING ELEVATION

ELEVATION KEYNOTES

Number Description

EL1 PREFINISHED HORIZONTAL WOOD SIDING C/W PREFINISHED TRIM ANDASSOCIATED METAL FLASHING - COLOUR PER OWNER

EL2 50mm THICK STONE VENEER GLUED TO SUBSTRATE AND GROUTEDMASONRY JOINTS (SEE ARCHITECTURAL WALL SECTIONS DETAIL) -COLOUR AND STONE PATTERN PER OWNER

EL3 STEEL ROOF (OR 45 YEAR EQUIVALENT SHINGLES) ON PLYWOOD ROOFDECK - COLOUR AND PATTERN PER OWNER

EL4 DECORATIVE HEAVY TIMBEREL5 CURTAIN WALLEL6 PREFINISHED CEDAR SHAKE SIDING C/W PREFINISHED TRIM AND

ASSOCIATED METAL FLASHING - COLOUR PER OWNER

Revision Schedule





5 Revised for

Tender/Permit

06/30/17




6

6

8

8

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR



BGH A





ELEV. = 2100WINDOWS

ELEV. = 2100WINDOWS

C

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

[8"]

203

[6' -

10

5/8"

]21

00[5

' - 1

"]15

50[1

' - 1

1 5/

8"]

600

[18'

- 2 7

/8"]

55608

:12

8:1

2

EL3

EL6

EL4

EL2

EL1EL2EL6

EL3

EL4

EL1

EL2

[20'

- 2 1

/2"]

6160

[10'

- 1 1

/4"]

3080

[10'

- 1 1

/4"]

3080

[22'

- 9"]

6933

DF

5

12

5

125

12

CW-8

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR



B G HA





ELEV. = 2100WINDOWS

ELEV. = 2100WINDOWS

C

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

[8"]

203

[6' -

10

5/8"

]21

00[5

' - 1

"]15

50[1

' - 1

1 5/

8"]

600

[18'

- 2 7

/8"]

5560

8:1

2

8:1

2

5

12

5

12

D104

EL3

EL4

EL2

EL3

EL1

EL1

[20'

- 2 1

/2"]

6160

[10'

- 1 1

/4"]

3080

[10'

- 1 1

/4"]

3080

[11'

- 11

3/4"

]36

50[8

"]20

3[2

2' - 9

"]69

33

D F

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


1 : 100

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

ELEV

ATIO

NS

A201

Scale: 1 : 1001 WEST BUILDING ELEVATION

Scale: 1 : 1002 EAST BUILDING ELEVATION

ELEVATION KEYNOTES

Number Description

EL1 PREFINISHED HORIZONTAL WOOD SIDING C/W PREFINISHED TRIM ANDASSOCIATED METAL FLASHING - COLOUR PER OWNER

EL2 50mm THICK STONE VENEER GLUED TO SUBSTRATE AND GROUTEDMASONRY JOINTS (SEE ARCHITECTURAL WALL SECTIONS DETAIL) -COLOUR AND STONE PATTERN PER OWNER

EL3 STEEL ROOF (OR 45 YEAR EQUIVALENT SHINGLES) ON PLYWOOD ROOFDECK - COLOUR AND PATTERN PER OWNER

EL4 DECORATIVE HEAVY TIMBEREL5 CURTAIN WALLEL6 PREFINISHED CEDAR SHAKE SIDING C/W PREFINISHED TRIM AND

ASSOCIATED METAL FLASHING - COLOUR PER OWNER

Revision Schedule





5 Revised for

Tender/Permit

06/30/17




6

8

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR



25679



1



Storage Rm

2

Change Rm /Viewing

1

Bar

7

Storage

8

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

Multi PurposeRoom

3

8

12

4

12

[1' -

11

5/8"

]60

0

[8"]

203

[11'

- 11

3/4"

]36

50[1

' - 1

1 5/

8"]

600

[18'

- 2 7

/8"]

5560

C3

C2

C3

C2

B3B3

2D2

2D1

B3A

C3

2D1

C3 C3C2 C2

Ladies W/R

17

Mens W/R

16

5:1

2

ELEV. = 0T/O FLOOR

ELEV. = 0T/O FLOOR



BGH A





ELEV. = 2100WINDOWS

ELEV. = 2100WINDOWS

C

Meeting Rm

9

Corridor

11

ELEV. = 9810RIDGE

ELEV. = 9810RIDGE

[8"]

203

[6' -

10

5/8"

]21

00[5

' - 1

"]15

50[1

' - 1

1 5/

8"]

600

[18'

- 2 7

/8"]

55605

12

2D2

2D1

B32D1

DF

Ladies W/R

17

8:1

2

8:1

2

C2

C2

C3

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


1 : 100

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

BUIL

DING

SEC

TIO

NS

A300

Scale: 1 : 1001 BUILDING SECTION A-A

Scale: 1 : 1002 BUILDING SECTION B-B

Revision Schedule





5 Revised for

Tender/Permit

06/30/17




6

6

0"FINISHED FLOOR

TPULL IN CASE

OF FIRE

1.2

m

900m

m -

1100

mm

Controls

• CONTROLS FOR THE OPERATION OF BUILDING SERVICES OR SAFETY DEVICES, INCLUDING ELECTRICAL SWITCHES, THERMOSTATS AND INTERCOM SWITCHES, INTENDED RO BE OPERATED BY THE OCCUPANT AND LOCATED IN A BARRIER-FREE PATH OF TRAVEL SHALL, BE ACCESSIBLE TO A PERSON IN A WHEEL CHAIR USING A SIDE APPROACH ,

• BE OPERABLE USING ONE HAND AND WITH A FORCE OF NOT MORE THAN 22.2N IN THE CASE OF A MANUAL PULL STATION AND USING A CLOSED FIST AND WITH A FORCE OF NOT MORE THAN 22.2N IN THE CASE OF ALL OTHER CONTROLS

• BE MOUNTED 1200 MM ABOVE FINISHED FLOOR IN THE CASE OF THERMOSTATS OR A MANUAL PULL STATION AND NOT LESS THAN 900mm AND NOT MORE THAN 110mm ABOVE THE FINISHED FLOOR IN THE CASE OF ALL OTHER CONTROLS.

• BARRIER FREE PUSH BOTTONS TO HAVE A FACE DIMENSION OF NOT LESS THAN, 150mm IN DIAMETER WHERE THE CONTROL IS CIRCULAR, OR 50mm BY 100mm WHERE THE CONTROL IS RECTANGULAR.

1200

(3'-1

1 1/

4") M

AX.

1000

(39.

5") M

AX.

840

(33"

) MAX

.

735

(29"

) MIN

.

230

(9")

MIN

.

205 (8") MIN.

485 (19") MAX.

150

(6")

(1.25" - 1.5")30 - 40 CL.

(30"

)

750m

m.

FINISHED FLOOR

MOUNTING HEIGHTS FOR B.F SINKMOUNTING HEIGHTS FOR GRAB BARS

WASHROOM ACCESSORIES

B.F MIRROR

FINISHED FLOOR

FINISHED FLOOR

ROBE HOOK

(24"

MIN

)

600

MIN

TPD300 (12") MAX

SIDE WALL GRAB BAR SHALL BE AT LEAST 760mm

IN LENGTH WITH THE LOWER END OF THE BAR

MOUNTED AT 750 A.F.F AND 50mm IN FRONT OF

THE TOILET BOWL. L-SHAPED BARS SHALL HAVE

HORIZONTAL AND VERTICAL LENGTH OF 760mm

AND MOUNTED 150mm IN FRONT OF THE TOILET

BOWL.

(33"

- 36

")

840

- 920

MIN. 600 (24") LONG GRAB BAR BEHIND TOILET

MAX150

(430

- 48

5mm

)

17" -

19"

ONTARIO BUILDING CODE STANDARDS FOR UNIVERSAL WASHROOM

30"

6"

Min

imum

23 5

/8"

12"Max. 29

1/2

" to

35 7

/16"

Abov

e Fi

nishe

d Fl

oor

30"

33 1

/8" t

o 36

1/4

"Ab

ove

Finis

hed

Floo

r 6"

33 1

/16"

To T

op o

f Van

ity

27" A

tPo

int 8

" Fro

mFr

ont E

dge

9"

19 1/8" To Faucet

29"

At F

ront

Edg

e

FRO

NT O

F TO

ILET

GB-1GB-2

TOILET

DISPENSER

LAVATORY:

• CENTRELINE OF SINK TO SIDE WALL IS Minimum 181/2" DISTANCE

• LEVER TYPE FAUCET HANDLES WITHOUT SPRING LOADING OR OPERATE AUTOMATICALLY LOCATED NOT MORE THAN 191/8" FROM THE CENTRELINE OF FAUCET TO THE FRONT OF THE VANITY OR STANDALONE BASIN

• INSULATED HOT WATER PIPE AND WASTE OUTLET With WATER TEMPERATURE LIMITED TO Maximum 43°C

• MIRROR INSTALLED ABOVE THE LAVATORY, AND MOUNTED With BOTTOM EDGE NOT MORE THAN 393/8" ABOVE FINISHED FLOOR.

• DISPENSERS LOCATED WITH DISPENSING HEIGHT NOT MORE THAN 471/4" ABOVE FINISHED FLOOR AND LOCATED NOT MORE THAN 24" Horizontally FROM LAVATORY EDGE.

• HAVE A Minimum 54" DEEP FLOOR SPACE TO ALLOW FOR FORWARD APPROACH OF WHICH 193/4" CAN BE LOCATED UNDER LAVATORY.

WATER CLOSET:

• LOCATED SO CENTRELINE OF THE WATER CLOSET IS NOT LESS THAN 181/8" AND NOT MORE THAN 187/8" FOR ONE SIDE WALL

• A CLEAR TRANSFER SPACE AT LEAST 351/2" WIDE AND 591/8" DEEP ON THE OTHER SIDE OF WATER CLOSET

• SEAT LOCATED NOT LESS THAN 17" AND NOT MORE THAN 191/8" ABOVE FINISHED FLOOR.

• BE EQUIPPED WITH HAND OPERATED FLUSHING CONTROLS, EASILY ACCESSIBLE TO WHEELCHAIR USER, AND OPERABLE USING A CLOSED FIST

• TOILET PAPER DISPENSER TO BE LOCATED BELOW THE GRAB BAR, IN LINE WITH OR NOT MORE THAN 12" IN FRONT OF THE SEAT AND NOT LESS THAN 235/8" ABOVE FINISHED FLOOR

GRAB BAR LEGEND:

GB-1 L-SHAPED WITH 30" Long HORIZONTAL AND VERTICAL COMPONENTS MOUNTED WITH THE HORIZONTAL COMPONENT 291/2" ABOVE THE FINISHED FLOOR AND THE VERTICAL COMPONENT 6" IN FRONT OF THE WATER CLOSET.GB-2 24" LONG MOUNTED HORIZONTALLY ON THE WALL BEHIND THE TOILET (No Water Tank) FROM 331/8" to 361/4" ABOVE THE FINISHED FLOOR OR MOUNTED 150mm ABOVE TOILET (With Water Tank).

TYPICAL GRAB BAR REQUIREMENTS:• DIAMETER NOT LESS THAN 13/16" AND NOT MORE

19/16" HAVE A CLEARANCE OF 2" FROM THE WALL• HAVE A SLIP RESISTANT SURFACE• REINFORCEMENT / BLOCKING OF WALL REQUIRED AT

ALL LOCATIONS WHERE GRAB BARS TO BE INSTALLED

ACCESSORIES:

• EQUIPPED WITH A COAT HOOK MOUNTED NOT MORE THAN 431/4" ABOVE FINISHED FLOOR ON SIDE WALL AND PROJECTING NOT MORE THAN 2" FROM THE WALL

• EQUIPPED WITH A SHELF MOUNTED NOT MORE THAN 431/4" ABOVE FINISHED FLOOR AND PROJECTED NOT MORE THAN 4" FROM THE WALL

EMERGENCY CALL SYSTEM:

• CONSISTS OF AUDIBLE AND VISUAL SIGNALS INSIDE AND OUTSIDE OF THE WASHROOM ACTIVATED BY CONTROL DEVICE INSIDE THE WASHROOM.

• EMERGENCY SIGN CONTAINS THE WORDS "IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE" IN LETTERS AT LEAST 1" HIGH WITH A 3/16" STROKE POSTED ABOVE THE EMERGENCY BUTTON.

CONTROLS :

• HAVE LIGHTING CONTROLLED BY MOTION SENSOR• CONTROLS FOR THE OPERATION OF BUILDING SERVICES

OR SAFETY DEVICES SHALL BE OPERABLE BY ONE HAND AND LOCATED WITHIN 351/2" TO 431/4" ABOVE FINISHED FLOOR

750

mm

600 mm

TO 480 mm

460 mm

TOILER PAPER

DISPENSER

TO 410 mm

390 mm

750

mm

150

mm

OPTIONAL FOLD DOWN GRAB BAR

610mm MAX.

460mm MINIMUM

TOWEL DISPENSER

SOAP DISPENSER

MIRROR

900mm x 1500mm TRANSFER SPACE

1370 mm DEEP LAVATORY FORWARD APPROACH760mm x 1500mm

CLEAR SPACE

810mm x 1830mm ADULT-SIZE CHANGE

TABLE SPACE

BARRIER FREE DOOR OPERATOR

D001

CLEAR WIDTH

860 mm MINIMUM

COAT HOOK

UNIVERSAL WASHROOM

- TO BE SERVED BY A BARRIER FREE PATH OF TRAVEL- NO INTERNAL DIMENSION BETWEEN WALLS LESSS THAN 1700 mm- BE DESIGNED TO PERMIT A WHEEL CHAIR TO TURN IN AN OPEN SPACE NOT LESS THAN 1700mm IN DIAMETER- LIGHTING CONTROLLED BY A MOTION SENSOR

DOOR: - 860mm MINIMUM CLEAR WIDTH WHEN IN THE OPEN POSITION- CAPABLE OF BEING LOCKED FROM INSIDE AND RELEASE FROM THE OUTSIDE- DOOR PULL ON BOTH SIDES, NEAR LATCH SIDE, LOCATED 900-1100mm A.F.F.- SPRING TYPE OR GRAVITY HINGE- BE PROVIDED WITH A POWER DOOR OPERATOR IF THE DOOR IS EQUIPPED WITH A SELF-CLOSSING DEVICE

LAVATORY:- DISTANCE BETWEEN CENTER LINE OF LAVATORY AND SIDE WALL IS NOT LESS THAN 460mm- BE MOUNTED SO TOP OF LAVATORY IS NOT MORE THAN 840mm A.F.F.- HAVE CLEARANCE BENEATH LAVATORY NOT LESS THAN;

- 920mm WIDE- 735mm HIGH AT FRONT EDGE- 685mm HIGH AT A POINT 250mm BACK FROM

FRONT EDGE TO THE WALL- 350mm HIGH AT A POINT 300mm BACK FROM

FRONT EDGE OF THE WALL- HAVE INSULATED PIPES WHERE A BURN HAZARD IS PRESENT OR HAVE WATER SUPPLY TEMPERATURE LIMITED TO MAXIMUM OF 43°C- FAUCETS TO BE LEVER TYPE HANDLES WITHOUT SPRING LOADING OR OPERATE AUTOMATICALLY.- HAVE A MINIMUM 1370mm DEEP FLOOR SPACE TO ALLOW FORWARD APPROACH OF WHICH 500mm CAN BE LOCATED BENEATH LAVATORY

ACCESSORIES:WALL MOUNTED COAT HOOK

- NOT MORE THAN 1200mm A.F.F. - NOT MORE THAN 50mm PROJECTION FROM

THE WALLWALL MOUNTED SHELF

- LOCATED NOT MORE THAN 1100mm A.F.F. - PROJECTS NOT MORE THAN 100mm FROM THE

WALLWALL MOUNTED MIRROR

- INSTALLED ABOVE LAVATORY- MOUNTED WITH ITS BOTTOM NOT MORE THAN

1000mm A.F.F., OR- INCLINED TO THE VERTICAL TO BE USABLE BY

A PERSON IN A WHEEL CHAIRWALL MOUNTED TOILET PAPER DISPENSER LOCATED BELOW THE GRAB BAR

- IN LINE WITH OR NOT MORE THAN 300mm IN FRONT OF TOILET SEAT

- NOT LESS THAN 600mm A.F.F.DISPENSING OR HAND OPERATED WASHROOM ACCESSORIES

- DISPENSING HEIGHTS OF 900mm - 1200mm A.F.F.

- MINIMUM 1370mm DEEP FLOOR SPACE PROVIDED INFRONT OF CONTROLS

WATER CLOSET:- SEAT LOCATED BETWEEN 430mm AND 485mm A.F.F.- HAND OPERATED FLUSHING CONTROLS OR BE AUTOMATICALLY OPERABLE- HAND OPERATED FLUSHING CONTROLS SHALL BE OPERABLE USING A CLOSED FIST AND WITH A FORCE OF NOT MORE THAN 22.2 N- BACK SUPPORT WHERE THERE IS NO SEAT LID OR TANK- NO SPRING-ACTIVATED SEAT- LOCATED SO THE CENTERLINE OF THE WATER CLOSET IS BETWEEN 460mm AND 480mm FROM ONE SIDE WALL- 900mm WIDE x 1500mm DEEP CLEAR TRANSFER SPACE ON THE NON WALL SIDE

SOAP DISPENSER:- LOCATED TO BE ACCESSIBLE TO PERSONS IN WHEEL CHAIRS- DISPENSING HEIGHT IS NOT MORE THAN 1200mm A.F.F.- LOCATED NOT MORE THAN 610mm, MEASURED HORIZONTALLY FROM THE EDGE OF LAVATORY- OPERABLE WITH ONE HAND

TOWEL DISPENSER/ HAND DRYER:- LOCATED TO BE ACCESSIBLE TO PERSONS IN WHEEL CHAIRS- DISPENSING HEIGHT IS NOT MORE THAN 1200mm A.F.F.- LOCATED NOT MORE THAN 610mm, MEASURED HORIZONTALLY FROM THE EDGE OF LAVATORY- OPERABLE WITH ONE HAND

EMERGENCY CALL SYSTEM:- CONSISTS OF AUDIBLE AND VISUAL SIGNALS INSIDE AND OUTSIDE OF THE WASHROOM ACTIVATED BY CONTROL DEVICE INSIDE THE WASHROOM.- EMERGENCY SIGN CONTAINS THE WORDS "IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE" IN LETTERS AT LEAST 25mm HIGH WITH A 5mm STROKE POSTED ABOVE THE EMERGENCY BUTTON.

GRAB BARS:ALL GRAB BARS TO BE;- INSTALLED TO RESIST A LOAD OF AT LEAST 1.3kN APPLIED VERTICALLY AND HORIZONTALLY- NOT LESS THAN 35mm AND NOT MORE THAN 40mm IN DIAMETER- A SLIP RESISTANT SURFACE

L-SHAPE GRAB BARS:- CONTINUOUS L-SHAPE WITH 750mm LONG HORIZONTAL COMPONENT AND VERTICAL COMPONENT- BE WALL MOUNTED WITH THE HORIZONTAL COMPONENT 750mm A.F.F., VERTICAL COMPONENT 150mm IN FRONT OF WATER CLOSET

BEHIND TOILET GRAB BARS:- BE ATLEAST 600mm IN LENGTH- BE WALL MOUNTED HORIZONTALLY FROM 840mm TO 920mm A.F.F.- BE MOUNTED 150mm ABOVE THE WATER CLOSET TANK

FOLD DOWN GRAB BARS:- PROVIDED ON OPOSITE SIDE OF WALL MOUNTED GRAB BARS- MOUNTED ON THE WALL BEHIND THE WATER CLOSET- HORIZONTAL COMPONENT TO BE 750mm A.F.F.- LOCATED BETWEEN 390mm AND 410mm FROM THE CENTER LINE OF THE WATER CLOSET- REQUIRE A FORCE OF NOT MORE THAN 22.2N TO PULL DOWN- BE ATLEAST 750mm IN LENGTH- IS PERMITTED TO ENCROACH INTO CLEAR TURNING SPACE AND CLEAR TRANSFER SPACE

NOTES:

1. SIGN TO BE MOUNTED WITH THE HORIZONTAL CENTERLINE 1500+/-25mm FROM THE FLOOR.

2. LEADING VERTICAL EDGE 150+/- 10mm FROM THE DOOR JAMB.

3. CLEAR WALL AREA AROUND THE SIGN AT LEAST 75mm WIDE.

4. ALLOW APPROACH TO THE SIGN WITHIN 100mm WITHOUT ENCOUNTERING PROTRUDING OBJEXTS INCLUDING A DOOR SWING.

5. LETTERS TO BE RAISED 0.8 TO 1.5mm ABOVE SURFACE.

6. FONT TO BE 16 TO 50mm TALL.7. SIGN TO BE LETTERED WITH GRADE 1 BRAILLE

NEAR THE BOTTOM EDGE OF THE SIGN.8. PICTOGRAMS AND SYMBOLS PLACED ON A SIGN

OF AT LEAST 150mm IN HEIGHT.

1500mm MINIMUM

920mm MINIMUM

SLOPE SURFACE

(MAX SLOPE

1:10)

DETECTABLE HAZARD INDICATOR (150mm - 200mm FROM CURB EDGE)

RETURN CURB

FLARE SIDE

(MAX SLOPE

1:10)

FLARE SIDE

(MAX SLOPE 1:10)

SLOPE SURFACE

(MAX SLOPE

1:10)

DETECTABLE HAZARD INDICATOR (150mm - 200mm FROM CURB EDGE)

1500mm MINIMUM

920mm MINIMUM

NOTE - RAMPS AND STAIRS:

1. PROVIDE TACTILE STRIP WITH COLOUR CONTRAST AT THE TOP

AND BOTTOM OF BARRIER FREE RAMPS IN ACCORDANCE

WITH OBC 3.4.6.1.

2. STAIRS ARE TO BE MARKED WITH NOSINGS WITH DISTINCTIVE

PATTERN AND CONTRASTING NOSINGS VISIBLE FROM BOTH

DIRECTIONS AND LEADING EDGE OF LANDINGS PER OBC

3.4.6.1.

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


As indicated

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

TYPI

CAL

DETA

ILS

A600

Scale: 1 : 101 DETAIL - B/F DEVICES & OPERATORSScale: 1 : 502 DETAIL - BARRIER FREE WASHROOM

Scale: 1 : 23 DETAIL - UNIVERSAL WASHROOM DETAIL

Scale: 1 : 244 UNIVERSAL WASHROOM PLANScale: 1 : 505 TACTILE SIGNAGE

Scale: 1 : 646 TACTILE WARNING SURFACING

Revision Schedule



5 Revised for

Tender/Permit

06/30/17




PANEL HOLDDOWN CLIP

BEND TABSOUTWARD ATSQUARE HOLESTYP.

2-WAY LEPCO CLIP;BEND TABS TOWARDS

SQUARE HOLE TYP. CROSSTEE

MAIN TEE SPLICE;BEND TABS TOWARDS

BUTT JOINT TYP.

MAINTEE

CA SPLICECLIP

TC2 CLIP WITHFIELD FASTENER

TC2PANEL HOLDDOWN CLIP

CA-2 PERIMETERTYP.

2

2

B B

G G

5

5

6

6

7

7

9

9

H H

A A

1

1

C C

3400 ELEV.

3300 ELEV.

3600 ELEV.

4200 ELEV.

3000 ELEV.

3000 ELEV.

3000 ELEV.

4:12

Corridor

11

Mens W/R

16

Universal W/R

20

Meeting Rm

9

B.F.WASHROOM

14

Change Rm /Viewing

1

Storage Rm

2

Multi PurposeRoom

3Kitchen

4

Back Corridor

6

Storage

8

Bar

7

Coat Closet

19

IT / Comp. Rm

21

Mechanical Rm

18

Air Lock

10

Staff W/R

5

C2 C2

C3

C3

C3

C2

C3

C1C3

C2

C3

C4

C1C3

C3

C3

C3

C3

C3

3400 ELEV.

3600 ELEV.

3400 ELEV.

3600 ELEV.

C3

4:12

6249 ELEV.

CATHEDRAL CEILING

FLAT CEILING

FOLDING PARTITION WALL

3000 ELEV.

c/w FRP CEILING TILES

RAISED CEILING

D D

F F

Artifact Display

12

?

?

Ladies W/R

17

C1

3400 ELEV.

C3

3400 ELEV.

4000 ELEV.

C1 3600 ELEV.

3641 ELEV.

3400 ELEV.

3000 ELEV.

3000 ELEV.

3000 ELEV.

C2

600mm O.C.

MAX.

SPACING

5/8" OR 1/2" PAINTED

GYPSUM BOARD AS

PER CEILING TYPE.

(REGULAR OR FIRE

RATED)

METAL

FURRING

CHANNEL CLIP

HANGER

SPACED AT

1200mm O/C

MAX.

67mm CHANNEL

SPACED @ 1200

O/C MAX.

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


As indicated

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

REFL

ECTE

D CE

ILIN

G P

LAN

A700Scale: 1 : 1001 MAIN FLOOR - REFLECTED CEILING PLAN

CEILING FINISH TYPE SCHEDULE

KeyName Type Description

C1 16mm TYPE X GYPSUMWALL BOARD

16mm PAINTED AND TAPED TYPE X GYPSUM BOARDSECURED TO STRAPING SPACED @ 400mm O.C. MAX.SECURED TO BOTTOM CHORD OF ROOF TRUSSES.

C2 16mm TYPE x GYPSUMWALL BOARDSUSPENDED

16mm PAINTED AND TAPED TYPE X GYPSUM BOARDSECURED TO FRAMED BULKHEAD

C3 600x600 ACT SYSTEM 600x600 T-BAR CEILING GRID SYSTEM. TYPE ANDPATTERNS PER OWNER

C4 ALUMINUM SOFFIT PREFINISHED ALUMINUM SOFFIT ATTACHED TOBOTTOM OF ROOF TRUSSES

N.T.S.2 T-BAR CEILING GRID DETAIL

N.T.S.3 SUSPENDED GYP BRD CLG W/ MTL FURRING CHANNEL

Revision Schedule



5 Revised for

Tender/Permit

06/30/17




6

ELEV. = 0T/O FLOOR

Q

B

D

S

F

Q

B

D

F

ELEV. = 0T/O FLOOR

A

O

K

D

I

J

L

P

O

A

G

H

P

ELEV. = 0T/O FLOOR

A

O

P

D

TI

J

ELEV. = 0T/O FLOOR

A

D

OE

P

ELEV. = 0T/O FLOOR

EQ3

EQ6

D120 D119

[4' - 6 3/8"]1381

[10' - 6 3/8"]3210

[4' - 6 3/8"]1381

[3' -

2 1

/2"]

978

ELEV. = 0T/O FLOOR

EQ1EQ2

EQ13 EQ13

EQ3

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


1 : 50

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

INTE

RIO

R EL

EVAT

IONS

A800

Scale: 1 : 505 ROOM 16 - 1Scale: 1 : 506 ROOM 16 - 2

Scale: 1 : 507 ROOM 17 - 2Scale: 1 : 508 ROOM 17 -1


Scale: 1 : 5011 ROOM 20 - 3

Scale: 1 : 5012 ROOM 14 - 1




WASHROOM ACCESSORY SCHEDULE

Number Description

A 458x762 FIXED ANGLE WALL MIRRORB 3 STATION SOLID SURFACE ACRYLIC VANITYD SOAP DISPENSERE WALL MOUNTED HAND DRYERF PHENOLIC CEILING MOUNTED TOILET COMPARTMENT PARTITION -

PROVIDE CEILING BLOCKING AS REQUIREDG WALL MOUNTED STAINLESS STEEL SHELFH 600mm LONG STAINLESS STEEL GRAB BARI 900mm LONG STAINLESS STEEL VERTICAL GRAB BARJ 900mm LONG STAINLESS STEEL HORIZONTAL GRAB BARK WALL MOUNTED ADULT CHANGE TABLEL DOUBLE ROLL TOILET TISSUE HOLDERO WALL MOUNTED SINKP TOILETQ WALL MOUNTED MIRRORS WALL MOUNTED URINALT 900x1500 SHOWER c/w 900mm DEEP x 1500 WIDE APPROACH

INFRONT OF SHOWER

KITCHEN SPECIALTY EQUIPMENT SCHEDULE

Type Mark Description

EQ1 VERTICAL FREEZEREQ2 COMMERCIAL REFRIGERATOREQ3 COMMERCIAL DISHWASHEREQ4 DOUBLE COMPARTMENT S.S. SINK W/ SIDE BOARDEQ5 HANDWASH SINKEQ6 S.S. SERVICE COUNTER W/ CASTERS & UNDESHELFEQ8 DOUBLE DEEP FRYEREQ9 S.S. SIDE TABLE

EQ10 6 BURNER RANGE W/ UNDER OVENEQ11 GRIDDLE / CHARBROILER COMBOEQ12 S.S. EXHAUST HOOD C/W FIRE SUPPRESSION EXTINGUISHEREQ13 TRIPLE COMPARTMENT S.S. SINK W/ SIDE BOARD

Revision Schedule



5 Revised for

Tender/Permit

06/30/17




6

6

6

6

[3' - 7 7/8"]1116

[3' - 7 7/8"]1116

[3' - 7 7/8"]1116

[2' - 8"]812

[13' - 7 3/4"]4161

[3' -

6"]

1066

[7' -

2"]

2184

[10'

- 8"]

3250

[7' - 8 7/8"]2358

[2' - 7"]786

[2' - 7"]786

[2' - 7"]786

[5' -

2 3

/4"]

1594

[6' - 10 5/8"]2100

[3' - 5 3/8"]1050

[3' - 5 3/8"]1050

[8' -

2 7

/8"]

2510

[4' -

8"]

1422

[3' -

6 7

/8"]

1088

[3' - 5 3/8"]1050

[3' - 5 3/8"]1050

[6' - 10 5/8"]2100

[7' -

4"]

2234

[4' -

8"]

1422

[2' -

8"]

812

[2' - 8 1/2"]825

[3' - 7 7/8"]1116

[3' - 7 7/8"]1116

[3' - 7 7/8"]1116

[13' - 8 1/4"]4173

[7' -

2"]

2184

[3' -

6"]

1066

[10'

- 8"]

3250

[11' - 1 5/8"]3393

[2' - 9 3/8"]848

[2' - 9 3/8"]848

[2' - 9 3/8"]848

[2' - 9 3/8"]848

[4' -

8"]

1422

[2' -

8"]

812

[7' -

4"]

2234

[7' - 0"]2134

[7' -

6"]

2286

[5' -

2"]

1575

2D1

D2

B3

[1/2"]13 [3 1/2"]

89

[1/2"]13

[5/8"]16 [5 1/2"]

140

[5/8"]16

[5/8"]16

[5 1/2"]140

[1/2"]13

[1"]25

[3/4"]19

[3/4"]19

[5/8"]16[5 1/2"]

140 [1/2"]13

[1"]25

[2"]51

1/2" GYPSUM BOARD2x4 STUDS @ 16" O.C.1/2" GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD2x6 STUDS @ 16" O.C.5/8" TYPE 'X' GYPSUM BOARD

INTERIOR

• 5/8" TYPE 'X' GYPSUM BOARD• 6 MIL POLY VAPOUR BARRIER• 2x6 STUDS @ 16" O.C.• 1/2" PLYWOOD SHEATHING• 1" RIGID INSULATION• AIR BARRIER• 1x3 STRAPPING• PREFINISHED EXTERIOR

HORIZONTAL SIDING (TO BE SELECTED BY OWNER) c/w DRIP EDGE @ WALL BASE AND AROUND WINDOW HEADS

EXTERIOR

INTERIOR

• 5/8" TYPE 'X' GYPSUM BOARD• 6 MIL POLY VAPOUR BARRIER• 2x6 STUDS @ 16" O.C.• 1/2" PLYWOOD SHEATHING• 1" RIGID INSULATION• AIR BARRIER• 2" STONE VENEER c/w SILL

STONE (WHERE REQUIRED)

EXTERIOR

DESIGNATION SECTION VIEW ASSEMBLY

2D2

USAGE

INTERIOR PARTITION

INTERIOR LOADBEARING

PARTITION

EXTERIOR WALL(SIDING)

FIRE RATING

0.75 HR FRR (REQUIRED FOR LOADBEARING STRUCTURAL MEMBERS)1.0 HR FRR PROVIDED(SIMILAR TO 'EW1a' OF SB-3 2012 OBC)

D3 5/8" TYPE 'X' GYPSUM BOARD1/2" PLYWOOD SHEATHING2x6 STUDS @ 16" O.C.1/2" PLYWOOD SHEATHING5/8" TYPE 'X' GYPSUM BOARD

[5/8"]16 [1/2"]

13

[5 1/2"]140

[1/2"]13

[5/8"]16

0.75 HR FRR (REQUIRED FOR LOADBEARING STRUCTURAL MEMBERS)1.0 HR FRR PROVIDED(SIMILAR TO 'EW1a' OF SB-3 2012 OBC)

0.75 HR FRR (REQUIRED FOR LOADBEARING STRUCTURAL MEMBERS)1.0 HR FRR PROVIDED(SIMILAR TO 'W1d' OF SB-3 2012 OBC)

0.75 HR FRR (REQUIRED FOR LOADBEARING STRUCTURAL MEMBERS)1.0 HR FRR PROVIDED(SIMILAR TO 'W1d' OF SB-3 2012 OBC)

0 HR FRR REQUIRED0 HR FRR PROVIDED

INTERIOR LOADBEARING

PARTITION

EXTERIOR WALL(STONE VENEER)

INT EXT

INT EXT

INT INT

INT INT

INT INT

B3A

[1/2"]13 [3 1/2"]

89

[1/2"]13

5/8" TYPE 'X' GYPSUM BOARD2x4 STUDS @ 16" O.C.5/8" TYPE 'X' GYPSUM BOARD

INTERIOR PARTITION

1.0 HR FRR PROVIDED (AROUND MECHANICAL, STORAGE AND JANITOR ROOMS(SIMILAR TO 'W1d' OF SB-3 2012 OBC)INT INT

FLOOR LEVEL

A

152152

152

152

152 152

152

152 152

203

711

223

FG

FG

B C D

1138

1118

FG FG

152

152 152

203

FG

LEGEND:

FG = FIXED GLASS

L = LOUVRES

GWG = GEORGIAN WIRE GLASS

F

G H

152

152 152

FG

152

FG

152

152 152

203

711

203

E

152

152 152

203

711

203

K

203

711

L

L

M

51

FG

152

152 152

203

N

FG FG

I

152

FG

152

FG

J

152152

VA

RIES

VA

RIES

VA

RIES

VA

RIES

VA

RIES

AWIRE MASONRY WIRE MASONRY BPREPARED

MASONRY

(WELDED-ON)

C

(WELDED-ON) E (WELDED-ON) FCLOSED

CHANNEL STEEL

STUD

G

WOOD STUD J WOOD STUD K CLOSED

CHANNEL STEEL

STUD

L

ADJUSTABLE

DRYWALL PRESSURE

ANCHOR (WELDED-ON)P Q

MTEE MASONRY ANCHOR

TWIST-IN PO ANCHOR H

SNAP-IN PO ANCHOR

(REQUIRES 3/4" HOLE

IN SOFFIT)

D

3/8" 20 FHMS AND

3/8" EXPANSION SHIELD

WIRE STUD N WIRED STUD O

R

-BENT 3/16" [5mm]

EPOXY PAINTED STL.

PLATE.

-WIDTH TO SUITE

MASONRY OPENING.

VA

RIES

[3' - 2 3/8"]975

[3' - 2 3/8"]975

[3' - 2 3/8"]975

[3' - 2 3/8"]975

[12' - 9 1/2"]3900

[2' -

8"]

812

[4' -

8"]

1422

[7' -

4"]

2234

[13' - 9 3/8"]4201

[3' - 2 3/4"]985

[3' - 7 7/8"]1116

[3' - 7 7/8"]1116

[3' - 2 3/4"]985

[3' -

6"]

1066

[7' -

2"]

2184

[10'

- 8"]

3250

Project No:

Project:

Dwg Title:

Address:

Drawn By:

Chkd By: Scale:

Date:






Drawing No.:



Seal:

Revision:

Project Status:

PERMIT


Tel: (416) 237-0816

(800) 592-0574

Fax: (416) 214-5500


[email protected]


Orillia, ON

L3V 1V7


As indicated

8

\\ST

EE

NH

OF

-NA

S\U

sers

\Aug

ust\D

ocum

ents

\160

389_

V4_

ICI_

Aug

ust.r

vt


JULY 2017K. LANKIN

160389


J. SLAVISH

SCHE

DULE

S

A900

Door Schedule

Door Mark Elevation TypeDoor Size Door

Fire Rating Hardware TypeFrame

CommentsWidth Height Thickness Material Finish Frame Type Frame Material Frame Finish

T/O FLOORD100 J 4000 2134 51 STL PT - 4 P STL PT AUTOMATIC SLIDING DOOR, BREAK OPEND101 B 1050 2100 45 STL PT - 3 K STL PT C/W WEATHERSTRIP & THRESHOLDD102 B 1200 2100 45 STL PT - 5 K STL PT C/W WEATHERSTRIP & THRESHOLDD103 B 1200 2100 45 STL PT - 5 K STL PT C/W WEATHERSTRIP & THRESHOLDD104 J 1830 2134 45 STL PT - 5 K STL PT C/W WEATHERSTRIP & THRESHOLDD105 K 2400 2100 45 STL PT - 5 K STL PT C/W WEATHERSTRIP & THRESHOLDD106 K 2400 2100 45 STL PT - 5 K STL PT C/W WEATHERSTRIP & THRESHOLDD107 J 2438 2134 45 STL PT - 6 K STL PT C/W WEATHERSTRIP & THRESHOLDD108 B 915 2134 45 SC WD BIRCH VENEER - 7 J STL PTD109 B 915 2134 45 SC WD BIRCH VENEER - 7 J STL PTD110 A 965 2134 45 SC WD BIRCH VENEER 45MIN 8 J STL PTD111 A 965 2134 45 SC WD BIRCH VENEER - 8 J STL PTD113 A 915 2134 45 STL PT 45MIN 9 J STL PT C/W WEATHERSTRIP & THRESHOLDD114 J 2438 2134 45 SC WD BIRCH VENEER 45MIN 9 J STL PTD115 A 915 2134 45 SC WD BIRCH VENEER 45MIN 9 J STL PTD116 K 1830 2134 45 SC WD BIRCH VENEER 45MIN 3 J STL PTD117 K 1830 2134 45 SC WD BIRCH VENEER 45MIN 3 J STL PTD118 J 1830 2134 45 SC WD BIRCH VENEER 45MIN 10 J STL PTD119 A 915 2134 45 SC WD BIRCH VENEER 45MIN 11 J STL PTD120 A 915 2134 45 SC WD BIRCH VENEER 45MIN 11 J STL PTD121 A 915 2134 45 SC WD BIRCH VENEER 45MIN 7 J STL PTD122 A 915 2134 45 SC WD BIRCH VENEER 45MIN 7 J STL PTD123 J 2438 2134 45 SC WD BIRCH VENEER 45MIN 7 J STL PTD124 A 915 2134 45 SC WD BIRCH VENEER 45MIN 12 J STL PTD125 A 915 2134 45 SC WD BIRCH VENEER 45MIN 9 J STL PTD126 I 1066 2159 45 ALUMN CLR ANOD. - 3 CURTAIN ALUMIN CLR ANOD. C/W WEATHERSTRIP & THRESHOLDD127 I 1066 2159 45 ALUMN CLR ANOD. - 3 CURTAIN ALUMIN CLR ANOD. C/W WEATHERSTRIP & THRESHOLD

Total Doors: 27

Hardware Group Schedule

Hardware Group TYPE Hinge Set B/F Hardware B/F Elec Opener Push / Pull Panic Hardware Lock Closer Stop Door Sweep Finish Hardware Comments

1 Keyed Entry 3 Butt Yes No No No Yes Yes No Yes Brushed Nickel Grand Master to Municipal Key,2 Coiling Shutter 3 Butt No No No Yes No No No Painted Coiling Door Assembly c/w Hardware, Tracks, Locks, Manual Operators, Etc., Fusible link, interlock to Fire Alarm3 Principal Entrance 3 Butt Yes Yes Yes Yes Yes Yes Yes Yes Lever - 26d Brushed Nickel c/w Dead Bolt - Lockable Inside - Key Lock Outside, Grand Master to Municipal Key4 Entrance Vestibule Sliding Yes Yes Yes No No Yes Yes Yes Brushed Nickel c/w door sweep5 Keyed Entry Panic 3 Butt Yes No Yes Yes Yes Yes No Yes Brushed Nickel Grand Master to Municipal Key,6 Service Door 3 Butt No No Yes No Yes Yes No Yes Brushed Nickel c/w Keyed dead bolt Grand Master to Municipal Key, Flushbolt7 Classroom / Office 3 Butt Yes No No No Yes Yes Yes No Brushed Nickel c/w Keyed lock, Grand Master to Municipal Key8 Universal W/R 3 Butt Yes Yes No No Yes Yes Yes No Brushed Nickel Washroom Lock Mechanism9 Service Closet 3 Butt Yes No No No Yes Yes Yes No Brushed Nickel Grand Master to Municipal Key,

10 Hall Doors 3 Butt Yes No Yes Yes Yes Yes Yes No Brushed Nickel Thumblatch, none Keyed11 Kitchen / Hall 3 Butt Yes No Yes No Yes Yes No No Brushed Nickel Thumblatch, none Keyed12 Washrm 3 Butt Yes No No No Yes Yes Yes No Brushed Nickel Washroom Lock Mechanism

Grand total: 12

Scale: 1 : 507 CW-7Scale: 1 : 503 CW-3

Scale: 1 : 504 CW-4Scale: 1 : 505 CW-5

Scale: 1 : 501 CW-1Scale: 1 : 508 CW-8

Scale: 1 : 509 W-1

NOTE:FOR ALL CURTAIN WALL GLAZING ASSEMBLIES:FRAMES - CLEAR ANODIZED ALUMINUMGLAZING - DOUBLE PANE, ARGON FILLED

N.T.S.10 DOOR ELEVATION TYPESN.T.S.11 FRAME TYPE LEGEND

ROOM FINISH SCHEDULE

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

1 Change Rm / Viewing Rubber Skate Mats 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD2 Storage Rm3 Multi Purpose Room Sealed Polished Concrete 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD4 Kitchen Sheet Goods Integral Cove PT. GYP. BD. + FRP FRP T-Bar5 Staff W/R Quarry Tile Tile PG + Tile PT. GYP. BD6 Back Corridor Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. + FRP FRP T-Bar7 Bar Quarry Tile Tile PT. GYP. BD. + FRP FRP T-Bar8 Storage Quarry Tile Tile PT. GYP. BD. + FRP T-Bar9 Meeting Rm Carpet Tile 6" Vinyl Cove Base PT. GYP. BD. T-Bar

10 Air Lock Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. T-Bar11 Corridor Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. T-Bar12 Artifact Display Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD14 B.F. WASHROOM Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD15 Janitors Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD16 Mens W/R Quarry Tile Tile PG + Tile PT. GYP. BD17 Ladies W/R Quarry Tile Tile PG + Tile PT. GYP. BD18 Mechanical Rm Sealed Polished Concrete 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD19 Coat Closet Quarry Tile 6" Vinyl Cove Base PT. GYP. BD. T-Bar20 Universal W/R Rubber Skate Mats 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD21 IT / Comp. Rm Sealed Polished Concrete 6" Vinyl Cove Base PT. GYP. BD. PT. GYP. BD

Revision Schedule



5 Revised for

Tender/Permit

06/30/17




Scale: 1 : 506 CW-6Scale: 1 : 502 CW-2

8

6

8

sim a101 carling community hall€¦ · a101 architectural floor plan 2017-06-30 j. slavish april...

Documents