3 T-19-16 - M.J. Dixon Construction Limited – Mississauga, Ontario … · 2020. 1. 29. · September 05, 2019 THE REGIONAL MUNICIPALITY OF YORK ADDENDA # 3 T-19-16 FOR: Construction

September 05, 2019

THE REGIONAL MUNICIPALITY OF YORK ADDENDA # 3

T-19-16 FOR: Construction of Paramedic Response Station No. 29 at 107 Glen Cameron Road in the

City of Markham CLOSING: September 13, 2019 at 1:00:00 P.M. (Eastern Time) Bidders are requested to incorporate the changes/clarifications noted below to the above noted bid documents in your possession and be governed accordingly.

1. Please refer to the following attached documents for responses to bidder’s questions and further changes to the Contract Documents:

Architectural Addendum, attaching: o Architectural Drawings o Door Hardware Schedule

M/E Addendum, attaching o M/E Drawings o Replacement Specification Section 26 30 00 o Replacement Specification Section 26 30 10

Each Bidder shall acknowledge receipt of all addenda to this RFT prior to submitting their Bid. Bids that do not contain evidence of receipt of all addenda will be deemed to be “incomplete” and will not be accepted in the Bidding Website. This addendum shall remain attached to and form part of the Contract Documents. Yours truly,

Sabrina D’Angelo Senior Purchasing Analyst Procurement Office

THOMASBROWNARCHITECTS 197 SPADINA AVENUE I TORONTO ONTARIO I M5T 2C8

ARCHITECTURAL ADDENDUM 01 Contract No. T-1916

York Region Paramedic Response Station #29 107 Glen Cameron Road, Markham

The following are responses to questions submitted by bidders:

Q1 When is the projected date of award? A It is anticipated that the contract will be awarded in late September – beginning of

October 2019.

Q2 Section 07 81 00 – Sprayed Fire-Resistive Material is included in the specification, please provide location of application on drawings.

A Refer to A0.1 OBC Chart and A0.3 Fire, Exit and AODA Plan for scope of work.

Q3 Section 07 13 26 – Sheet Waterproofing is included in the specification, please provide location of application on drawings

A Refer to Section 07 13 26 for applicable locations.

Q4 Cash Allowance CA-2 – Supply & install of exterior digital signage: Is there a scope of work for GC in this item?

A Refer to Section 01 21 00 Allowances for scope of work by the Contractor. Review detail 3/A1.4 for scope of work completed by Digital Sign Provider. The Contractor shall provide all power / data requirements as outlined in Architectural and Electrical Drawings.

Q5 Cash Allowance CA-3 – Supply & install of interior building signage: Is there a scope of work for

GC in this item? A Refer to Section 01 21 00 Allowances for scope of work by the Contractor.

Q6 Dwg CV2 – We see site services work extending beyond the property line and onto Glen Cameron Road. We suggest the owner create a cash allowance to cover off the street connection and road restoration. Normally general contractors work within the confines of the property line. If we are asked to work beyond the property line than it must be reconfirmed. We ask clarification be offer on responsibility of site services extending beyond the property line.

A All workout noted beyond the property line is included in the scope of Work under the Contract. Refer to General Notes – Site Plan detail 2/A1.3.

Q7 Dwg CV2 – There is a note calling for “coordinate” the relocation of an existing sign and

light. There are no further details. This seems to be work that would fall under traffic management systems to which there is no specification for on this project and requires specialty trades dealing with traffic lights. We assume the Region is taking care of this task with their regular vendor that performs traffic light work. Please issue clarification or establish a cash allowance for general contractors to carry and retain the vendor that normally does this work for York Region.

Luneyko, Tatyana

Please review my proposed revisions in this document.




A Refer to A1.2 Demo Site Plan and A1.3 Site Plan. The Contractor shall coordinate

relocation with Authorities having Jurisdiction. This is a Municipal Road not Regional Road. Bidders are responsible to contact authorities having jurisdiction in order to determine the costs associated with relocation.

Q8 Dwg CV2 – We see a detail right side of the drawing providing a “sub drain detail” and we ask

that clear direction be given on the desired locations. Does the civil engineer want it along curbing? Along both sides of curbing? Around catch basins? Behind the retaining wall? Foundation walls? Please disclose to bidder’s information so that we may quantify how many lineal meters is desired.

A Refer to note on detail: All CBMH and CB Structures to have subdrain connections installed as shown on subdrain detail.

Q9 Dwg A1.3 – A generator is shown to sit atop a concrete pad. Details should be given to identify

slab thickness, extent of reinforcing, granular assembly. A Concrete slab shall be 200mm in thickness, reinforced w/15@ 300 T&BEW. Provide

compacted 250mm of 19mm clear stone compacted to min. 98% standard proctor max. Dry density.

Q10 Dwg E2.0 – The electrical drawing shows the secondary ductbank going across the street on

Glen Cameron Road. The cross section on the electrical drawing should be updated to reflect the actual assembly including restoration when it passes through the road. In addition (and similar to the question above) please reconfirm if this tender is to include work beyond the property line and if this tender is to include road restoration. It is proper for electrical drawings to show ductbank assemblies as electrical contractors normally provide the civil work for ductbank construction however electrical bidders may exclude the restoration and suggest it is not in the tender because it is not indicated on their drawing. Electrical bidders will need a scope of work directive, otherwise the roadway will be closed during the stages of ductbank assembly (having inspections before backfilling, etc) and it should be established now if the road can be closed, and what costs are involved (ie road occupancy permits, special insurance, traffic management or any detour planning not likely determined in the tender period, etc). Kindly update electrical drawing details showing roadwork assembly on the cross section of the ductbank. In the alternative, a cash allowance could be established to satisfy the electrical ductbank street connection and restoration.

A All work outside of property line is included in the scope of Work under the Contract. All restorations required for the existing road shall be restored to Municipal Standards. Refer to road restoration requirements OPSD 509.010. The Contractor is responsible to obtain all road permits as noted in Specification Section 01 31 13 Coordination and Responsibility 1.4 Permits, Deposits and Responsibilities.

Q11 Owner should clarify if electrical contractor is provide Audio-Visual & pull string (roughin only)

for owner Data/IT/Communication system, any security system, any CCTV system, any Audio Visual system, etc. Please clarify what is provided by electrical contractor and what is provided by owner (or provided by owner prequalified trades by cash allowance).




A The supply and installation of Structured I.T Cabling is carried under the Cash Allowance

Item No. CA5. This includes the cabling and server hardware. All related work is included in the scope of Work under the Contract and all costs associated with this work shall be included in the Contract Price. Refer to all requirements on Drawing E1.0 General Notes, Legend and specifications for scope of work for electrical Subcontractor.

Q12 Drawing E4.0 Note 1 Which card access doors have door operators?

A Refer to 3.0, A8.1 and door hardware schedule for locations of door operators. All electrical work is included in the scope of Work under the Contract.

Q13 Drawing E4.0 Note 2 Why is Honeywell supplying the cameras?

A Cameras shall be supplied as outlined in Specification Section 28 00 00 Security System.

Q14 Drawing E4.0 Note 3 Is the Fire Panel in the security scope of work?

A Refer to Section 26 70 00 Fire Alarm System for scope of work. Refer to Section 28 00 00 Security System for scope of work.

Q15 Who is providing the CAT 6 cabling and POE network for the cameras?

A Refer to Section 28 00 00 Security System for scope of work.

Q16 Where are the cameras being recorded? A The cameras are being monitored by our security department.

Q17 Is the Bosch alarm system need if the station is in operations 24/7? A Yes, as the station is not occupied 24/7

Q18 Corner Guards 10 26 13 Please provide location of corner guards. Part 2.1.2 shows full height and 3.1.5.4 show 1500 high, please advise the correct height.

A Review A2.3 Floor Finish & Furniture Plan for locations of Corner Guards (CG). All corner guards shall be full height.

Q19 Request for product approval for Aluminum & Glazing

Aluminum Screen - Kawneer 601UT Same as 655 thermal storefront system but Windspec does not have 6” back section only 4 ½” Aluminum Screen - Kawneer 1620 SSG - 5500 series SSG or 5500 htp ssg Aluminum Screen - Kawneer 451 – 655 thermal storefront system Aluminum Screen - Kawneer Tri Fab 450 – Interior 630 framing Aluminum Doors - Kawneer '350 Medium Stile' – 350 Medium stile door or 375 htp medium stile

Luneyko, Tatyana

Please review my revisions in this paragraph and revise further as necessary.




Aluminum Screen - Kawneer 518 Isoport – 855 /875 window framing

A Requests for product substitutions will be considered only after the Contract award. Please refer to Section 01 25 00 - Product Substitution Procedures for the process of approval of proposed alternative products.




Owner/Architect Changes

1. General Instructions

.1 All Bidders are hereby advised that the information contained in the issued Bid Documents for the above captioned project, has been amended to include the information contained within this Addendum, and such information is to be covered in the tender submission and shall form part of the Contract Documents.

2. Affected Sections of the Project Manual Architectural

1. Refer to Section 08 71 00 Door Hardware .1 Insert Door Hardware Schedule dated April 10, 2019, attached to this Addendum.

Structural – none included as part of this addendum

Mechanical – Refer to enclosed Electrical Addendum 1

Electrical - Refer to enclosed Electrical Addendum 1

Civil – none included as part of this addendum

Landscape – none included as part of this addendum




3. Affected Drawings

Architectural

1. Refer to Drawing A1.4 Site and General Details

.1 Replace detail 3 with the revised version, which is attached to this Addendum.

.2 Insert note – the General Contractor shall remove and dispose of all lose debris (bricks, garbage etc) from the site boundary, including within the ditch/swale.

2. Refer to Drawing A1.5 Site and General Details


3. Refer to Drawing A3.1 Roof Plan


4. Refer to Drawing A4.3 Cladding, Glazing, & Louver Elevations, I.T Room Plan And Elevations

.1 Details 17, 18,19 and 20 have been updated to indicate electrical outlet locations for I.T room. The General Contractor shall coordinate on site with electrical Drawings and review with project team prior to rough-in. Provide fire rated plywood as indicated. Replace Details 17, 18 and 19 with the revised versions attached to this Addendum.

5. Refer to Drawing A5.1 – Building Sections and Details

.1 Replace detail 7 and 8 with revised the revised versions, which are attached to this Addendum.

6. Refer to Drawing A7.1 – Washroom Details & Fixture Mounting Heights

.1 Replace detail 2 and 3 with the revised versions, which are attached to this Addendum.

7. Refer to Drawing A7.2 – Millwork Plan, Elevations and Details

.1 Replace detail 13 and 18 with the revised versions, which are attached to this Addendum.

8. Refer to Drawing A8.1 – Door Finish Schedules & Universal Washroom Operation

.1 Replace detail 2 with the revised version which is attached to this Addendum.

9. Refer to Drawing A8.2 – Room Finish Schedule

.1 Refer to the attached updated Interior Finishes Schedule for revised description of PT-3 and PT-4.

.2 Refer to the attached updated detail 1 for revised PT-4 locations at Four-Fold and Sectional Door jambs, exposed steel, etc.

Structural – none included as part of this addendum

Luneyko, Tatyana

Please review this revision.




Mechanical – Refer to enclosed Mechanical Addendum 1. Electrical - Refer to enclosed Electrical Addendum 1 Civil – none included as part of this addendum Landscape -– none included as part of this addendum Attachments: Replacement Architectural Drawings Door Hardware Schedule

END OF DOCUMENT

Luneyko, Tatyana

Please ensure that this list of attachments is accurate and complete

3500 - TYPE 'A'

2400 - TYPE 'B' 1500

PAINTED LINES

5600

190

5000 - TYPE 'A'

3900 - TYPE 'B'

2-0008 - AODA PARK-1 - AODA PARKING SPACE DETAILS

EQ EQ

AODA MANDATORY REQUIREMENT

400

BARRIER FREE

PARKING SIGN 1500

FLAREMAX. SLOPE 1:10

(TYP.) AT FLARED SIDE RAMP RETURN CURB RAMP

FLARED SIDE RAMP

TO S

IDEW

ALK

ED

GE

920

MIN

.

825 MAX.

DETECTABLE HAZARD INDICATOR

610

190

PAINTED LINES

CURB

DEPRESS CURB AT FLARE (TYP)

RETURN CURB AT RETURN CURB RAMP

TRANSITION

1350 1500

TRANSITION

1350

OC

T-152-0008 - AODA RAMP-1 AODA PARKING SPACE DETAILS


SLOPE

SLO

PE

1350 1500 1350

1500

920

MIN

.

610

190

RAMP SLOPE (MAX. 1:10)

FLARED SIDE (MAX. 1:10)

FAR EDGE OF SIDEWALK(MIN. 920MM)

FACE OF CURB

DEPRESS CURB (MAX. SLOPE 1:20)

SJ1SJ1

CJ1CJ1

CJ1

DETECTABLE HAZARD STRIP

CJ1 CJ1

SJ1SJ1

FLARED CURB RAMP DETAILS (WHERE INDICATED)

SLO

PE

1500

1500

920

MIN

.

610

190

RAMP SLOPE (MAX. 1:10)

RETURN CURBTOP TO MATCH ADJACENT SIDEWALK

FAR EDGE OF SIDEWALK(MIN. 920MM)

FACE OF CURB

SJ1SJ1

CJ1CJ1

CJ1

DETECTABLE HAZARD STRIP

CJ1 CJ1

SJ1SJ1

RETURN CURB RAMP DETAILS (WHERE INDICATED)

SLOPE

MAY

-16

R 250R 250

2-0011 - CD-1 - CURB DETAILS

MAY

-16

50 250 50

150

270

50

32MPa CONCRETE 5-8% AIR ENTRAINED CLASS -C2 EXPOSUREC/W 2 x 15M BARS

GRAVEL BED

FLUSH TYPE CURB (FTC)

GRASS

ASPHALT ROLLED TYPE CURB (ARTC)

390

135.00°

225

12045 deg.

120

45.0

0°45

.00°

PAVED SURFACE

13mm EXPANSION JOINT

250 50

400

150

SIDEWALK / PAVER THICKNESS

30

50MM SUPPORT LEDGE WHEN SIDEWALK IS ADJACENT TO CURB

BARRIER TYPE CURB (BTC) - ADJACENT TO SIDEWALK / HARD SURFACE

107

5025

LINE OF DEPRESSED CURB(WHERE INDICATED OR REQUIRED)

190

PAVED SURFACE

250

400

150

BLEND SIDEWALK GRANULAR BASE DOWN TO ASPHALT/CURB GRANULAR BASE (TYP.)BARRIER TYPE CURB (BTC) - ADJACENT TO LANDSCAPED AREAS

50

190

135.00°

GR

ANU

LAR

BASE

45.0

0°

GR

ANU

LAR

BAS

E TH

ICKN

ESSLINE OF RAMP

(AT DEPRESSED CURB)

45.0

0°

GR

ANU

LAR

BASE

PAVED SURFACE

PAVED SURFACE

GR

ANU

LAR

BASE

GR

ANU

LAR

BASE

NOTE: NOT ALL CURB TYPES MAY BE REQUIRED. ALL CURBS SHALL BE BARRIER TYPE UNLESS SPECIFICALLY NOTED OTHERWISE

FACE OF FOUNDATION WALL

EXTERIOR INTERIOR

REINFORCED CONCRETE TRANSITION APRON REFER TO

STRUCTURAL FOR REINFORCING REQUIREMENTS

VAR

IES

ASPHALT PAVING

NOTCH APRON EDGE AT ADJACENT ASPHALT

200

1500MM FROM FOUNDATION WALL CENTRELINE

LINE OF BUILDING FACE/OVERHEAD DOOR JAMB BEYOND

FINISH APRON TO FACE OF FOUNDATION WALL BETWEEN DOORS

+/- 1

50

DEPRESS FOUNDATION TO ACCOMODATE SLAB

AND APRON THICKNESS AT DOOR OPENINGS

400LINE OF BOLLARD C/W BOLLARD COVER BEYOND

LINE OF BOLLARD FOOTING BEYOND

3-0001 - CAA-1 - CONCRETE TRANSISTION APRON TYPICAL (ASPHALT)

ALL REINFORCING STEEL EPOXY COATED

OC

T-15

SLAB MUST BE CROWNED BENEATH DOOR TO ENSURE FLOW OF WATER FROM EXTERIOR FACE

OF DOOR TO EXTERIOR

SLOPE

CJ3

CL CL

SLOPE

CROWN

LINE OF OVERHEAD DOOR

THE INTENT OF THE TRANSITION APRON SLAB IS TO ENSURE A SMOOTH TRANSITION AS VEHICLES ENTER OR EXIT THE BUILDING BY PREVENTING THE APRON SLAB FROM HEAVING DUE TO FROST OR SETTLEMENT.PRIOR TO PLACEMENT DO THE FOLLOWING:1. DETERMINE THE LOCATION OF DOOR EXTERIOR FACE AND ENSURE THAT THE INTERIOR

SLAB SLOPES DOWN FROM THIS POINT TO THE EXTERIOR2. ENSURE THAT APRON WILL CONTINUE THIS SLOPE CONSISTENTLY TO DIRECT WATER AWAY

FROM THE FACE OF THE DOORUNDER NO CIRCUMSTANCES SHALL WATER BE DIRECTED TOWARD BUILDING

3-0001.1 - CAT-1

TRANSITION APRON SLABSEE ALSO

TYPICAL APRON TRANSITION FROM APPARATUS/VEHICLE BAY TO DRIVEWAY

CURB TO BUILDING FACE

SLOPE TRANSITION APRON DOWN FROM APPARATUS / VEHICLE BAY SLAB

ELEVATION TO ADJACENT ASPHALT/CONCRETE APRON SURFACE

MAX SLOPE - 1:10

APRON

DRIVE AISLE

BUILDING FACE

TOP OF CURB ELEVATION TO MATCH APPARATUS / VEHICLE BAY SLAB ELEVATION (SITE CONFIRM)

AT ADJACENT ASPHALT SURFACES:NOTCH APRON TO THICKNES OF ASPHALT

AT ADJACENT CONCRETE SURFACES:PROVIDE CONSTRUCTION JOINT (CJ4)

3-0001.1 - CAT-1 - CONCRETE TRANSITION APRON TYPICAL (AXO)

ENSURE THAT TRANSITION APRON WILL SLOPE CONSISTENTLY TO DIRECT WATER

AWAY FROM THE FACE OF DOORUNDER NO CIRCUMSTANCES SHALL

WATER BE DIRECTED TOWARD BUILDING

SLOPE

CROWN

A700-150000-IWS-1

SE

PT-1

8

GCCOORD

SUBTRADES* MULTIPLE SUBTRADE COORDINATION REQ'D

OUTLET TEE

FLOOR

FLOOR DRAIN(100MM DIA. MIN.)

OUTLET VALVE

GATE VALVE

DRAINAGE VALVE

19MM DRAIN PORT TEE WITH THREADED REMOVABLE

BRASS PLUG

WATER METER

600M

M M

AX.

POINT OF

ENTRY

INLET TEE

BY-PASS VALVE

GATE VALVE

THE INTENT OF THE DETAIL IS TO ENSURE A COMPLETE AND COMPLIANT INSTALLATION.WITHOUT EXCEPTION CONTRACTOR SHALL ENSURE THAT INSTALLATION CONFORMS TO MUNICIPAL STANDARD DETAILS AND AUTHORITIES HAVING JURISDICTION.INSTALLATION AS SHOWN IS SCHEMATIC. COMPONENTS SHOWN (OR NOT SHOWN) IS SUBJECT TO MUNICIPAL REQUIREMENTS. THIS DRAWING IS SUPPLEMENTAL TO MECHANICAL AND CIVIL DRAWINGS

25MM BRANCH OFF TEEFLUSHING VALVE

NOTES:

1. CLEARANCES TO WALL(S) IN ACCORDANCE WITH MUNICIPAL STANDARDS2. UNLESS OTHERWISE NOTED, INSTALLATION OF WATER METER(S) IS PART OF CONTRACT.3. BACKFLOW PREVENTER(S) TO BE INSTALLED IN ACCORDANCE WITH MUNICIPAL STANDARDS.

BACKFLOW PREVENTER

MAIN BUILDING CONTROL VALVE(G.C TO CONFIRM WITH AHJ)

2-0012 - CD-2 - CURB AND RAMP DETAILS - SIDEWALKS AND DRIVEWAY ENTRANCES

APR

-19

R 1

25

150

TRANSITION

400

WIDTH

SIDEWALK / RAMP/ DRIVEWAY

TRANSITION

400 150

CURB FACE

30

TOP OF ASPHALT

R 125

R 125

150

400

BOTTOM OF CURB

R 1

25

TYPICAL TRANSITION TO DEPRESSED CURB (NON-AODA)

CURB SAWCUT

TRANSITION

400

TYPICAL TRANSITION TO DEPRESSED CURB AT SIDEWALKS / RAMPS (NON-AODA)

TRANSITION DOWNMINIMUM TRANSITION

LENGTH SHOWN

CURB DEPRESSION

RAMP FLARE FROM SIDEWALK EDGE TO TRANSITION EDGE(SAME MATERIAL AS SIDEWALK)

TRANSITION

400

300

TYPICAL TRANSITION TO DEPRESSED CURB AT DRIVEWAY ENTRANCES (NON-AODA)

TRANISITION DOWNMINIMUM TRANSITION LENGTH SHOWN

CONFIRM WITH MUNICIPALITY PRIOR TO PROCEEDING

CURB DEPRESSION

BLEND DRIVEWAY FLARE TO FROM DRIVEWAY EDGE TO TRANSITION EDGE(SAME MATERIAL AS DRIVEWAY) DRIVEWAY RADIUS(REFER TO SITE PLAN)

EXISTING CURB

BLEND NEW CURB TO EXISTING(WHERE APPLICABLE)

300 MM MIN. DISTANCE FROM EXISTING CURB TO START OF TRANSITION

(WHERE APPLICABLE)

DRIVEWAY

STREET

RAMP/SIDEWALK

ASPHALT OR LOWER SURFACE

65 MAX. SPACING25 MAX. DIA.

3 M

AX.

610 MIN.

DETECTABLE HAZARD INDICATOR REQUIREMENTS

5 M

AX.

TRUNCATED DOMES IN GRID PATTERN

300

600

300

300

SLOPESLOPE

SLOPE

SLOPE

CONCRETE RAMP (1:10 SLOPE MAX.)

6-13

mm

DETECTABLE HAZARD INDICATOR

2000 - (MAX LENGTH)

AT FLARED CURB RAMPS:LINE OF TRANSITION BEYONDAT RETURN CURB RAMPS:FACE OF CURB BEYOND

CURB RAMP AT AODA PARKING SPACES

PAVED SURFACE

2-0013 - CD-3 - AODA RAMP DETAILS


LINE OF CURB BEYOND

65 MAX. SPACING25 MAX. DIA.

3 M

AX.

610 MIN.

DETECTABLE HAZARD INDICATOR REQUIREMENTS

5 M

AX.

TRUNCATED DOMES IN GRID PATTERN

SIDEWALK THICKNESS

APR

-19

300

600

300

300

TRANSITION

1350 (SITE CONFIRM)

TYPICAL TRANSITION TO DEPRESSED CURB - AODA FLARED CURB RAMPS

TRANSITION DOWN

CURB DEPRESSION

RAMP FLARE FROM SIDEWALK EDGE TO TRANSITION EDGE

(SAME MATERIAL AS SIDEWALK)

AODA RAMP/SIDEWALK

ASPHALT OR LOWER SURFACEDETECTABLE HAZARD INDICATOR

150

TRANSITION

1350

WIDTH

SIDEWALK / RAMP/ DRIVEWAY

TRANSITION

1350 150

CURB FACE

30

TOP OF ASPHALT

BOTTOM OF CURB

R 1

25

TYPICAL TRANSITION TO DEPRESSED CURB - AODA FLARED CURB RAMPS

CURB SAWCUT

R 1

25

R 1 25

R 125

13mm EXPANSION JOINT

13mm EXPANSION JOINTCURB DEPRESSION

RAMP THICKNESS- TO MATCH SIDEWALK THICKNESS

SLOPE - 1:10 MAX.

SLOPE - 1:10 MAX.

2-0016 - SUR-1 - ASPHALT AND CONCRETE SURFACES

FEB

-19

OPSS HL3 ASPHALT OPSS HL8 ASPHALT

OPSS GRANULAR 'A'

OPSS GRANULAR B - TYPE 2SUB-BASE

BASE

HDA - HEAVY DUTY ASPHALT

300

200

9040

ASPHALT PAVING

630

- TO

TAL

THIC

KNES

S

BASE

SW-1 - SIDEWALK SECTIONCONCRETE SLAB c/w 5-8% AIR, C2 EXPOSURE, 32Mpa.

OPSS GRANULAR B - TYPE 1

135

012

5

SIDEWALK

476

- TO

TAL

THIC

KNES

S

NOTES:1. REFER ALSO TO GEOTECHNICAL REPORT(S) TO CONFIRM LAYER THICKNESSES. REPORT ANY

DISCREPANCIES TO THE CONSULTANT PRIOR TO PROCEEDING.

SUB-BASE

BASE

RCA - REINFORCED CONCRETE APRONCONCRETE SLAB c/w 5-8% AIR, C2 EXPOSURE, 32Mpa. 15M EPOXY COATED REINFORCING B.E.W @ 400mm o/c

OPSS GRANULAR 'A'


300

200

200 APRON

700

- TO

TAL

THIC

KNES

S

BASE

GVL - GRAVEL BED50MM CLEAR STONE


350

300

GRAVEL BED

650

- TO

TAL

THIC

KNES

S

GEOTEXTILE

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES

ARE TO BE REPORTED TO THE CONSULTANT.

A 197 SPADINA AVE, SUITE 500, TORONTO, ONT: 416-364-5710 EXT 101W: WWW.TBROWNARCH.COM

THE CONTENTS OF THIS DRAWING AND SPECIFICATIONS REMAIN THE COPYRIGHT PROPERTY OF

THOMAS BROWN ARCHITECT INC. AND MUST BE RETURNED UPON COMPLETION OF THE WORK.

ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No. REVISION

DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

34:0

6 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A1.4

2019/07/09

TENDER

SITE AND GENERALDETAILS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

A1.46 /A1.48 /

A1.45 /

A1.44 /

A1.43 /

NO. ISSUED FOR DATE1 SPA SUBMISSION 01 2018.01.293 80% CLIENT REVIEW 2018.05.297 90% CLIENT REVIEW 2018.12.058 100% CLIENT REVIEW 2019.02.129 BUILDING PERMIT 2019.04.1111 ADDENDUM 1 2019.08.22

A1.42 /

A1.41 /

A1.47 /

11

500

+ D

EPTH

OFA

DJA

CEN

T SL

AB O

R S

LOPE

D A

PRO

N

650

400

BOLLARD COVER AT BOLLARD LOCATIONS UNLESS NOTED OTHERWISE

200 DIAMETER STEEL TUBE x 6mm THICK FILLED WITH CONCRETE

SLOPE ADJACENT SLAB OR APRON AWAY FROM BASE OF BOLLARDCJ1

ADJACENT SLAB OR SLOPED APRON

CONCRETE FOOTING

1. ALL STEEL GALVANIZED2. CONCRETE SHALL BE CLASS C2, 32 MPa CONCRETE COMPLETE WITH 5-8% AIR ENTRAINMENT

200 dia.

BOLL

ARD

SH

IELD

TO

SU

IT

1300

5-0006 - BO-1 - TYPICAL BOLLARD DETAILS

SE

PT-1

8

BOLLARD COVER C/W TWO REFLECTIVE STRIPES OVER STEEL BOLLARDINSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.COLOUR TO BE SELECTED FROM MANUFACTURERS FULL RANGE

300

200

150 200 150

BOLLARDFACE OF WALL

EDGE OF DOOR

PLAN VIEW

BOLLARD COVERS AS MANUFACTURED BY ONTARIO BOLLARD,

SUREGUARD OR EQUIVALENT

ALIGN EDGE OF DOOR TO EDGE OF BOLLARD

EDGE OF BOLLARD

SECTION VIEW

BOLLARD COVER

2-0017 - TF-1 - TYPICAL FENCE DETAILS

AUG

-19

TYPICAL FENCE PANEL1. 38x140mm HORIZONTAL COMPOSITE FENCE BOARDS BOLTED TO FENCE POSTS @ 150MM o/c 2. BOLTS SHALL BE 9.5mm DIA. 3. CARRIAGE BOLTS C/W NYLON INSERT LOCK NUTS 4 BOLTS PER BOARD.4. PRE-DRILL FENCE POSTS PRIOR TO BOARD INSTALLATION

1. ALL STEEL GALVANIZED (INCLUDING HINGES)2. ENGINEERING STAMPED DRAWING REQUIRED PRIOR TO FABRICATION3. CONCRETE SHALL BE CLASS C2, 32 MPa CONCRETE COMPLETE WITH 5-8% AIR ENTRAINMENT

102x76x6.4 TOP ANGLE

38x140 COMPOSITE FENCE BOARD (HORIZONTAL)

SLOPE TOP OF FOOTING

300

CONCRETE FOOTING

990

2058

3048

- M

IN. P

OST

HEI

GH

T

FINISHED GRADE

L76x76x4.8 BOTTOM ANGLE

LINE OF VERTICAL FENCE POST BEYOND

FENCE SECTION

25

300

TOP FENCE CONDITION

BASE FENCE CONDITION

PLAN FENCE DETAIL

102x76x6.4 ANGLE

BACK-TO-BACK L89x76x9.5 ANGLES (FENCEPOSTS)

38x89 COMPOSITE BOARDBOLTED TO ANGLE38x140 COMPOSITE BOARD

76x76x4.8 ANGLE

BACK-TO-BACK L89x76x9.5 ANGLES (FENCEPOSTS)

38x89 COMPOSITE BOARDBOLTED TO ANGLE

38x140 COMPOSITE BOARD

TOP OF FOOTING

25

76x76x4.8 ANGLE BELOW (102x76x6.4 ANGLE ABOVE)

BACK-TO-BACK L89x76x9.5 ANGLES (FENCEPOSTS)38x89 COMPOSITE BOARDBOLTED TO ANGLE

38x140 COMPOSITE BOARDTOP OF FOOTINGPLAN HINGE DETAIL

(WHERE GATE IS INDICATED)

25

76x76x4.8 ANGLE BELOW(102x76x6.4 ANGLE ABOVE)

L89x76x9.5 ANGLE ANCHORED TO FOOTING 38x89 COMPOSITE BOARD

BOLTED TO ANGLE

38x140 COMPOSITE BOARDTOP OF FOOTING

EXTRA HEAVY DUTY GATE HINGE (3 TOTAL) WELDED TO ANGLE AND GATE FRAME

HINGE LEAVES TO FIT WITHIN DEPTH OF ANGLES

L89x76x9.5 ANGLE GATE FRAME

- MIN

. FO

OTI

NG

DEP

TH

1200

2-0014 - CLF-1 - CHAIN LINK FENCE DETAILS

1200

UN

LESS

OTH

ERW

ISE

NO

TED

1800

300

900

30-5

0MM

300

EXTEND CONCRETE 25MM ABOVE FINISHED

GRADE AND SLOPE AWAY FROM POSTS

POURED IN PLACE CONCRETE FOOTINGS

INSTALL TUBE FORM TO FOOTING DEPTH

89MM O.D. TERMINAL POSTS INSTALLED AT ALL ENDS CORNERS AND GATES

42.9MM O.D. TOP RAIL WITH TOP EDGE FASTENERS AT 450MM o/c.FASTENERS SHALL BE 3.6MM (9 GAUGE) STEEL OR ALUMINUM (TYP.)180MM COUPLERS

VINYL COATED CHAIN LINK FABRIC

3.2MM X 19MM STEEL OR 4.8MM X 19MM ALUMINUM STRETCHER BAR BANDS AT 300MM o/c MAX.42.9MM O.D. BRACE RAILS TO BE INSTALLED AT ALL ENDS, STRAINING AREAS AND STEEP TOPOGRAPHY.LOCATE EQUIDISTANT BETWEEN TOP RAIL AND BOTTOM OF FENCE

60MM O.D LINE POSTS89MM O.D TERMINAL POST

5MM X 19MM STEEL STRETCHER BAR

SINGLE STRAND 4MM (9 GAUGE) GALVANIZED STEEL TENSION WIRE FASTENED AT 450MM o/c WITH DROP FORGED TURN BUCKLE

NOTES:1. ENGINEERING STAMPED DRAWING REQUIRED PRIOR TO FABRICATION2. ALL FABRIC SHALL BE 3.6MM (9 GAUGE WITH 11 GAUGE STEEL CORE) KNUCKLED AT TOP AND

BOTTOM.3. FABRIC SHALL BE VINYL COATED. COLOUR: BLACK4. FABRIC SHALL BE INSTALLED ON EXTERNAL SIDE OF FENCE POSTS AND SECURED TO TOP RAIL, LINE

RAIL AND BOTTOM TENSION WIRE WITH WIRE TIES AT 450MM o/c.5. ALL POSTS AND RAILS SHALL BE GALVANIZED STEEL PIPE, STANDARD WEIGHT CONFORMING TO

ASTM A120.6. ALL POSTS AND RAILS SHALL BE POLYESTER POWDER COATED TO MATCH FENCE FABRIC 7. ALL REQUIRED FITTINGS AND HARDWARE SHALL CONFORM TO ASTM A152.8. ALL REQUIRED FITTINGS AND HARDWARE SHALL BE COLOURED TO MATCH FENCE FABRIC9. CONCRETE SHALL BE CLASS C2, 32 MPa CONCRETE COMPLETE WITH 5-8% AIR ENTRAINMENT

FINISHED GRADE

3000MM o/c MAX.

250

TERMINAL POST FOOTING LINE POST FOOTING

OC

T-15

TOP OF CONVENTIONAL FIBER FORM AT 50 BELOW FINISHED GRADE50mm RIGID PVC CONDUIT SLEEVE - 915 RADIUS(REFER TO ELECTRICAL)19mm RIGID CONDUIT SLEEVE FOR GROUND CONNECTION AS REQUIRED & SPECIFIED-SEE DWGS. (REFER TO NOTE 4)8-20M REINFORCED RODS & 10M TIES PER ONTARIO PROVINCIAL STANDARD DRAWING OPSD-2200.01

FIBE

R F

OR

M

(SEE

ALS

O N

OTE

5)

DEP

TH IN

AC

CO

RD

ANC

E W

ITH

MAN

UFA

CTU

RER

S R

ECO

MM

END

ATIO

N

LOW BASE

ALUMINUM COLOR ACCENT BAND

50

460 dia.

730

2-0019 - LS-2 - LIGHT STANDARD LOW BASE DETAIL

CAST IN-PLACE ARCHITECTURAL CONCRETE BASE

PREFABRICATED CONCRETE FORM

GALVANIZED STEEL 'J' BOLTS AS SUPPLIED BY POLE MANUFACTURER

GRADE

GR

ADE

550

ABO

VE

50

MAY

-16

460 DIA.

510 DIA.

LIGHTING POLE POLE BASE COVERLOCK NUTSLEVELING NUTS

POLE CENTERLINE 900mm FROM BACK FACE OF CURB. CL

900

BACK FACE OF CURB

IF THERE RISK OF DAMAGE DURING SUBSEQUENT WORK, FORM HALVES

CAN BE WIRE TIED AROUND FINISHED WORK TO PROTECT FROM DAMAGE UNTIL WORK IS COMPLETE

REMOVE PREFABRICATED FORM WITHIN 24 HOURS OF POUR. WIRE

BRUSH TO REMOVE REMAINING FORM MATERIAL. USE RUBBING

STONE TO REMOVE ROUGH EDGES AND VERTICAL SEAMS.

GCCOORD

SUBTRADES

NOTES:1. CAST-IN-PLACE CONCRETE MECHANICALLY VIBRATED AND HAND TAPPED TO ENSURE BEST

FINISHED RESULT. TOP OF BASE SHALL BE TROWELLED SMOOTH AND LEVEL. • NOTE: POOR FINISHED RESULTS WILL BE REJECTED AND REPLACED AT NO ADDITIONAL COST

TO THE CONTRACT.2. CONCRETE SHALL BE 25mPa., 5-8% AIR ENTRAINED, CLASS-C2 EXPOSURE.3. MINIMUM OF TWO SLEEVES REQUIRED FOR EACH CONCRETE FOUNDATION. CONTRACTOR TO

VERIFY OPENING SIZE IN POLE BASE PLATE PRIOR TO SETTING CONDUIT SLEEVES.4. PROVIDE A 19mm DIAMETER 3000mm STEEL COPPER COATED GROUND ROD ADJACENT TO POLES

IN ACCORDANCE WITH ESA AND ANY OTHER AUTHORITIES HAVING JURISDICTION. CONNECT TO METAL POLE WITH BARE COPPER CONDUCTOR.

5. SUBJECT TO SOIL CONDITIONS, REFER TO SOIL REPORT.

760

610

195

(SEE

ALS

O N

OTE

4)

ACTU

AL D

EPTH

IN A

CC

OR

DAN

CE

WIT

HM

ANU

FAC

TUR

ERS

REC

OM

END

ATIO

NS

FLAG POLEPOLE BASE COVERLOCK NUTSLEVELING NUTS

PREFABRICATED CONCRETE FORM

TOP OF CONVENTIONAL FIBRE FORM CUT 50MM BELOW FINISHED GRADEGALVANIZED STEEL 'J' BOLTS AS SUPPLIED BY FLAGPOLE MANUFACTURER

75mm MINIMUM COVER

8-20M REINFORCED RODS & 10M TIES INACCORDANCE WITH OPSD-2200.01

2-0015 - FP-1 - FLAG POLE BASE

NOTES:1. TOP OF FOUNDATION SHALL BE TROWELLED SMOOTH AND LEVEL.2. CONCRETE SHALL BE 32 MPa CONCRETE 5-8% AIR ENTRAINED CLASS-C2 EXPOSURE.3. CAST-IN-PLACE CONCRETE MECHANICALLY VIBRATED AND HAND TAPPED TO ENSURE BEST

FINISHED RESULT.• NOTE: POOR FINISHED RESULTS WILL BE REJECTED AND REPLACED AT NO ADDITIONAL

COST TO THE CONTRACT4. SUBJECT TO SOIL CONDITIONS, REFER TO SOIL REPORT.

OC

T-15

610

WHERE TWO OR MORE FLAGPOLES ARE SHOWN IN A LINE

UNDER NO CIRCUMSTANCESSHALL THE CENTER TO CENTER

SPACING OF FLAGPOLES BE LESS THAN 2400mm

REMOVE PREFABRICATED FORM WITHIN 24 HOURS OF POUR. WIRE BRUSH TO REMOVE REMAINING FORM MATERIAL. USE RUBBING STONE TO REMOVE ROUGH EDGES AND VERTICAL SEAMS.IF THERE IS RISK OF DAMAGE DURING SUBSEQUENT WORK, FORM HALVES CAN BE WIRE TIED AROUND FINISHED WORK TO PROTECT FROM DAMAGE UNTIL WORK IS COMPLETE

GCCOORD

SUBTRADES

VisitorParking

TYPICAL

305

TYPI

CAL

457

Idle FreeZone

TurnEngine Off

TYPICAL

305

TYPI

CAL

457

VEHICLES WILL BE TAGGED AND/OR

TOWED AWAY

TYPICAL

305

TYPI

CAL

457

NO ENTRY

TYPICAL

305

TYPI

CAL

457

SIGN TYPE'VPS'

SIGN TYPE'IFS'

7040

50

1. STANDARD FONT TYPE IS FUTURA MDBT IN PANTONE 287 C

2. WHITE BACKGROUND

SIGN TYPE'NES'

1. STANDARD FONT TYPE IS ARIAL BOLD IN RED

2. WHITE BACKGROUND

SIGN TYPE'FRS'

1. STANDARD FONT TYPE IS ARIAL BOLD IN BLACK

2. WHITE BACKGROUND

PANTONE 287 C

10 6 273 6 10

1. STANDARD FONT TYPE IS FUTURA MDBT IN PANTONE 287 C

2. WHITE BACKGROUND

FIRE ROUTERED

SYMBOL

RED LETTERS

SE

PT-1

6

A700-101410-ES-1

* ALL SIGNS SHALL BE IN ACCORDANCE WITH MUNICIPAL STANDARDS. CONFIRM PRIOR TO INSTALLATION

POST MOUNTED SIGN - FIXED POST

SIGN FACE- 1.6mm THICK ALUMINUM SIGN BLANK- HOLES - METRO PUNCH

MOUNTINGMOUNT SIGN FACE TO POST WITH TWO GALVANIZED 12mm HEX HEAD BOLTS AND NUTS WITH FLAT WASHERS ON BOTH SIDES

POST75mm dia. GALVANIZED STEEL POST c/w POST CAP IN 300mm dia.CONCRETE FOOTING

FINISHED GRADE

700

1980

300

400

900m

m M

INIM

UM

PAVING SIGNLOCATE ONE POST MOUNTED SIGN AT EACH PARKING SPACE PROVIDED SIGNAGE TO CONFORM TO LOCAL AUTHORITES HAVING JURISDICTION

POST MOUNTED SIGN - FIXED POST

SIGN FACE- 1.6mm THICK ALUMINUM SIGN BLANK- HOLES - METRO PUNCH

MOUNTINGMOUNT SIGN FACE TO POST WITH TWO GALVANIZED 12mm HEX HEAD BOLTS AND NUTS WITH FLAT WASHERS ON BOTH SIDES

POST75mm dia. GALVANIZED STEEL POST c/w POST CAP IN 300mm dia.CONCRETE FOOTINGPAVING SIGN

GRAPHICPAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY. COLOUR TO MATCH ADJACENT PAINTED PARKING LINES.

2-0010 - BF-2 - HCP SIGN FIXED POST

BY PERMITONLY

1755

BY PERMIT

BLACK LETTER 'P' LEGEND AND BORDER20MM RED REFLECTIVE ANNULAR BAND

WHITE REFLECTIVE SYMBOL AND BORDER

450 BLUE REFLECTIVE BACKGROUND

AND OUTLINE

300

301030 3212

515 15

035

75

ONLYBLACK LETTER 'P', LEGEND AND BORDERWHITE REFLECTIVE BACKGROUND

AODA MANDATORY REQUIREMENTN

OV-

15

2-0060 - DPS - DIGITAL PYLON SIGNNO

V-18

ParamedicResponseStation #29

107 GLEN CAMERON ROAD

PARAMEDICSERVICES

2440 DIGITAL TEXT

1016

510

915

1982

76 25 1780 25 76

BY P

YLO

N S

IGN

SU

PPLI

ER/IN

STAL

LER

FOU

ND

ATIO

N S

IZE,

DEP

TH A

ND

DES

IGN

GRADE

LED MESSAGE BOARD

CAITEM

2546

025

2596

5

25

ALUMINUM BASE PLATE BY SIGN SUPPLIER

TUBULAR ALUMINUM POSTS

PROVIDE POWER AND DATA CONDUIT & WIRING THOUGH CONC. BASE AND INTO SIGN INTERIOR. REFER TO ELECTRICAL DRAWINGS.

532

VERTICAL REBAR AND TIES BY SIGN SUPPLIER

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N

TRUE NORTH CONSTRUCTION NORTH






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

47:5

8 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

Author

A1.5

2019/07/09

TENDER

SITE AND GENERALDETAILS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

NO. ISSUED FOR DATE6 SPA SUBMISSION 05 2018.11.0711 ADDENDUM 1 2019.08.22

A1.55 /

A1.52 /

A1.53 /

A1.54 /

A1.51 /

A1.56 /

A1.57 /

A1.58 /

11

3

A5.1

2

A5.1

1

A5.1

1

A5.1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

AA

10

10

D

E

G

13

11 12

14

15

15

C

F

1

A6.2

2

A6.2

1

A6.1

5

A6.2

4

A6.1

3

A6.2

2

A6.1

3

A6.1

FAC

E O

F W

ALL

BE

LLO

W

RD

RD RD

RD

RD

RD

RD

9

A3.1

7

A3.1

4

A6.2

3

A3.1

3

A3.1

Sim

5

A3.1

RD

..

.

SLOPED INSULATION TYP.SLOPED INSULATION TYP.

SLOPED INSULATION AT PERIMETER OF ROOF TYP.

AREA FOR FUTURE SOLAR PANEL LOCATION

ROOF HATCHREFER TO DETAIL /7 A5.1

SLOPED INSULATION AT PERIMETER OF ROOF (TYP)

SLOPED INSULATION TO CONTINUE ALONG PERIMETER

4%

4% [No Slope][No Slope]

LOCATION OF ANTENNA

ROOF PENETRATION LOCATION C/W GOOSENECK CABLE FLASHING

AREA FOR A/C UNITS AND CONDENSING UNITS. REFER TO 8/A3.1 FOR CURB DETAILS.

ROOF PENETRATION LOCATION C/W GOOSENECK CABLE FLASHING FOR FUTURE SOLAR PANELS.

ROOF DRAIN AND SUMP. REFER TO DETAIL 6/A3.1 (TYPICAL)

ROOF PAVERS AS PER DETAIL 11/A3.1

DOTTED LINE OF I.T ROOM BELOW

2%

1% 2%

2% 2%

LOW PARAPET WALL C/W METAL FLASHING.REFER TO DETAIL 12/A3.1 FOR ROOF EXPANSION JOINT.

300

CL

AP-2

AP-2

AP-2

AP-2

AP-3

AP-3

AP-3

AP-2

AP-2F-1

F-1

F-1

F-1

F-1

AP-3

AP-2

F-1

D

RT7PA-1

RETURN ROOF MEMBRANE COUNTER FLASHING OVER 13mm PLYWOOD

MOP ROOFING FELTS ON FACE OF 13mm PLYWOOD

MIN

200

STEEL STUD RUNNER TRACK (TYP)

CANT STRIP

FULLY ADHERED AIR/VAPOUR BARRIER

FURRING CHANNELS

Z-GIRTS

17820337

INTEGRAL PREFINISHED ALUMINUM COPING BY CLADDING MANUFACTURER. COLOR TO MATCH PORCELAIN CERAMIC PANEL SYSTEM

360

380

PT WOOD BLOCKING AS REQUIRED AT PARAPETS

13

RT7

PREFINISHED ALUMINUM FLASHING TIES INTO BUILDING

RETURN ROOF MEMBRANE COUNTER FLASHING OVER BRICK

MOP ROOFING FELTS ON FACE OF BRICK

RT-9

275

806

LSH

240

345

R20 MINERAL WOOL INSULATIONAIR BARRIER15.9 EXTERIOR SHEATHING150 STEEL STUDS @ 400MM o/c38 RIGID INSULATION15.9 EXTERIOR SHEATHINGROOF MEMBRANE

PREFINISHED ALUMINUM COPING

EOD

224 PARAPET FRAMING (TYP)19mm EXTERIOR SHEATHING38x89 PT WOOD CLEAT (CONT.)19mm EXTERIOR SHEATHINGSCREW TO PARAPET FRAMING

LOUVER SHALL BE ANCHORED BACK TO BUILDING STRUCTURE AS PER SPECIFICATIONS (TYP)

STEEL STUD RUNNER TRACK. (TYP)

14

RT-9

INTEGRAL PREFINISHED ALUMINUM COPING BY CLADDING MANUFACTURER. COLOR TO MATCH PANEL SYSTEM

PT WOOD BLOCKING AS REQUIRED.

EOD

278

FASCIA SUPPORT16 GAUGE FURRING CHANNELS15mm EXTERIOR SHEATHINGFASTENED TO PARAPET AND STRUCTURAL STEEL

EXTERIOR SHEATING, 150mm STEEL STUD @ 400 o/cEXTERIOR SHEATING

LAP ROOF VAPOUR BARRIER AND AIR BARRIER OVER PARAPET (TYP.)

CPREFINISHED ALUMINUM COPING

SEAL AIR/VAPOUR BARRIER TO WINDOW FRAME

REFER TO STRUCTURAL FOR LINTEL

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS

ALUMINUM FLASHING (TYPICAL AT ALL WINDOWS & DOORS)

166

METAL DECK

METAL DECK

320

ROOFING MEMBRANE TO WRAP OVER PARAPET

EOD

120

RAINWATER LEADERDOWNSPOUT WIDTH 100MM UNLESS OTHERWISE NOTED

A700-7462-RWL(CH)-1

100

CONDUCTOR HEADCONDUCTOR HEAD TAPER

THROUGHWALL SCUPPER

25

20

DOWNSPOUT WIDTH

CONDUCTORWIDTH 3X 20

RAINWATER LEADERDOWNSPOUT WIDTH 100MM UNLESS OTHERWISE NOTED

SCUPPER THROUGH PARAPET WALL

SCUPPER THROUGH FASCIA

DO

WN

SPO

UT

WID

TH

CO

ND

UC

TOR

HEI

GH

T 2X

GRAVEL STOP10

0MM

U/N

200MM U/N

FLASHING MIN. 100MM AROUND SCUPPER OPENING (ROOF SIDE)

CONDUCTOR HEAD

CONDUCTOR HEAD TAPER

20

SCUPPER OPENING 200MM W x 100MM H U/N

TOP OF CONDUCTOR HEAD 25MM BELOW SCUPPER OPENING (TYP.)

45.0

0°

20MM PERIMETER LIP

12

SCUPPER FLASHING MIN 12MM PAST CONDUCTOR HEAD (TYP)

FLASHING MIN. 65MM AROUND SCUPPER OPENING (WALL FACE)

SCUPPER OPENING 200MM W U/N

20MM PERIMETER LIPCUT DRIP EDGE OF FLASHING FOR CONDUCTOR HEAD AS REQUIRED

200MM U/N

GRAVEL STOP

MAY

-19

a. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL - CURRENT EDITION

b. ALL JOINTS - METAL SHALL BE SOLDERED - ALUMINUM SHALL BE WELDED

50 50

5050

600

600

PAVER

RIGID INSULATION50

50

PAVERRIGID

INSULATION(BELOW)

NOTES:1. PROVIDE ROOF PAVERS AROUND PERIMETER OF VEGETATED ROOF ASSEMBLIES AND IN

OTHER LOCATIONS AS INDICATED.2. CUT RIGID INSULATION 50MM BACK FROM EDGE OF PAVER (TYPICAL).3. ON MEMBRANE ROOF SURFACES, INSULATION SHALL BE RAIN CHANNELED ON BOTTOM

EDGES.

ROOF SURFACE

7-0002 - VRA-2 - ROOF PAVER DETAIL

OC

T-15

A700-7462-SCPR-1

THROUGHWALL SCUPPER - OVERFLOW TYPE

GRAVEL STOP

100M

M H

U/N

FLASHING MIN. 100MM AROUND SCUPPER OPENING (ROOF SIDE)

SCUPPER OPENING 200MM W x 100MM H U/N

PREFINISHED METAL FLASHING 65MM (MAX.) AROUND SCUPPER OPENING (WALL FACE)

a. FABRICATE AND INSTALL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL - CURRENT EDITION

b. ALL JOINTS - METAL SHALL BE SOLDERED - ALUMINUM SHALL BE WELDED

THICKNESSPARAPET

OC

T-15

EXTERIOR PARAPET WALL FACE

INTERIOR (ROOF SIDE) PARAPET FACE

TOP OF ROOF

200MM W

75

BOTTOM OF SCUPPER 75MM FROM TOP OF ROOF

TOP JOINTDETAIL A

DETAIL A

BOTTOM JOINTDETAIL B

DETAIL B

ROOF DRAIN (RD)

LINE OF SUMP EDGE

1200

MIN

.

1200 MIN.

7-0014-ROOF DRAIN SUMP

OC

T-15

CLAMPING RINGSTRAINER

DECK CLAMP

TAPERED ROOF DRAIN SUMP ROOF DECK

LINE OF SUMP EDGE

SLOPE TO DRAIN

SLOPE TO DRAIN

SLOPE TO DRAIN

WITHOUT EXCEPTION1. UNLESS NOTED OTHERWISE,

ALL ROOF DRAINS SHALL BE SUMPED IN ACCORDANCE WITH APPLICABLE CRCA DETAIL

2. MIN SLOPE OF SUMP FROM SUMP EDGE TO DRAIN - 8%

NOTE:1. NOT INTENDED TO DESCRIBE ACTUAL ROOF DRAIN

INSTALLATION. ROOF DRAIN TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION

THIC

KNES

S

RO

OF

ASSE

MBL

Y

WOOD BLOCKING

GCCOORD

SUBTRADES

THIC

KNES

S

RO

OF

ASSE

MBL

Y

MIN

IMU

M

250

7-0013-ROOF CURB

NO

V-18

RTU (OR SIMILAR EQUIPMENT)

ROOF CURB

RO

OF

CU

RB

HEI

GH

T

WITHOUT EXCEPTION1. ROOF MOUNTED EQUIPMENT AND FITTINGS THAT REQUIRE A ROOF CURB SHALL BE

SUPPORTED BY A CURB OF SUFFICIENT HEIGHT SO THAT THE TOP OF CURB IS AT LEAST 250mm ABOVE THE ADJACENT ROOF SURFACE.

2. ROOF CURB HEIGHT AS INDICATED BELOW MUST BE NOTED ON SUBMITTALS. 3. CONTRACTOR TO COORDINATE WITH SUPPLIERS/MANUFACTURERS ACCORDINGLY.

ROOF SURFACE

NOT INTENDED TO DESCRIBE ACTUAL ROOF CURB INSTALLATION. ROOF CURB INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION

1. ROOF PLAN DOES NOT SHOW ALL PENETRATIONS THROUGH ROOF. CONTRACTOR TO REVIEW ALL CONTRACT DRAWINGS AND SPECIFICATIONS TO DETERMINE FULL SCOPE OF WORK. MAKE PROVISIONS FOR ROOF PENETRATIONS WHERE INDICATED AND REQUIRED UNDER THE SCOPE OF THIS CONTRACT.

2. PROVIDE TAPERED INSULATION AT PERIMETER OF ALL ROOFS, SKYLIGHTS AND AS INDICATED. SLOPE SHALL BE 2%.

3. UNLESS NOTED OTHERWISE, SUMP ALL ROOF DRAINS IN ACCORDANCE WITH APPLICABLE CRCA DETAIL. AS INDICATED OR AS REQUIRED, PROVIDE TAPERED CRICKETS OR SIMILAR TYPE MEASURES TO ENSURE THAT ROOF WATER FLOWS TO DRAINS.

4. SLOPE OF ROOF STRUCTURE TO BE SUPPLEMENTED BY TAPERED INSULATION. SLOPE ROOF INSULATION MIN. 1.5% TO DRAINS, TYPICAL. CRICKETS, CONSTRUCTED OUT OF TAPERED INSULATION, ARE TO PROVIDE TWO TIMES THE SLOPE OF THE ROOF STRUCTURE.

5. UPSTANDS ON ROOF FOR MECHANICAL UNITS, PARAPETS, SKYLIGHTS TO COME COMPLETE WITH CANT STRIPS.

6. WITHOUT EXCEPTION, ROOF MOUNTED EQUIPMENT AND FITTINGS THAT REQUIRE A ROOF CURB SHALL BE SUPPORTED BY A CURB OF SUFFICIENT HEIGHT SO THAT THE TOP OF CURB IS AT LEAST 250mm ABOVE THE ADJACENT ROOF SURFACE. CONTRACTORTO COORDINATE WITH SUPPLIERS/MANUFACTURERS ACCORDINGLY.

7. CONTINUOUS VAPOUR RETARDER MEMBRANE COMPONENT OF ROOF ASSEMBLIES TO BE WRAPPED UP AT ALL PARAPETS, CURBS, EXTERIOR WALL ASSEMBLIES BY A MIN. 200mm OR AS DETAILED ON DRAWINGS. TIE INTO VAPOUR BARRIER & AVB MEMBRANES ON ALL VERTICAL SURFACES. PROVIDE 'PEEL & STICK' TYPE TRANSITION MEMBRANES IN ORDER TO ENSURE CONTINUITY OF AIR BARRIERS/BUILDING ENVELOPE

A700 GENERAL NOTES - ROOF PLAN

FEB

-16

GCCOORD

SUBTRADES

WATERPROOF EXPANSION JOINT

ASPHALT ENCAPSULATING

LAYER

CAP SHEETBASE SHEET

SLIT BASE SHEET OVER JOINT

JOINT PACKED WITH COMPRESSIBLE BATT

INSULATION

2 PLY FLASHING OR TORCHED MODIFIED BITUMEN MEMBRANE

FLASHING PROVIDE TERMINATION BAR FASTENED AT 200MM O.C.

MEMBRANE CAN BE CONTINUOUS WITH EXCESS MATERIAL OR ADD

PROTECTION LAYER OVER GLAND

TORCHED APPLICATION

CL

A700 7000-REJ-TD-1

OC

T-15

GCCOORD

SUBTRADES

A700-7270-AB-2

MAY

-16

FULLY ADHERED AIR/VAPOUR BARRIER

WOOD CANT STRIP

THROUGH WALL MEMBRANE FLASHING TO FACE OF ARCHITECTURAL BLOCKRETURN ROOF MEMBRANE COUNTER FLASHING OVER BLOCKMOP ROOFING FELTS ON FACE OF BLOCK

STEEL STUD RUNNER TRACK

12.7mm PT PLYWOOD

ROOF ASSEMBLY90x200x400 CMU BLOCK

2 BL

OC

K C

OU

RSE

S

40

0

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N







ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

49:4

1 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A3.1

2019/07/09

TENDER

ROOF PLAN

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

1 : 751 ROOF PLAN

1 : 109 PARAPET DETAIL


1 : 103 CANOPY FASCIA DETAIL


A3.110 /

A3.111 /

A3.14 /A3.16 /A3.18 / A3.12 /

A3.112 /

A3.113 /

NOTEMAINTAIN CONTINUITY OF AIR/VAPOUR BARRIERS (TYP) REFER TO DETAIL 6/A6.2

NOTEMAINTAIN CONTINUITY OF AIR/VAPOUR BARRIERS (TYP) REFER TO DETAIL 6/A6.2 NOTE

MAINTAIN CONTINUITY OF AIR/VAPOUR BARRIERS (TYP) REFER TO DETAIL 6/A6.2


11

TS

332

600

600

606

5684

1443 1400 1400 1442

GLGLGL

W4

GL

GLGLGLGL

GL GL GL GL

GLGLGLGL 2138

GL

GL

1206

600

332

GL

2138

18353601115360

SP SPSP

GL GL GL

GLGL FG100A

W2

2166

559

274

GLGLGLGLGL

GLGLGLGLGLGLGLGLGL GLGLGLGL

GLGLGLGLGLGLGLGLGLGLGLGLGL

GLGLGLGLGL

GLGLGLGLGL

GLGLGLGLGL

GLGLGLGLGL

GLGLGLGLGL

GLGLGLGLGLGLGLGLGLGLGLGLGL

905184018401170184018401170184018401170184018402030

21175

470

605

590

615

600

600

600

600

W1

45641220363212203632122036322054

625

5301

W7

GL

GL

332

600

1206

2138

GL

GL

GL GL

1798019051157

W6

2138

568

1546

612

3042

3751800180018001800930

PROVIDE BLANK OUT PANEL AT BACK OF LOUVER (TYP)

785

150015001500150015001365


785

111018001800180018001800131511425


664

1828 1704 1475

5006


1083

620

785


613

GROUND FLOOR 0

139721291397

W9 W8

GLGL

EQEQEQEQ

GLGL 500

2100

1833

3541125353

FG100B

GL GLGL

GL GL

W3

2166

534

2400

FG101

W10

1650475 1175

225

2175

GL-FR GL-FR

GL-FR GL-FR

720

600

A4.3M17

M19

M20 M 18

MINISTRY OF HEALTH BOX FOR PA SYSTEM

SEC

UR

ITY

PAN

EL

M109

CR

FIRE MONITORING CONTROL PANEL

BAS SYSTEM

I.T SYSTEM RACK

886 610 867

1054

600

550

FE & CA

1987

2931

A-39

FIRE MONITORING PANEL

FIRE RATED PLAYWOODPLYWOOD SHALL NOT BE PAINTED.

AREA DESIGNATED FOR BAS

2200

1584

REFER TO ELEC DWG. FOR BREAKER INFO. (TYP)

B-19

A-41

11

M.O.HBOX


2200

1987

B-45

A-16

11


NEMA PLUG FOR SERVER

B-43

MO

H B

OX

B-18

B-20

B-21

11

FIR

E R

ATED

PLA

YWO

OD

PLYW

OO

D S

HAL

L N

OT

BE P

AIN

TED

.

B-28

BELL DEMARC

DESIGNATED AREA FOR BELL EQUIPMENT

2200

B-24

B-26

11

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 1:

21:2

7 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A4.3

2019/07/09

TENDER

CLADDNG, GLAZING,& LOUVERELEVATIONS, I.TROOM PLAN ANDELEVATIONS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

1 : 503 GLAZING - CREW AREA

1 : 504 GLAZING - CREW AREA

1 : 505 GLAZING - ENTRANCE VESTIBULE

1 : 501 GLAZING - VEHICLE BAY

1 : 507 GLAZING - WRITE UP ROOM

1 : 508 GLAZING - WRITE UP ROOM

WINDOW SCHEDULE

TYPE SPECIFIED BASIS OF DESIGNW1 BASIS OF DESIGN KAWNEER 1620 SSG OR EQUIVALENTW2 BASIS OF DESIGN KAWNEER 601UT OR EQUIVALENTW3 BASIS OF DESIGN KAWNEER 451 OR EQUIVALENTW4 BASIS OF DESIGN KAWNEER 1620 SSG OR EQUIVALENTW6 BASIS OF DESIGN KAWNEER 1620 SSG OR EQUIVALENTW7 BASIS OF DESIGN KAWNEER 1620 SSG OR EQUIVALENTW8 BASIS OF DESIGN KAWNEER 518 ISOPORT OR EQUIVALENTW9 BASIS OF DESIGN KAWNEER 518 ISOPORT OR EQUIVALENT

W10 BASIS OF DESIGN FLEMING TYPE 'D' FRAME OR EQUIVALENT

1 : 5010 CLADDING - LOUVERS





1 : 752 GLAZING - CLERSTORY WINDOW IN WASHROOM

1 : 506 GLAZING - ENTRANCE INTERIOR

2. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS FOR INTAKE AND EXHAUST ACTIVE LOUVER LOCATIONS.

1 : 5014 GLAZING - VEHICAL BAY TO CORRIDOR

NOTEHOLLOW METAL FRAME AND GLASS SHALL BE FIRE RATED. REFER TO SPECIFICATIONS

1 : 5015 CLADDING - LOUVER AT BAY

CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS FOR INTAKE AND EXHAUST ACTIVE LOUVER LOCATIONS.

L2 - LOUVER FINISH L1 - LOUVER FINISH L1 - LOUVER FINISH

L1 - LOUVER FINISHL1 - LOUVER FINISHL1 - LOUVER FINISH

1. LOUVER SHALL BE ANCHORED BACK TO BUILDING STRUCTURE AS PER SPECIFICATIONS (TYP)









NO. ISSUED FOR DATE3 80% CLIENT REVIEW 2018.05.297 90% CLIENT REVIEW 2018.12.058 100% CLIENT REVIEW 2019.02.129 BUILDING PERMIT 2019.04.1111 ADDENDUM 1 2019.08.22

1 : 3016 I.T ROOM FLOOR PLAN

1 : 3017 I.T ROOM - NORTH ELEVATION1 : 30

18 I.T ROOM - EAST ELEVATION

1 : 3019 I.T ROOM - SOUTH ELEVATION

1 : 3020 I.T ROOM - WEST ELEVATION

T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007T ectonic Cop yright 2007

SPDT

GROUND FLOOR 0

U/S OF ROOF DECK 4200

U/S OF LOW ROOF DECK 3500

ADG F

RT7

X21A P22

A.F.F.

GB2750 mm

A.F.F.

GB2700 mm

P5 P8 X21

W9

RT-9

P21 P1

IS1

A.F.F.

ATC-12750 mm

A.F.F.

GB WRGBB2600 mm

LSH

P1

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

PS-2

AP-1

GROUND FLOOR 0

U/S FINISHED CEILING 2750

U/S OF ROOF DECK 4200

U/S OF VEHICLE BAY DECK 5500

U/S OF LOW ROOF DECK 3500

2 3 4 5 6 7 8 91 10 11 12 15

M108

FG100B

P24 P21X21A P21

RT7

RT7a

X22A

GL

GLGL

GL GL

GL

WB-1 TB-1

GROUND FLOOR 0

U/S OF VEHICLE BAY DECK 5500

B ADEG CF

M112A

G112

RT7a

X22

X21

P22P22

P22

P24

X22ACW1

PS-2

PS-2

PS-2

LSH

X21

BOL

/5 A1.5REF. TO DETAIL

AP-1

WAL

L H

EIG

HT

2800

CR

OPEN

CLOSE

STOP

AUTO/HAND

WIRELESS SAFETY EDGEBY DOOR MANUFACTURER

PRESENCE SENSORBY DOOR MANUFACTURER

SENSORBY DOOR MANUFACTURER

DOOR MOTORBY DOOR MANUFACTURER

PHOTOSENSOR RECEIVER

BY DOOR MANUFACTURE

R

PHOTOSENSOR TRANSMITTERBY DOOR MANUFACTURER

RADIO REMOTE RECEIVER

BY OTHERS

MAIN PANEL BY DOOR

MANUFACTURER OPEN

CLOSE

STOP

DOOR CONTROLS

BY DOOR MANUFACTURER

LINE POWER (IN CONTRACT)

ANTENNA

WIRELESS SAFETY EDGE RECEIVERS BY DOOR MANUFACTURER

JUNCTION BOX

JUNCTION BOX

JUNCTION BOX

JUNCTION BOX

JUNCTION BOX

PREFABRICATED STEEL TABS ON PREMANUFACTURED STEEL FRAME

(BY DOOR MANUFACTURER)-18 TABS PER DOOR

ANCHOR FRAME TO EXISTING OPENING USING HILTI HY-HIT EPOXY ANCHORS

PREFABRICATED STEEL TABS ON PREMANUFACTURED STEEL FRAME (BY

DOOR MANUFACTURER)-18 TABS PER DOOR

ANCHOR FRAME TO EXISTING OPENING USING HILTI HY-HIT EXPOXY ANCHORS

*PROVIDE ALL STICKERS AND LABELS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS*

9

A2.2

Sim9

A2.2

Sim

A700-8351-FFD-1

* SHOP DRAWING REQUIRED PRIOR TO FABRICATION

SENSOR CONFIGURATION• CONFIGURE SENSOR SO THAT DOORS CLOSE 12

SECONDS AFTER PHOTOSENSOR (BEAM TO BEAM) IS BROKEN

OC

T-15

PHOTOSENSOR RECEIVERBY DOOR MANUFACTURER

MOUNTING HEIGHT DETERMINED BY DOOR MANUFACTURER

PHOTOSENSOR TRANSMITTERBY DOOR MANUFACTURERMOUNTING HEIGHT DETERMINED BY DOOR MANUFACTURER

RADIO REMOTE RECEIVER

OPEN

CLOSE

STOP

DOOR CONTROLS


LINE POWER (IN CONTRACT)

JUNCTION BOX

JUNCTION BOX

JUNCTION BOX

STEEL DOOR TRACK PROTECTORS(BY DOOR MANUFACTURER)


9

A2.2

Sim9

A2.2

Sim

A700-8363-OHD-1

LINE OF DOOR IN OPEN POSITION

610

JAMB EXTENSIONWELDED TO HEAD

JAMB EXTENSIONWELDED TO JAMB

BENT STEEL PLATE JAMB

JAMB EXTENSIONWELDED TO JAMB

DOOR OPERATORCOORDINATE SIZE, LOCATION AND MOUNTING REQUIREMENTS WITH MANUFACTURER

BENT STEEL PLATE JAMB

BENT STEEL PLATE HEAD OR STRUCTURAL STEEL

LINTEL

OPE

NIN

G T

O S

UIT

DO

OR

HEI

GH

T60

0

OPENING TO SUIT DOOR WIDTH

FULL GLAZED SECTIONAL OVERHEAD DOOR

MANUAL CHAIN OPERATOR BY DOOR MANUFACTURER

NO

CO

NTR

OLS

GR

EATE

R T

HAN

110

0 M

M A

FF


NOTE: JAMB EXTENSIONS ARE FOR MOUNTING OVERHEAD DOOR SPRING BRACKETS

75 75 75 75CL

NOTES:• ALL WIRING FOR DOORS (INCLUDING

LOW VOLTAGE WIRING) TO BE INSTALLED IN SURFACE MOUNTED EMT (CONDUIT)

• WIRING SHOWN IS SCHEMATIC ACTUAL INSTALLATION TO SUIT SITE CONDITIONS

ALUMINUM PANEL

ALUMINUM PANEL

ALUMINUM PANEL

ALUMINUM PANEL

SENSOR CONFIGURATION• CONFIGURE SENSOR SO THAT DOORS CLOSE AT A RATE OF

300MM PER SECOND AFTER PHOTOSENSOR (BEAM TO BEAM) IS BROKEN

OC

T-15

300

TYP.

ANCHOR TO CONCRETE SLAB AT BASE OF LADDERUSING 4mm BENT STEEL PLATE 40 x 50 x 50BOLTED TO LADDER CHANNELS AND FLOOR

C100x8 LADDER CHANNELS (OR ENGINEERED EQUIVALENT) COMPLETE WITH WELDED 32 DIA. STEEL RUNGS ALL TO BE SHOP ASSEMBLED

100 x 10mm BENT STEEL BRACKETPLATE BOLTED TO LADDER CHANNELS AND THROUGH WALL- AT MASONRY WALLS, DRILL THROUGH WALL- AT FRAMED WALLS, PROVIDE SOLID WOOD BLOCKING IN CAVITY AND DRILL THROUGH WALL

300

TYP.

ROOF ACCESS HATCH900 x 800 FINISHED OPENING

5-0003 - AL-3 - INTERIOR ROOF ACCESS LADDER DETAIL

OC

T-15

305

MIN

.

LINE OF SOLID WOOD BLOCKING IN FRAMED WALLS MIN DEPTH AS INDICATED

NOTES:ALL STEEL GALVANIZED. ENGINEERED STAMPED DRAWING REQUIRED PRIOR TO FABRICATIONALL LADDERS TO BE DESIGNED IN ACCORDANCE WITH OBC AND OHSA REQUIREMENTS AND REGULATIONS. REF. OHSA ENG DATA SHEET 2-04 (CURRENT REVISION).

150

SITE

VER

IFY

HEI

GH

TTOP OF LADDER 150 BELOW U/S OF ACCESS HATCH

150

CL

C100 STEEL CHANNEL

25mm DIAMETER STEEL RUNG AT 300o/c VERTICALLY AND WELDED BETWEEN C100 STEEL CHANNELS

400 x 175 x 100 x 10mmU-BENT STEEL PLATE BRACKET

300

o/c

5-0004 - AL-4 - INTERIOR ROOF ACCESS LADDER DETAIL

• GRIND SMOOTH ALL WELDS• PRIME AND PAINT ALL

STEEL

OC

T-15

NOTES:1. ALL STEEL GALVANIZED. 2. ENGINEERED STAMPED DRAWING REQUIRED PRIOR TO FABRICATION3. ALL LADDERS TO BE DESIGNED IN ACCORDANCE WITH OBC AND OHSA REQUIREMENTS

AND REGULATIONS. REF. OHSA ENG DATA SHEET 2-04 (CURRENT REVISION).

AT FRAMED WALLS - LINE OF SOLID WOOD BLOCKING IN WALLS MIN DEPTH AS INDICATED

CL150

480

C100 STEEL CHANNEL

AT MASONRY WALLS - FILL BLOCKS SOLID AT THROUGH BOLT LOCATIONS

1 : 752 BUILDING SECTION - CREW AREA

1 : 751 BUILDING SECTION - VEHICLE AND CREW AREA

1 : 753 BUILDING SECTION - VEHICLE BAYS

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

50:3

6 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A5.1

2019/07/09

TENDER

BUILDING SECTIONS& DETAILS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

A5.14 / A5.15 /

A5.17 /

A5.18 /


11

11

T ecton ic Cop yright 2007

T ecton ic Cop yright 2007

A7.1

6

4

10

8A7.1

7

5

11

9

140 714 1397 1000 129 1000 1397 709

1200

129

2075

123

480

1185

144

2075

123

2247

FEMALEWASHROOM/ SHOWER

107

MI-T

TOWM

VANITY REFER TO DETAIL 1/A7.3

SPACE FOR ADULT CHANGE TABLE

(N.I.C.)

M106

WOOD BENCH REFER TO 2/A7.3

VANITY REFER TO DETAIL 1/A7.3

WOOD BENCHREFER TO 2/A7.3

M107

TOWM

FSFS

MALEWASHROOM/ SHOWER

106

1920

129

1355

P8 P8P8

P5P5P21

X21

P8

P8

DODO

DO

RSPH RSPH

PROVIDE WOOD BLOCKING AS REQUIRED FOR FOLDING SEAT PRIOR TO BOARDING OF WALLS

500

DO

P1aSD SD

2600

BFSH-GBR

SHOWER CURTAIN REFER TO DETAIL

1000

RSHDO

/3 A7.3REFER TO DETAIL

2600

1951

1000

BFSH-GBR

TOWM

SHOWER CURTAINREFER TO DETAIL

RSH

MARBLE TRIM

2600

WT - 1

WT - 2

FS

1291355


REFER TO DETAIL

/3 A7.3

500

2100

2397

W9

WOOD BENCH REFER TO DETAIL

FS

WT - 1

WT- 2

2600

SHOWER CURTAIN - REFER TO DETAIL

MARBLE TRIM

RSPH10

00

EQ EQCH

CH CH

REFER TO DETAIL

/5 A7.3

/2 A7.3

1100

1550

PTD

1100

/3 A7.3

2600

MI-T

WOOD BENCH REFER TO DETAIL

820

185

1095

TOWM

2100

500

CH

WT -3

SD

TP

/2 A7.3

1

A7.3

TOWM

MI-T

TP

SD

CH

1

A7.3

2600

500

1280

820

W8


FS

MARBLE TRIM

EQ EQ

RSPH

CH

CH CH

WOOD BENCH REFER TO DETAIL /2 A7.3

1100

PTD

1100

2600

BFSH

-GBR

?

SHOWER CURTAIN REFER TO DETAIL

1951

649

1355129

A700-1000-FMH -2

AUG

-18

BIOHAZARD WASTE DISPOSAL

(BWD)

**NOTE: BIOHAZARD BIN MUST BE MOUNTED AT A VISIBLE LOCATION WITH THE UNIVERSAL BIOHAZARD

DANGER SYMBOL.

LIGHT SWITCH (LS)

900

MIN

. - 1

100

MAX

.

OUTLET(O)

400

MIN

. 900

MIN

. - 1

100

MAX

.

THERMOSTAT(T)

FIRE EXTINGUISHER

(FE)90

0 M

IN. -

110

0 M

AX.

LINE OF CABINET INSTALLATION TO MAINTAIN REQUIRED HEIGHT OF EXISTINGUISHER (TYP.)

CARD READER(CR)

FIRE ALARM PULL STATION

(FP)

900

MIN

. - 1

100

MAX

.

DOORBELL(DB)

900

MIN

. - 1

100

MAX

.

DOOR OPERATOR BUTTON

(DO)

900

MIN

. - 1

100

MAX

.

900

MIN

. - 1

100

MAX

.

FOUR FOLD DOOR CONTROLS

(FFDC)

900

MIN

. - 1

100

MAX

.

OVERHEAD DOOR CONTROLS

(OHDC)

900

MIN

. - 1

100

MAX

.

300 MIN.

MINIMUM CLEARANCE TO

DOOR EDGE

WHERE DO, DB, CR MOUNTED SIDE BY SIDE,

MOUNT ALL AT SAME HEIGHT

DO

OR

ED

GE

900

MIN

. - 1

100

MAX

.

CO

NTR

OLS

OTH

ER

GCCOORD

SUBTRADES

NOTE: ALL DIMENSIONS SUBJECT TO SPECIFIC MUNICIPAL REQUIREMENTS. CONFIRM WITH CONSULTANT PRIOR TO INSTALLATION.

NOTE: FOR MOUNTING HEIGHTS NOT SHOWN. CONFIRM HEIGHT WITH CONSULTANT PRIOR TO INSTALLATIONNO CONTROLS, OPERATING OR DISPENSING COMPONENTS HIGHER THAN 1100mm AFF.

AODA MANDATORY REQUIREMENTENSURE CLEAR FLOOR SPACE OF 860MMx1480MM MIN CLEAR OF DOOR SWINGS.REVIEW WITH CONSULTANT PRIOR TO ROUGH-IN

NOTE: FOR MOUNTING HEIGHTS SHOWN AS A RANGE. SELECT HEIGHT AND INSTALL ALL FIXTURES AT THAT HEIGHT (TYP.). FIXTURES THAT ARE WITHIN VISUAL SIGHTLINE OF EACH OTHER MUST BE AT SAME HEIGHT.

900

MIN

. - 1

100

MAX

.

CO/NOx SYSTEMS

CONTROL PANEL

NOx SENSOR(MOUNTED HIGH)LOCATION ??

CO SENSOR(MOUNTED LOW)LOCATION ??

LINE OF CEILING ABOVE

LINE OF FLOOR

RETRACTABLE SHOWER SEAT

(RSS)

FACE OF WALL

SHOWER HEAD(SH)

RECESSED SOAP HOLDER

(RSH)

SHOWER CURTAIN + ROD

(SC+R)

1905

NOTE: HAND-HELD SHOWER HEAD TO BE LOCATED SO THAT IT CAN BE REACHED AND OPERATED FROM SHOWER SEAT POSITION.

FIXED SHOWER HEAD

MINIMUM 1800mm OF FLEXIBLE HOSE

SHOWER VALVE INSTALLED ABOVE GRAB BAR (DO NOT OBSTRUCT THE USE OF THE SHOWER CONTROLS)

CURTAIN

ROD

MO

UN

T

460

MIN

.

400

MAX.

500

MIN.

450

FACE OF WALL WITH SHOWER HEAD (SH)

900

MIN

. - 1

200

MAX

.

BA

RR

IER

FR

EE S

HO

WER

DET

AIL

S

CLEQ EQ

GBR

LINE OF RETRACTABLE SHOWER SEAT (RSS) - SEE DETAIL

MIN

1004

- TO

SH

OW

ER V

ALVE

2100

- T

O F

IXED

SH

OW

ER H

EAD

LINE OF CORNER AT OPEN SIDE OF SHOWER

PROVIDE WOOD BLOCKING AS

REQUIRED

RSH - SEE DETAIL

SC+R - SEE DETAIL

GCCOORD

SUBTRADES

1200

800

AFF

750

- GR

AB B

AR H

EIG

HT

1000 - GRAB BAR LENGTH

HAND DRYERS

(HD)

GRAB BARS (GBR - LGBR)SANITARY NAPKIN DISPOSAL (SN)TISSUE DISPENSERS (TTD)

840

600 - GRAB BAR

GBR

FRONT

NOTE: ALL DIMENSIONS SUBJECT TO SPECIFIC MUNICIPAL REQUIREMENTS. CONFIRM WITH CONSULTANT PRIOR TO INSTALLATION.

NOTE: FOR MOUNTING HEIGHTS NOT SHOWN. CONFIRM HEIGHT WITH CONSULTANT PRIOR TO INSTALLATIONNO CONTROLS, OPERATING OR DISPENSING COMPONENTS HIGHER THAN 1100mm AFF.

WR

WASTE RECEPTACLES

(WR)

PTWR

COMBINED PAPER TOWEL DISPENSER/WASTE

RECEPTACLES (PTWR)

GBR

SIDE

MI(T)

MI(T)

BF LAV

840

MAX

.

BF LAV

840

MAX

.

1000

T.O

. SH

ELF

EQ EQ

1000

T.O

. SH

ELF

SLFSLF

TILT MIRROR (MI(T))STAINLESS STEEL SHELF (SSS)

SN

600

300

STD

STD

900

MIN

. - 1

200

MAX

.

COAT HOOK (CH)

A700-1000-FMH -1

CL

CL

CL

AODA MANDATORY REQUIREMENTENSURE CLEAR FLOOR SPACE OF 860MMx1480MM MIN CLEAR OF DOOR SWINGS.REVIEW WITH CONSULTANT PRIOR TO ROUGH-IN

900

MIN

. - 1

000

MAX

.

900

MIN

. - 1

100

MAX

.

900

MIN

. - 1

100

MAX

.

NO

V-15

BARRIER-FREE SINK

NOTE: FOR MOUNTING HEIGHTS SHOWN AS A RANGE. SELECT HEIGHT AND INSTALL ALL FIXTURES AT THAT HEIGHT (TYP.). FIXTURES THAT ARE WITHIN VISUAL SIGHTLINE OF EACH OTHER MUST BE AT SAME HEIGHT.GC

COORD

SUBTRADES

MAX

.

1000

TOP VIEW

MIN.

400

MIN

.

200

SHELF / COUNTER(SLF)

TWIN TISSUE DISPENSER

(TTD)

SINGLE TISSUE DISPENSER

(STD)

900

MAX

.

450

MIN

.

**NOTE: TISSUE DISPENSER ELEVATION MAY VARY. REPORT ANY

DISCREPANCIES TO CONSULTANT PRIOR TO

INSTALLATION.

BA

RR

IER

FR

EE S

INK

DET

AIL

S

WA

SHR

OO

M A

CC

ESO

RIE

S

PAPER TOWEL DISPENSER

(PTD)

SOAP DISPENSER

(SD)

1100

MAX

.

900

MIN

.

900

MIN

. - 1

100

MAX

.

E

IN UNIVERSAL WASHROOMS EQUIPPED WITH AN EMERGENCY CALL SYSTEM- REFER TO DETAIL ECS-1

IN THE EVENT OF AN EMERGENCY PUSH

EMERGENCY BUTTONAND AUDIBLE AND

VISUAL SIGNALWILL ACTIVATE

430

MAX

.

URINAL(UR)

750

VER

TIC

AL C

OM

PON

ENT

750

- GR

AB B

AR

BAR TO FACE OF FIXTURE150 - FACE OF GRAB

HORIZONTAL COMPONENT

750 - GRAB BAR

EQ EQ

SN

<50mm>38mm

30

300 460

CL

<50mm>38mm

30

LGBR LGBR

TO SIDE WALL

460 - DISTANCE 460 460

URINAL (SEE PLAN)

920 - DISTANCE TO NEXT

VER

T G

RAB

BAR

600

1000

MAX.

380

MAX.

38050MM MIN.

CLCL

CL

CL URINAL SCREEN(WHERE INDICATED)

CL CL

CL GRAB BARS(WHERE INDICATED)

EQ EQ

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N







ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

41:4

5 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A7.1

2019/07/09

TENDER

WASHROOMDETAILS & FIXTUREMOUNTING HEIGHTS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

1 : 351 EMS - WASHROOMS

1 : 356 RM 107 - SOUTH ELEVATION

1 : 357 RM 106 - SOUTH ELEVATION

1 : 358 RM 107 - EAST ELEVATION

1 : 3510 RM 107 - NORTH ELEVATION

1 : 354 RM 107 - WEST ELEVATION

1 : 359 RM 106 - EAST ELEVATION

1 : 3511 RM 106 - NORTH ELEVATION

1 : 355 RM 106 - WEST ELEVATION

WASHROOM ACCESSORIESTAG DESCRIPTION QUANITY

PTD PAPER TOWEL DISPENSER 2RSPH RECESSED SHAMPOO HOLDER 2RSH RECESSED SOAP HOLDER 2FS RETRACTABLE SHOWER SEAT 2

SC+R SHOWER CURTAIN 2SD SOAP DISPENSER 3TP SURFACE MOUNTED TOILET TISSUE DISPENSER 2

WASHROOM ACCESSORIESTAG DESCRIPTION QUANITY

BFSH-GBR BARRIER FREE SHOWER GRAB BAR (750mmVERTICAL AND HORIZONTAL)

2

MI-T BARRIER FREE TILTED MIRROR 2CH COAT HOOK 16

GBR LS-H L-SHAPED 31mm BAR TO BE 750mm LONG AND750mm VERTICAL (LS), GRAB BAR TO HAVE 600mmLONG HORIZONTAL (H)

2

L LOCKERS AS SPECIFIED (REFER TO DRAWINGSFOR LAYOUT)

34

A7.13 /

A7.12 /

NOTEREFER TO DETAIL 4/A8.1 FOR UNIVERSAL WASHROOM DETAILS.


11

A7.2M5

A7.2

A7.2M11

M 2

A7.2M10

A7.2M6

1100 350 610 350

CHARGING STATION REFER TO 4/A7.2

MILLWORK NICHE -REFER TO DETAIL

13/A7.2

SOLID SURFACE COUNTER

2700

1050

100

MILLWORK NICHE - REFER TO DETAIL 19/A7.2

FR

1450

1150

G.C TO COORDINATE POWER WITH ELECTRICAL DRAWINGS PRIOR TO POURING OF SLAB

FE & CA640 1100 1100

CL

3190

350 350610(U)2DRMRW

(U)2DR1SHLF (U)2DR1SHLF

2DRSNK 1DR1DWR3

DWR

2DRFR

2DR2DWR

3771

EQEQEQ

EQEQ 1/2 EQ1/2 EQ

990

16

A7.2

17

A7.2

12

A7.2

914

525

900

14

A7.2

1560

BULKHEAD

SD

470

1870

410

470

350610350

1310

DSPNCH 874

40

CHARGING STATION REFER TO 18/A7.2

350 610 350

DSPNCH

1310

4087

4

10025001002700

WDPNL874x2500 87

440

914

10025001002700

874

40

WDPNL874x2500 91

4

GABLE

LIGHT VALANCE

DRAWER UNITBACKSPLASH

35011301130350

90

TB-1REFER TO ELECTRICAL DRAWINGS

FOR POWER AND VOICE/DATA

EQ EQ EQ

GYPSUM BULKHEAD

(U)2DR1SHLF (U)2DR1SHLF (U)2DR1SHLF (U)2DR1SHLF

3DWR

3DWR

SSCTRTP

520

565 565 565 565

780

810

100

750

WDPNL

SIM

15

A7.2

TACKBOARD SHALL BE FLUSH MOUNTED TO BLOCKWALL

50mm GROMMET

G.C TO COORDINATE CUTOUTS FOR POWER AND DATA IN WOOD PANELS AND TACKBOARD

2460

A700-16000-CHST-1

4X USB CHARGERS WITH TAMPER RESISTANT 20A DUPLEX RECEPTACLESCL

150

LINE OF ADJACENT COUNTER OR OTHER SURFACE

FOUR-GANG COVER PLATEUSB CHARGING STATION PROVIDE LABEL ON PLATE

SINGLE TWO GANG

FOUR GANG

PROVIDE LABEL ON PLATE

TWO-GANG COVER PLATE

USB CHARGERUSB CHARGER PROVIDE LABEL ON PLATE

TWO-GANG COVER PLATE

4X USB CHARGERS WITH TAMPER RESISTANT 20A DUPLEX RECEPTACLES

4X USB CHARGERS WITH TAMPER RESISTANT 20A DUPLEX RECEPTACLES

MAY

-16

** ALL WORK TO BE COMPLETED IN ACCORDANCE WITH AWMAC ARCHITECTURAL WOODWORK STANDARDS AS SPECIFIED


OC

T-15

METAL PILASTER STRIPS

GYPSUM BOARD BULKHEADALIGN WITH FACE OF UPPER CABINET BODY (TYP.)

6mm PANEL ON 19mm WOOD RAILS

CABINET PULL

UNDER CABINET LIGHT FIXTURE

20mm PANEL LIGHT VALANCE c/w SOLID EDGING

20mm PANEL SHELF c/w SOLID EDGING ALL SIDES

20 305 20

10

AS N

OTE

D52

5

(U)2

DR

1SH

LF

105

20

7579

5

325

20mm PANEL c/w SOLID EDGING

20mm PANEL DRAWER FACE c/w SOLID EDGING ALL SIDES


BASE

CABINET PULL

SOLID SURFACE COUNTERTOP

20mm PANEL DOOR CLEAT

20mm PANEL DOOR FACE c/w SOLID EDGING ALL SIDES

CUT PANEL NEATLY FOR PLUMBING ROUGH-INS (TYP.)

SINK

PROVIDE WOOD SUPPORT AROUND CUT OPENINGS (TYP.) 91

5

75

655

100

795

20 100

2DR

SNK

409

140

5

625

40

610



OC

T-15


6mm PANEL ON 19mm WOOD RAILSCONNECT WOOD RAILS TO GABLES (TYP.)

SS 'D' PULL

305 20

10

LINE OF 20mm PANEL GABLE c/w SOLID WOOD EDGING ON ALL EXPOSED EDGES

20mm PANEL DOOR FACE c/w SOLID EDGING ALL SIDES

20mm PANEL VALENCE c/w SOLID WOOD EDGING ON ALL EXPOSED EDGES GABLE DEPTH TO SUIT FRIDGE

FRID

GE

TO S

UIT

(U)2

DR

FR



OC

T-15




CABINET PULL




20 305 20

10

AS N

OTE

D52

5

(U)2

DR

1SH

LF

105

20

7579

5

325

20mm PANEL COMPLETE WITH MATCHED EDGE BANDING

20mm PANEL DRAWER FACE COMPLETE WITH MATCHED EDGE BANDING ALL SIDES

BASE TILE


CABINET PULL20mm PANEL DRAWER FACE COMPLETE WITH MATCHED EDGE BANDING ALL SIDES

20mm PANEL DRAWER FACE COMPLETE WITH MATCHED EDGE BANDING ALL SIDES

655

CABINET PULL

CABINET PULL

610

40

480

5140

5140

94010

020

795

100

3DW

R




OC

T-15

20mm PANEL COMPLETE WITH SOLID EDGING

BASE TILE

SOLID SURFACE COUNTERTOP20mm PANEL DOOR CLEAT

20mm PANEL DRAWER FACE COMPLETE WITH SOLID EDGING ALL SIDES

20mm PANEL DRAWER FACE COMPLETE WITH SOLID EDGING ALL SIDESCABINET PULL

ALIGN FACE OF BOTTOM DRAWER TO ALIGN WITH BOTTOM OF CABINET BODY

40

762

750

20mm PANEL DRAWER FACE COMPLETE WITH SOLID EDGING ALL SIDESCABINET PULL

CABINET PULL

300

0514

55

145

SOLID SURFACE BACKSPLASH (IF INDICATED ON ELEVATION)

64




SS 'D' PULL

FLOURESCENT LIGHT FIXTURE

20mm PANEL LIGHT VALANCE COMPLETE WITH SOLID EDGING

725

110


26 300 20

10

300

AS N

OTE

D

(U)1

DR

1SH

LF

200

WB-1 TB-1

778

322

116

1184

/*REF. - 7 A7.3/*REF. - 7 A7.3

1600

EQ EQ EQ EQ

BULKHEAD

13

A7.2

WHITEBOARD AND TACKBOARD SHALL BE FLUSH MOUNTED TO BLOCKWALL

PROVIDE 2 - DUPLEX POWER OUTLETS ON EACH SIDE SIDE

WALL AT COUTER HEIGHT REFER TO ELEC. DRAWINGS

1100

950



OC

T-15



CABINET PULL


20 305 20

10

AS N

OTE

D52

5

(U)2

DR

MR

W

OPE

NIN

G

410

MIC

RO

WAV

E

500

105

20

325

795

75

AS N

OTE

D

LINE OF SIDE GABLE BEYOND



75

20mm PANEL c/w MATCHING EDGE BANDING

20mm PANEL DRAWER FACE c/w MATCHING EDGE BANDING ALL SIDES



BASE

CABINET PULL7520mm PANEL DOOR CLEAT

2DR

2DW

R

610

400 180

100

2079

510

0

625

5

140

940

655

40

CABINET PULL



OC

T-15


20mm PANEL BACK PANEL

20mm PANEL SIDE / MID GABLE COMPLETE WITH SOLID WOOD EDGING

40

300

2026

379

520 20mm TOP PANEL COMPLETE WITH

SOLID WOOD EDGINGRN

WY

1200

311

611

00

WHITEBOARD / TACKBOARDREFER TO ELEVATION

20mm BOTTOM PANEL COMPLETE WITH SOLID WOOD EDGING

POWER OUTLETS AS INDICATED

A7.2M

8

WB TBRNWY

1600

350

140

DO

A700 6400-MW-DETAIL



BASE TILE


20mm PANEL BACK PANEL

20mm PANEL SIDE GABLE COMPLETE WITH SOLID WOOD EDGING

20mm PANEL SHELF COMPLETE WITH SOLID WOOD EDGING

40

300

2026

325

025

010

9

20

20mm PANEL SHELF COMPLETE WITH SOLID WOOD EDGING

20mm TOP PANEL COMPLETE WITH SOLID WOOD EDGING

20mm BOTTOM PANEL COMPLETE WITH SOLID WOOD EDGING

LINE OF GABLE BEYONDDSP

NC

H

914

1. ALL CUPBOARDS, GABLES, SHELVES, DOORS & DRAWER FRONTS TO BE:A. 20mm HD52 - RIVA - PB-M2 CORE c/w MATCH EDGEBANDING.

2. ALL CUPBOARD BACKINGS TO BE:A. 6mm HD52 - RIVA - MDF CORE c/w MATCH ING EDGEBANDING.

3. DRAWER SIDES @ BOTTOMS TO BE:A. 12.7mm WHITE MELAMINE.

4. ALL EXPOSED PANEL EDGES TO BE EDGED IN MATCHING EDGEBANDING , INCLUDING ALL 4 EDGES OF DOORS, DRAWER FACES, AND ADJUSTABLE SHELVES.

SUPPLY AND INSTALL HARDWARE AS FOLLOWS:1. CONCEALED SELF-CLOSING HINGES.2. 185mm STAINLESS STEEL ROD TYPE DOOR & DRAWER HANDLES.3. ALL DRAWERS ON HEAVY DUTY TELESCOPING CUSHIONED ROLLING METAL SLIDES.4. RECESSED METAL ADJUSTABLE PILASTER STRIPS.5. PROVIDE KEY LOCKS WHERE INDICATED, EACH LOCK SHALL BE UNIQUE.6. BOBRICK B-6827 S.S. HAT & COAT HOOKS FOR ALL CLOTHES HOOKS IN SHOWERS.

**NOTE: ALL MILLWORK HARDWARE SUPPLIED & INSTALLED UNDER MILLWORK CONTRACT.

A700 GENERAL NOTES - MILLWORK

AUG

-18

11

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N







ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

15:2

0 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A7.2

2019/07/09

TENDER

MILLWORK PLAN,ELEVATIONS &DETAILS

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

1 : 301 KITCHEN FLOOR PLAN

1 : 305 KITCHENETTE ELEVATION

1 : 3011 NORTH EMS-KTCHN ISLAND ELEV.

1 : 3010 SOUTH EMS-KTCHN ISLAND ELEV.

1 : 302 WEST EMS-KTCHN ISLAND ELEV.

1 : 306 EAST EMS-KTCHN ISLAND ELEV.

1 : 303 WRITE-UP DESK ELEVATION

A7.24 /

A7.212 /

A7.217 /

A7.216 /

A7.215 /

1 : 308 MILLWORK - RUNWAY

A7.214 /

A7.213 /

1 : 257 RUNWAY - MILLWORK

PROVIDE 2 - DUPLEXPOWER OUTLETS ONEACH SIDE OF WALLAT COUTER HEIGHTREFER TO ELEC DRAWINGS

A7.29 /

A7.218 /


11

TS

HM - TYPE 'M' HM - TYPE 'L'HM - TYPE 'NL2' HM - TYPE 'G' HM - TYPE '2G' HM - TYPE 'FG' HM - TYPE 'M2'

EQ EQ

HIN

GE

SID

E

MIN. 300 (PUSH SIDE)MIN. 600 (PULL SIDE)

LIN

E O

F FR

AM

E (R

EFE

R T

O F

RA

ME

TYP

ES

)

ED

GE

OF

AD

JAC

EN

T W

ALL

150

00-0001 - DR-1 - DOOR LEGEND AND FRAME TYPES

VARIES

HM FRAME TYPE - WRAP (FRAMED WALL)

DOUBLE STUD AT FRAME (METAL STUD SHOWN)COMBINATION STUD ANCHOR(UNLESS OTHERWISE NOTED)

FRAMED WALL ASSEMBLY

VARIES

HM FRAME TYPE - WRAP (MASONRY WALL)

WIRE ANCHOR(UNLESS OTHERWISE NOTED)

FRAME THROAT TO SUIT WALL THICKNESS

FILL FRAME SOLID

MASONRY WALL

*FOR WALLS < 200MM REFER TO WALL THICKNESS ON DOOR SCHEDULE

*FOR WALLS < 200MM REFER TO WALL THICKNESS ON DOOR SCHEDULE

VARIES (>200MM)

HM FRAME TYPE - BUTT (MASONRY WALL)


FRAME 146 THROAT

FILL FRAME SOLID

MASONRY WALL

*FOR WALLS > 200MM REFER TO WALL THICKNESS ON DOOR SCHEDULE

BULLNOSE EXPOSED CORNER

FRAME TYPES

DOOR TYPES

VARIES

HM FRAME TYPE - BUTT (EXTERIOR WALL)

2-PLY 38x89 WOOD BLOCKING AT JAMB (TYP.) ANCHORED TO WALL ASSEMBLY

FRAME -146 THROAT

INSULATED FRAME

WALL

WALL CAVITY

BUTTERFLY WALL ANCHOR AND ANCHOR BOLT

VARIES

ALUM FRAME TYPE - BUTT (INTERIOR WALL)


MASONRY WALL

FRAME THROAT TO SUIT WALL THICKNESS LINE OF FINISHED WALL

CAULK

VARIES

ALUM FRAME TYPE - BUTT (EXTERIOR WALL)

2-PLY 38x89 WOOD BLOCKING AT JAMB (TYP.) ANCHORED TO WALL ASSEMBLY

THERMALLY BROKEN ALUMINUM FRAME

WALL

WALL CAVITY

BUTTERFLY WALL ANCHOR AND ANCHOR BOLT

LINE OF FINISHED WALL CAULK

EQ EQ

EQ EQINTEXT

INTEXT

EQ.EQ.

EQ EQ

THERMALLY BROKEN ALUMINUM FRAME

1922

565

020

0

1075

150 150

180

1910

75

150 150150 150

1940

014

00

150 150

180

225

19

WIDTH

DOOR TYPE

MIN

. DIS

TAN

CE

FR

OM

FR

AM

E T

O C

OR

NE

R

19

150 150

MIN. CLEARANCE FROM FRAME TO SWITCHES OR CONTROLS (TYP.)

WIDTH

HEI

GH

T

WIDTH

19H

EIG

HT

HEI

GH

T

CL

CL

CL

EQ EQ

CAULK

1350

CL

DECAL STRIP

FIRE PROTECTION RATED GLASS IN RATED DOORS (TYP.)WIRE GLASS IN EXTERIOR DOORS (TYP.)

180

HM - TYPE 'NL1'

150 150

1912

0160

0

FIRE PROTECTION RATED GLASS IN RATED DOORS (TYP.)



ASTRAGAL

ED

GE

OF

AD

JAC

EN

T W

ALL

LATC

H S

IDE

NOTES:1. SHOP DRAWING REQUIRED PRIOR TO FABRICATION. SHOP DRAWINGS SHALL REFERENCE DOOR TYPE ELEVATIONS AS SHOWN2. DOOR AND FRAME MATERIAL - REFER TO SCHEDULE.3. ALL DOORS AND FRAMES IN RATED ASSEMBLIES SHALL BE APPROPRIATELY LABELLED4. CAULK AND PAINT ALL EXPOSED EDGES OF DOORS AND FRAMES5. UNDERCUT DOORS WHERE INDICATED ON DRAWINGS6. REFER TO MECHANCIAL DRAWINGS FOR LOUVER SIZES IN TYPE 'L' DOORS7. ALL LITES IN EXTERIOR DOORS SHALL BE SEALED AND THERMALLY BROKEN8. ALL EXTERIOR DOOR FRAMES SHALL BE FILLED WITH CLOSED CELL FOAM INSULATION (JAMBS AND HEAD)9. ALL EXTERIOR DOORS SHALL BE COMPLETELY WEATHERSTRIPPED AND GASKETED10. ALL EXTERIOR DOORS SHALL HAVE A PREFABRICATED ALUMINUM THRESHOLD11. CAULK FRAME TO FLOOR AT EXPOSED CONCRETE FLOOR FINISHES12. PROVIDE DOOR BUMPERS ON ALL STEEL FRAMES

TYPICAL DOOR INSTALLATION DETAILS

UN

DE

RC

UT

DO

OR

WH

ER

E N

OTE

D- S

EE

AR

CH

ITE

CTU

RA

L A

ND

ME

CH

AN

ICA

L

DOOR OPERATOR (WHERE NOTED)

LOU

VER

(H)

225

EQ. 481 EQ.

LOUVER(W)

HIN

GE

SID

E

DOOR TYPE

LATC

H S

IDE

FIRE DOOR INSTALLATION DETAILS

19MM MAX. CLEARANCE BETWEEN DOOR EDGE AND FINISHED FLOOR/THRESHOLD

3.18MM CLEARANCE BETWEEN DOOR EDGE AND FRAME(1.59 MIN./ 4.77 MAX)

3.18MM CLEARANCE BETWEEN DOOR EDGE AND FRAME(1.59 MIN./ 4.77 MAX)

* ALL FIRE DOOR INSTALLATIONS

SHALL CONFORM TO NFPA 80

JUN

E-17

60

SPACED

EQUALLY60

75 (typ.)

R 25

DECAL STRIP IN ACCORDANCE WITH OBC 3.8.3.3

ACTIVE LEAF - LEFT DOOR UNLESS OTHERWISE NOTED

REF

. TYP

. FM

H D

ETAI

LS

(DOOR IN OPEN POSITION)

MIN. 865 CLEAR

LINE OF DOOR IN OPEN POSITION

MIN

. DIS

TAN

CE

FR

OM

FR

AM

E T

O C

OR

NE

R

ALUM - TYPE 'FG'

89 89

8617

219

1350

CL

DECAL STRIP

46

SPACED

EQUALLY 46

75 (typ.)

R 25

DECAL STRIP IN ACCORDANCE WITH OBC 3.8.3.3


THROAT BACKBENDBACKBEND

FACE OF DOOR FRAME

JAMB DEPTH

FACE OF DOOR FRAME

HM FRAME DEFINITIONS

OHD110J

NL1110A

G112

M112B

M107

M106

M112A

M109

M108

FG100B

FG100AFFD

110FFFD110E

FFD110D

FFD110C

OHD110I

OHD110H

OHD110G

NL1110B

VESTIBULE

100

ACCESSCORRIDOR

101

KITCHEN /DINING

102LOUNGE

ROOM

103

WRITE-UPROOM

104

LOCKERROOM

105

FEMALEWASHROOM/ SHOWER

107


106

OXYGENSTORAGE

112

MEDICALSTORAGE

111

I.T ROOM

109

UTILITYROOM

108

VEHICLEBAYS

110

FG101

FG104

CR CR CR CR CR

CR

CR CR CR CR

CRDO

CR

CRDO

DO

DO

CR

CR

DO

DO

WD103

DO

DO

TRACK LENGTH

2400

150

1900

250250

50

100

DOOR OPENING

1100

RO

UG

H O

PEN

ING

2200

SOLID WOOD CORE DOOR. PAINTED WHITE.

DOOR PULL - BOTH SIDES

200

GLASS

SIDEWALL MOUNTED TRACK TO BLOCK WALL. BOTTOM OF TRACK SHALL BE PAINTED BLACK.

SOLID FILL CONCRETE BLOCK AT SLIDING DOOR TRACK

A700-101410-ECS-1

JAN

-19

EMERGENCY CALL SYSTEM OPERATION

1. DOOR IS NORMALLY CLOSED AND UNLOCKED.

2. THE DOOR CAN BE MANUALLY OPENED OR AUTOMATICALLY OPENED VIA THE EXTERIOR HANDICAP ACTUATOR (A).

3. ONCE A USER HAS ENTERED THE WASHROOM, DOOR CAN BE LOCKED VIA THE "PUSH TO LOCK" BUTTON (B) WHICH WILL: A. LOCK THE ELECTRIC STRIKEB. DISABLE OUTSIDE HANDICAP ACTUATORC. PREVENT AUTOMATIC DOOR OPERATOR

FROM OPENING DOOR. D. THE "LOCKED" INDICATOR (C) NEXT TO

"PUSH TO LOCK" BUTTON AND EXTERIOR "OCCUPIED" INDICATOR (D) WILL BE ON.

4. EXIT SHALL BE ALWAYS FREE BY INSIDE HANDICAP ACTUATOR (E) OR BY OPENING DOOR MANUALLY, "LOCKED" AND "OCCUPIED" INDICATORS SHALL TURN OFF.

5. IN CASE OF EMERGENCY, THE USER CAN PUSH THE EMERGENCY CALL BUTTON (F)WHICH WILL:A. ACTIVATE VISUAL AND AUDIBLE SIGNALS

(G) INSIDE AND OUTSIDE OF THE WASHROOM.

B. ALARM IS RESET AT THE EMERGENCY PUSH BUTTON SWITCH.

6. EMERGENCY ACCESS INTO WASHROOM SHALL BE BY USE OF A KEY IN OUTSIDE LEVER HANDLE (H).

OUTSIDE WASHROOM - AT DOOR

INSIDE WASHROOM - AT DOOR

IF NOTED CLEARANCES ARE NOT ACHIEVABLE NOTIFY CONSULTANT FOR

ALTERNATE LOCATION PRIOR TO ROUGH-IN

LOCKED INDICATOR (C)PUSH TO LOCK BUTTON (B)ACTUATOR SWITCH (E)

LATCH SIDE(INSIDE WASHROOM)

LATCH SIDE(OUTSIDE WASHROOM)

IPSUM LOREM

ACTUATOR SWITCH (A)

OCCUPIED INDICATOR (D)

CL

WASHROOM SIGN

WASHROOM KEY BOX (H)

CL

EMERGENCY CALL HORN/STROBE (G)

IN THE EVENT OF AN EMERGENCY PUSH

EMERGENCY BUTTONAND AUDIBLE AND

VISUAL SIGNALWILL ACTIVATE

CL

EMERGENCY CALL BUTTON (F)

1000

mm

A.F

.F.

EMERGENCY CALL BUTTON SIGN

EMERGENCY CALL HORN/STROBE (G)

FIN. WALL

500 FROM

INSIDE WASHROOM - AT TOILET

CL

900

MIN

. - 1

100

MAX

.

A B B

A B B

2130

A.F

.F.

2130

A.F

.F.

900

MIN

. - 1

100

MAX

.

A = 350B = 150

CL

A = 350B = 150

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N







ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

37:3

6 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A8.1

2019/07/09

TENDER

DOOR FINISHSCHEDULES &UNIVERSALWASHROOMOPERATION

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

A8.12 /

1 : 1001 DOOR SCHEDULE KEY PLAN

DOOR SCHEDULE

No. FROM TO

DOORS FRAMES

FRR

-D

HARDWARE

COMMENTSWID

TH

HEI

GH

T

THIC

KN

ESS

TYPE

DOO

R M

ATL

INSU

LATE

D

FRA

ME

TYPE

FRAM

E M

ATL

THR

ESHO

LD

KIC

K P

LATE

DO

OR

SW

EEP

DO

OR

BEL

L

KEY

PAD

CAR

D RE

ADER

DO

OR

CO

NTAC

T

ELEC

TRIC

STR

IKE

REX

EXIT

DEV

ICE

DO

OR

OPE

RATO

R

DO

OR

CLO

SER

PUSH

TO

LO

CK

LOC

KSET

100A VESTIBULE EXTERIOR 1100 2150 51 FG AL Yes AL AL Yes No Yes No No Yes Yes Yes Yes Yes Yes Yes No STOREROOMDOOR OPERATOR MUST BE INTEGRATED WITH ACCESSCONTROL BY USE OF CX 12 PROVIDED BY OPERATORSUPPPLIER

100B ACCESS CORRIDOR VESTIBULE 1100 2150 51 FG AL No AL AL No No No No No No No No No Yes Yes Yes No PASSAGE101 ACCESS CORRIDOR VEHICLE BAYS 1100 2150 51 FG HM No BUTT HM 1.5HR Yes No No No No No No No No Yes No No No PASSAGE FIRE RATED GLASS AS PER SPECIFICATIONS103 LOUNGE ROOM WRITE-UP ROOM 1300 2760 45 WD WD No N/A N/A No No No No No No No No No No No No No N/A SOLID WOOD CORE SLIDING DOOR c/w WINDOW104 WRITE-UP ROOM EXTERIOR 1100 2150 51 FG AL Yes AL AL Yes No Yes No No Yes Yes Yes Yes Yes No Yes No STOREROOM

106 LOCKER ROOM MALE WASHROOM /SHOWER 965 2150 45 M HM No WRAP HM No Yes No No No No No Yes No No Yes Yes Yes STOREROOM TO COMPLY WITH AODA REGULATION UNIVERSAL

WASHROOM

107 LOCKER ROOM FEMALE WASHROOM /SHOWER 965 2150 45 M HM No WRAP HM No Yes No No No No No Yes No No Yes Yes Yes STOREROOM TO COMPLY WITH AODA REGULATION UNIVERSAL

WASHROOM108 VEHICLE BAYS UTILITY ROOM 965 2150 45 M HM No WRAP HM 1.5HR No Yes No No No No No No No Yes No Yes No PASSAGE DOOR SHALL BE UNDERCUT 25mm109 ACCESS CORRIDOR I.T ROOM 965 2150 45 M HM No WRAP HM Yes Yes No No No Yes Yes Yes Yes No No No No STOREROOM

110A EXTERIOR VEHICLE BAYS 965 2150 45 NL1 HM Yes BUTT HM Yes Yes Yes No No Yes Yes Yes Yes No No No No STOREROOM110B EXTERIOR VEHICLE BAYS 965 2150 45 NL1 HM Yes BUTT HM Yes Yes Yes No No Yes Yes Yes Yes No No No No STOREROOM

110C EXTERIOR VEHICLE BAYS 3600 3600 54 FFD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AFOUR-FOLD DOOR, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110D EXTERIOR VEHICLE BAYS 3600 3600 54 FFD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AFOUR-FOLD DOOR, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110E EXTERIOR VEHICLE BAYS 3600 3600 54 FFD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AFOUR-FOLD DOOR, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110F EXTERIOR VEHICLE BAYS 3600 3600 54 FFD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AFOUR-FOLD DOOR, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110G EXTERIOR VEHICLE BAYS 3600 3600 50 OHD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AOVERHEAD SECTIONAL, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110H EXTERIOR VEHICLE BAYS 3600 3600 50 OHD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AOVERHEAD SECTIONAL, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110I EXTERIOR VEHICLE BAYS 3600 3600 50 OHD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AOVERHEAD SECTIONAL, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

110J EXTERIOR VEHICLE BAYS 3600 3600 50 OHD AL Yes N/A N/A No No Yes No No Yes No No No No No No No N/AOVERHEAD SECTIONAL, GC TO PROVIDE RELAY FOR CARDACCESS INTEGRATION TO BE WIRED AND TESTED BYSECUIRTY CONTRACTOR.

112 MEDICAL STORAGE VEHICLE BAYS 965 2150 44 G HM No BUTT HM 1.5HR No Yes No No No Yes Yes Yes Yes No No No No STOREROOM112A VEHICLE BAYS OXYGEN STORAGE 965 2150 45 M HM No BUTT HM 1.5HR No Yes No No No No No No No No No No No PASSAGE112B EXTERIOR OXYGEN STORAGE 965 2150 45 M HM Yes BUTT HM Yes Yes Yes No No Yes Yes Yes Yes Yes No Yes No STOREROOM

114 EXTERIOR EXTERIOR GARBAGE ROOM 1800 2150 45 M2 HM Yes BUTT HM No Yes Yes No No No No No No No No Yes No UNICAN LOCK UNICAN LOCK ON EXTERIOR PROGRAMMED TO CODEPROVIDED BY EMS. EACH DOOR SHALL HAVE A LOUVER.

1 : 303 INTERIOR - SLIDING DOOR

A8.14 /


11

TS

PT-1

W

T- 4

PT-1

PT

-2

PT-1

PT

-1

PT-1

PT

-2

PT-1

PT

-1

PT-1

PT

-1

PT-1 PT

-1 PT-1

PT

-1

PT-1

PT

-1

PT

-2

PT-2 PT

-2

PT-2

PT-2

PT

-2 PT

-2

PT-2

PT-2

PT-2

PT

-2

PT

-2

PT-1

PT

-1

PT-1

PT

-1

PT

-1 PT-1

PT

-1

PT-1 PT

-2

PT-1

PT

-1

PT-1

PT

-1

PT

-1

PT-1

PT-1

PT-1

PT

-1

PT-1 PT

-1 PT-1

PT

-1

PT-1

PT

-1

PT-1

PT

-1

PT-1

PT

-1

PT-1

PT

-1

PT-1

PT

-1

PT

-1

W

T- 3 WT-1

W

T-1

WT-1

W

T-1

W

T-1

WT-1

WT-1

WT-1 WT-2

W

T-2 WT-2

W

T-2

WT-2 WT-1

W

T-1 WT-1 W

T-1 WT-1

W

T- 3

W

T-1 WT-1

WT-

1 WT-1

WT-2

W

T-1

ALL EXPOSED VERTICAL STEEL FRAME - PT 4 FINISHALL EXTERIOR STEEL JAMBS SHALL BE PAINTED. (TYP)

PT- 4 FINISH TO ALL CEILING JOIST AND DECK

EPOXY PAINTED DANGER AREA

ZONES ON CONCRETE SLAB

(YELLOW)

IS-3

IS-2

560

230

140

ALL EXTERIOR STEEL JAMBS SHALL BE PAINTED PT 4 FINISH (TYP)

ALL EXPOSED EXTERIOR STEEL SHALL BE PAINTED PT 3 FINISH (TYP)

ALL EXPOSED INTERIOR STEEL SHALL BE PAINTED PT 1 FINISH WITHIN CREW AREAS (TYP)

IS-4

IS-2 IS-1IS-2

IS-2

FL-10

CT-1

IS-2

UTILITYROOM

108

LOUNGEROOM

103

KITCHEN /DINING

102

WRITE-UPROOM

104

LOCKERROOM

105

I.T ROOM109

MEDICALSTORAGE

111

OXYGENSTORAGE

112FEMALE

WASHROOM/ SHOWER

107


106

ACCESSCORRIDOR

101

VESTIBULE100

VEHICLEBAYS

110

IS-2

IS-2

11

11

A700-10000-IS-1SE

P-

16

WAYFINDING INTERIOR SINAGETYPE DANSIGN CURVE

FONT FUTURA MEDIUM & FUTURA HEAVY

COLOR 1. INTERIOR SIGNS SHALL BE PANTONE 287C BLUE BACKGROUND WITH WHITE TEXT AND GRAPHICS.2. SURFACE TO HAVE MATTE NON-GLARE FINISH

BRAILLE AND TACTILE LETTERS1. BRAILLE SHALL BE OF "RASTER" METHOD E.G. HOLES DRILLED AND BALL BEARINGS INSERTED

SUITABLY ROUNDED FOR EASY READING

2. BRAILLE DOTS MUST HAVE A DOMED OR ROUNDED SHAPE

3. BRAILING PROCESS USED AND APPLIED ON SIGNAGE SHALL NOT BE SUSCEPTIBLE TO VANDALISM

4. BRAILLE SHALL BE INTEGRAL TO SIGN SURFACE/DESIGN

5. TACTILE SIGNS SHALL HAVE LETTERING AND GRAPHICS THAT ARE RAISED 0.8MM TO 1.5MM ABOVE THE SURFACE OF THE SIGN

6. BRAILLE IS REQUIRED TO BE LOWERCASE, EXCEPT FOR PROPER NOUNS, NAMES AND THE FIRST WORD OF SENTENCES OR INDIVIDUAL LETTERS OF THE ALPHABET

7. THE BRAILLE TEXT/CHARACTERS SHALL ALWAYS BE PLACED IN THE SAME RELATIVE POSITION, MOUNTED NEAR THE BOTTOM EDGE OF SIGNAGE, BELOW OTHER TEXT, SYMBOLS OR TACTILE CHARACTERS. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT

8. ENSURE BRAILLE TEXT IS SEPARATED A MINIMUM OF 9.5MM FROM ANY OTHER TACTILE CHARACTERS

9. WHERE TACTILE CHARACTERS ARE USED, ENSURE EDGES ARE BEVELED AND SMOOTH

NOTE: IT IS THE RESPONSIBILITY OF THE SIGN SUPPLIER TO VERIFY THAT A BRAILLE PROOFREADER HAS APPROVED FINAL ARTWORK. BRAILLE DOTS SHOWN IN THIS GUIDELINE ARE TO SHOW PLACEMENT ONLY

OFFICE/ROOM SIGNS (CHANGEABLE MESSAGE)

TYPE

DANSIGN PAPERFLEX CURVE SIGN WITH A MAGNETIC LOCKING SYSTEM AND TAMPER PROOF PAPER INSERT SYSTEM

MATERIALLACQUERED ABS WITH EXTRUDED ALUMINUM BRACKETS

MESSAGEVINYL ROOM NUMBER ON HEADER PANEL AND PAPER INSERT WITH ROOM NAME OR OCCUPANT'S NAME

INSTALLATIONMOUNTED AT 1500MM TO CENTRELINE ABOVE THE FINISHED FLOOR AND 150MM AWAY FROM THE DOOR FRAME

ROOM SIGNS (PERMANENT MESSAGE)

MATERIAL

LACQUERED ABS WITH EXTRUDED ALUMINUM BRACKETS

MESSAGE

VINYL ROOM NUMBER ON HEADER PANEL AND VINYL ROOM NAME ON BODY PANEL

INSTALLATION

MOUNTED AT 1500MM TO CENTRELINE ABOVE THE FINISHED FLOOR AND 150MM AWAY FROM THE DOOR FRAME

WASHROOM SIGNS

MATERIAL

LACQUERED ABS WITH EXTRUDED ALUMINUM BRACKETS.

MESSAGE

TACTILE TEXT AND PICTOGRAM AND BRAILLE

INSTALLATION

MOUNTED AT 1500MM TO CENTRELINE ABOVE THEFINISHED FLOOR AND 150MM AWAY FROM THE DOOR FRAME, ADJACENT TO THE DOOR HANDLE

###

150

150

NAME

###

150

150

NAME

HEADER PANEL 25mm FONT (FUTURA HV BT)PAPER INSERT 15mm FONT (FUTURA MD BT)

HEADER PANEL 25mm FONT (FUTURA HV BT)

BODY PANEL WITH 15mm FONT (FUTURA MD BT)

BLUE BACKGROUND WITH WHITE TEXT

BLUE BACKGROUND WITH WHITE TEXT

WOMEN

1500

mm

FR

OM

F.F

.

150mm FROM DOOR FRAME

IS-1

IS-2

WOMEN MEN

200

200

IS-3 IS-4

WOMEN MEN

IS-5 IS-6

A700 6400-DSFFD-1

1093

75 3450 75

7594

575

EQEQ

TEXT 200mm HIGH EPOXY PAINT

(ARIAL FONT, YELLOW COLOUR)

200

DOOR OPENING

3600

OC

T-15

BORDER75mm EPOXY PAINT (YELLOW COLOUR)

1545

EQ EQ

CL

CL

ISSUE OR REVISION

PR

OJE

CT

:

DWG TITLE

PROFESSIONAL SEAL

N N







ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :


DRAWN BYSCALE

DATE

ORIENTATION

8/21

/201

9 4:

55:2

5 PM

As indicated

11

1509

YOR

K R

EGI O

N P

RS

STAT

ION

#2 9

T-1

9 -1 6

SRL

A8.2

2019/07/09

TENDER

ROOM FINISHSCHEDULE

107

GLE

N C

AMER

ON

RO

AD, M

ARKH

AM

ROOM FINISH SCHEDULE

NUMBER ROOM NAME

FLOOR WALLS CEILING

COMMENTS

FIN

ISH

BA

SE F

INIS

H

NO

RTH

EAST

SOU

TH

WES

T

FIN

ISH

HEIGHT100 VESTIBULE CT-1 CT-1 PT-1 PT-1 PT-1 PT-1 PT-1 2750101 ACCESS CORRIDOR CT-1 CT-1 PT-1 N/A PT-1 PT-1 PT-1 2750102 KITCHEN / DINING CT-1 CT-1 PT-1 PT-1 PT-1 WT-4 PT-1 2750103 LOUNGE ROOM CT-1 CT-1 PT-1 PT-2 PT-1 N/A PT-1 2750104 WRITE-UP ROOM CT-1 CT-1 PT-1 PT-2 PT-1 PT-1 PT-1 2750105 LOCKER ROOM CT-1 CT-1 PT-1/PT-2 PT-1/PT-2 PT-1/PT-2 PT-1/PT-2 PT-1 2750106 MALE WASHROOM / SHOWER CT-1 / CT-2 WT-1 / WT-2 WT-1 / WT-2 WT-1 / WT3 WT-1 / WT2 WT-1 / WT2 PT-1 2750107 FEMALE WASHROOM / SHOWER CT-1 / CT-2 WT-1 / WT-2 WT-1 / WT2 WT-1 / WT2 WT-1 / WT2 WT-1 / WT3 PT-1 2750108 UTILITY ROOM SC N/A N/A N/A N/A N/A N/A 2750109 I.T ROOM PT-5 N/A N/A N/A N/A N/A PT-4 2750110 VEHICLE BAYS CHC N/A PT-1 PT-1 PT-1 PT-1 PT-4 5500111 MEDICAL STORAGE PT-5 N/A PT-1 PT-1 PT-1 PT-1 PT-1 2750112 OXYGEN STORAGE PT-5 N/A PT-1 PT-1 PT-1 PT-1 PT-4 2750114 EXTERIOR GARBAGE ROOM PT-5 N/A PT-1 PT-1 PT-1 PT-1 PT-4 2438

INTERIOR FINISHES SCHEDULEFLOOR TILE FINSHES

CT-1 STONE TILE - ASH NATURAL 300 x 600 - 1/4 RUNNING BOND - 25% OVERLAPGROUT SHALL BE: MAPEI #107 IRON

CT-2 OLYMPIA TILE - QUEBEC - DARK GREY UNGLAZED MOSAIC 50 x 50 (SHOWERS)GROUT SHALL BE: MAPEI #107 IRON

SC SEALED CONCRETE

CHC COLOR HARDNED CONCRETE

WALL TILE

WT-1 OLYMPIA TILE - WARM WHITE MATTE 100 x 400 - STACK BONDGROUT SHALL BE: MAPEI #38 AVALANCHE

WT-2 OLYMPIA TILE - QUEBEC - DARK GREY UNGLAZED MOSAIC 50 x 50 (SHOWERS)GROUT SHALL BE: MAPEI #107 IRON

WT-3 OLYMPIA TILE - DARK GREY MATTE - 100 x 400 - REGULAR HERRINGBONEGROUT SHALL BE: MAPEI #38 AVALANCHE

WT-4 OLYMPIA TILE - BLACK MATTE - 100 x 400 - STACK BOND (KITCHEN BACKSPLASH)GROUT SHALL BE: MAPEI #38 AVALANCHE

PAINT FINISHES

PT-1 SIMPLY WHITE OC - 117 (ALL WALLS, EXPOSED STEEL WINDOW HEADERS AND COLUMNS IN CREW AREA, AND EXPOSED CIELINGS UNLESS OTHERWISE NOTED)

PT-2 7604 SMOKY BLUE - BENJAMIN MOORE (ACCENT WALLS)

PT-3 FOREST BLACK 30YY 10/038 (HOLLOW METAL DOORS AND FRAMES)

PT-4 DEEP SPACE 2125-20 (SECTIONAL AND FOUR FOLD DOOR JAMB FRAMES, AND ALL EXPOSED VERTICAL STEEL IN BAY AND OUTSIDE, ALL EXPOSED STEEL IN VEHICLE BAY CEILING I.E JOISTS AND DECK, CONDUITS, PIPES, ETC. REFER TO SPECIFICATIONS FOR COLOR FOR GAS AND SPRINKLER PIPES)

PT-5 COROTECH EPOXY - V400-75 BATTLESHIP GREY

1 : 1001 ROOM FINISH SCHEDULE KEY PLAN

A8.22 /

A8.23 /


11

Page 1 of 12

595-16 Cityview Blvd Vaughan , Ontario, L4H 3M7

YORK REGION PRS STATION #29 107 GLEN CAMERON ROAD

Submittal Date: APRIL 10 2019

HARDWARE SCHEDULE FOR

YORK REGION PRS STATION #29107 GLEN CAMERON ROAD

ArchitectTHOMAS BROWN ARCHITECTS INC.

197 SPADINA AVESUITE 200

TORONTO, ONTARIOM5T 2C8

Tel: 416-364-5710

Consultant: SHAUN CRAIG, DHC

Plan Revision: 7, Dated: DEC 5 2018 Submittal Date: APRIL 10 2019

Page 2 of 12




Manufacturers & Finishes

Manufacturers

Cal-Royal ProductsCAMDEN 'CAMDEN

Corbin-Russwin 'Corbin-Russwin

HES 'HES

Ilco-Unican 'Ilco-Unican

K.N. Crowder 'K.N. Crowder

McKinneyNorton 'Norton

Pemko 'Pemko

Rixson 'Rixson

Rockwood ManufacturingSargent 'Sargent

Securitron 'Securitron

Von Duprin 'Von Duprin

Finishes

26D - Satin chromium platedover nickel

630 - Satin stainless steel689 - Aluminum painted

US26D - Satin chromium platedover nickel

US32D - Satin stainless steel

Page 3 of 12




Index of Abbreviations

Door Mat'l

PGS - Paintable Galvanneal Steel

Door Type

FG - Full LiteG - Half LiteM - Flush

NL1 - Narrow Lite

Frame Mat'l

PGS - Paintable Galvanneal Steel

Page 4 of 12




OPENINGS

OpeningNumber(s)

HeadingNum. Qty Location 1

To/From Location 2

NominalWidth

NominalHeight

DoorThicknessHand Label

FrameMat'l

FrameType

DoorMat'l

DoorType Remarks

100A 1 1 EXTERIOR From VESTIBULE 100 1100 2150 51 RHR ALUM AL ALUM FG BY OTHERS100B 2 1 ACCESS

CORRIDOR 101From VESTIBULE 100 1100 2150 51 RHR ALUM AL ALUM FG BY OTHERS

101 3 1 VEHICLE BAYS 110 From ACCESSCORRIDOR 101

1100 2150 44 RHR WH-B PGS BUTT PGS FG

103 4 1 LOUNGE ROOM 103 To/From WRITE-UP ROOM104

1300 2760 44 SLIDING NONEN/A WOOD M

104 5 1 EXTERIOR From WRITE-UP ROOM104

1100 2150 51 LHR ALUM AL ALUM FG

106 6 1 LOCKER ROOM 105 To MALE WASHROOM106

965 2150 44 RH PGS WRAP PGS M

107 6 1 LOCKER ROOM 105 To FEMALEWASHROOM 107

965 2150 44 LH PGS WRAP PGS M

108 7 1 VEHICLE BAYS 110 From UTILITY ROOM 108 965 2150 44 LHR WH-B PGS WRAP PGS M109 8 1 ACCESS

CORRIDOR 101To IT ROOM 109 965 2150 44 LH PGS WRAP PGS M

110A 9 1 EXTERIOR From VEHICLE BAYS 110 965 2150 44 RHR PGS BUTT PGS NL1110B 9 1 EXTERIOR From VEHICLE BAYS 110 965 2150 44 RHR PGS BUTT PGS NL1 FOUR-FOLD

DOOR BY OTHERS110C 10 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 54 FFD N/A N/A ALUM FFD FOUR-FOLD

DOOR BY OTHERS110D 10 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 54 FFD N/A N/A ALUM FFD FOUR-FOLD

DOOR BY OTHERS110E 10 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 54 FFD N/A N/A ALUM FFD110F 10 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 54 FFD N/A N/A ALUM FFD OVERHEAD DOOR

BY OTHERS110G 11 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 50 OHD N/A N/A ALUM OHD OVERHEAD DOOR

BY OTHERS110H 11 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 50 OHD N/A N/A ALUM OHD OVERHEAD DOOR

BY OTHERS110I 11 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 50 OHD N/A N/A ALUM OHD OVERHEAD DOOR

BY OTHERS110J 11 1 EXTERIOR From VEHICLE BAYS 110 3600 3600 50 OHD N/A N/A ALUM OHD OVERHEAD DOOR

BY OTHERS112 12 1 VEHICLE BAYS 110 To MEDICAL STORAGE

111965 2150 44 RH WH-B PGS BUTT PGS G BY OTHERS

112A 7 1 VEHICLE BAYS 110 To OXYGEN STORAGE112

965 2150 44 LH WH-B PGS BUTT PGS M

112B 13 1 EXTERIOR To OXYGEN STORAGE112

965 2150 44 LHR PGS BUTT PGS M

114 14 1 EXTERIOR From EXT. GARBAGEROOM

900, 900 2150 44 RHRA PGS BUTT PGS M2

Page 5 of 12




Hardware Schedule

Heading #1

Item #1 1 Single door 100A, EXTERIOR From VESTIBULE 100 RHR

1100 x 2150 x 51 - ALUM DR x ALUM FR

1 Continuous Hinge MCK-12HD 2150 mm Clear CLEAR1 Exit Device 33A-NL US26D 388 US26D RHR 1100 x 2150 Door US26D/US26D1 Cylinder 8000ICRIM US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Electric Strike 9400-630 - By LENEL 6301 Door Pull BF158 US32D Type 12 HD Mounting US32D1 Auto Door Operator Besam SW200i x FWH2 Push Button CM60/2 6302 Surface Mounted Box CM-69S BLK1 Miscellaneous Item CX 121 Overhead Door Stop 6-536 689 6891 Threshold 252X2AFGx1100 AFG1 Sweep 29326CNBx1100mm C1 Door Contact 3287 - OR SIMILAR BY LENEL1 Card Reader Card Reader By LENEL1 REX Switch REX By LENEL

-Balance of gasketing by Door Supplier. - Pressing actuators button cycles the operator.Manual operation with exit device from inside. REX inside , shuntsthe door contact When door is locked, valid card read Releases the Electric strike and makes push button active,inside push button to unlock strike and open the door. - keyed exterior of exit device is STOREROOM Function . -All wiring high and low voltage, conduit and back boxes by Electrical.

Page 6 of 12




Heading #2

Item #2 1 Single door 100B, ACCESS CORRIDOR 101 From VESTIBULE 100 RHR


1 Continuous Hinge MCK-12HD 2150 mm Clear CLEAR1 Exit Device 33A-NL US26D 388 US26D RHR 1100 x 2150 Door US26D/US26D1 Cylinder 8000ICRIM US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Door Pull BF158 US32D Type 12 HD Mounting US32D1 Auto Door Operator Besam SW100 x FWH x EXU-SI2 Push Button CM60/2 6301 Miscellaneous Item CX 121 Overhead Door Stop 6-536 689 689

-Balance of gasketing by Door Supplier.- Exit device to be doged down during normal use to make it unlocked / PASSAGE function/ Push Pull . - Pushing inside or out side buttons will open door. When door is locked / Undogged opperator must be shut off. -All wiring high and low voltage, conduit and back boxes by Electrical.

Heading #3

Item #3 1 Single door 101, VEHICLE BAYS 110 From ACCESS CORRIDOR 101 RHR

1100 x 2150 x 44 - HM DR x HM FR - WH-B

3 Standard Hinge T4A3786 127mm x 114mm US26D NRP US26D1 Exit Device 99-L-BE-F US26D 996L-BE-R US26D RHR 1100 x 2150 Door US26D/US26D1 Surface Closer CPS7500 689 6891 Kick Plate K1050 200mm X 875mm US26D 4BE SA US26D1 Sweep 29326CNBx1100mm C1 Gasketing S88 BL 5215mm BL1 Threshold 252X3AFGx1100mm AFG

Exit Device is Passage Function

Heading #4

Item #4 1 Single door 103, LOUNGE ROOM 103 To/From WRITE-UP ROOM 104 SLIDING

1300 x 2760 x 44 - WOOD DR x NONE FR

1 Track / Hanger C-818HD x 96" 1DR KIT1 Track / Hanger C-110-BLA x 96" BLA1 Miscellaneous Item C-90DP x 626 x 626

KIT INCLUDES STOP AND FLOOR GUIDE.

Page 7 of 12




Heading #5

Item #5 1 Single door 104, EXTERIOR From WRITE-UP ROOM 104 LHR


1 Continuous Hinge MCK-12HD 2150 mm Clear CLEAR1 Exit Device 33A-NL US26D 388 US26D LHR 1100 x 2150 Door US26D/US26D1 Cylinder 8000ICRIM US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Electric Strike 9400-630 - By LENEL 6301 Door Pull BF158 US32D Type 12 HD Mounting US32D1 Surface Closer CPS7500 689 7788 6891 Miscellaneous Item 68911 Threshold 252X2AFGx1100 AFG1 Sweep 29326CNBx1100mm C1 Door Contact 3287 - OR SIMILAR BY LENEL1 Card Reader Card Reader By LENEL1 REX Switch REX By LENEL

-Balance of gasketing by Door Supplier. -Manual operation with exit device from inside. REX inside , shunts the door contact When door is locked, validcard read Releases the Electric strike, - keyed exterior of exit device is STOREROOM Function . -All wiring high and low voltage, conduit and back boxes by Electrical.

Page 8 of 12




Heading #6

Item #6 1 Single door 106, LOCKER ROOM 105 To MALE WASHROOM 106 RH

Item #7 1 Single door 107, LOCKER ROOM 105 To FEMALE WASHROOM 107 LH

965 x 2150 x 44 - HM DR x HM FR

6 Standard Hinge T4A3386 127mmx 114mm US26D US26D1 Lockset ML2057 LWA/LWA 626/626 LH LC 626/6261 Lockset ML2057 LWA/LWA 626/626 RH LC 626/6262 Cylinder 7000ICMC US26D US26D2 Cylinder 1000ICC US26D GMK US26D2 Electric Strike 1006F-630-LBM HM-630 2005M3 630-LBM2 Auto Door Operator Besam SW100 x FWH x EXU-SI2 Electronic Closer CM45/42 Electronic Closer CM-43-CBL2 Electronic Closer CX-WC13XSM2 Electronic Closer CX-WEC10 6302 Kick Plate K1050 200MM x 914MM" US26D SA US26D2 Wall Stop 406 US32D US32D2 Power Supply BPS-12/24-12 Electrolynx Harness QC-C1500P2 Key Switch MKA2 Coat Hook RM821 US32D US32D2 Key Box Smash Box - mounted between 2 washrooms - HPC511

-Operator mounted inside washroom. Entry by pushing door or by pressing corridor wall mounted operator button.Upon entry and door closing, pressing of interior "push to lock" switch. Egress by using lever trim or by pressingwall mounted operator button. System automatically resets when door opens. Pressing emergancy switchunlocks electric strike and illuminates interior and exterior assistance required indicators and sound local alerts,until help arrives and opens door. System can be configured to open door upon alarm. For maintenancepurposes, corridor side keyswitch secures washroom door and turns corridor side operator actuator off. Relay tobe used to latch wall mount momentary tape switches to maintain assistance required status. Free egress at alltimes. Door is unlocked in a power fail condition.-All wiring high and low voltage, conduit and back boxes by Electrical.

- RELAY INCLUDED IN RESTROOM KIT

Page 9 of 12




Heading #7

Item #8 1 Single door 108, VEHICLE BAYS 110 From UTILITY ROOM 108 LHR

Item #9 1 Single door 112A, VEHICLE BAYS 110 To OXYGEN STORAGE 112 LH

965 x 2150 x 44 - HM DR x HM FR - WH-B

6 Standard Hinge T4A3786 114mm x 102mm US26D NRP US26D1 Latchset ML2010 LWA/LWA 626/626 LH LC 626/6261 Latchset ML2010 LWA/LWA 626/626 LHR LC 626/6262 Surface Closer CPS7500 689 6892 Kick Plate K1050 200MM x 914MM" US26D SA US26D2 Astragal 29326CNB 38" C2 Weatherstripping S88 BL18 BL

Passage Function

Heading #8

Item #10 1 Single door 109, ACCESS CORRIDOR 101 To IT ROOM 109 LH

965 x 2150 x 44 - HM DR x HM FR

3 Standard Hinge T4A3786 114mm x 102mm US26D NRP US26D1 Lockset ML2057 LWA/LWA 626/626 LH LC 626/6261 Electric Strike 1006CLB-630 By LENEL 6301 Cylinder 7000ICMC US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Surface Closer CPS7500 689 6891 Kick Plate K1050 200MM x 914MM" US26D SA US26D1 Card Reader Card Reader By LENEL1 Door Contact 3287 - OR SIMILAR BY LENEL1 REX Switch REX By LENEL

-Valid card read releases the electric strike and door can be pulled open.Door closes and locks. REX inside thelockset shunts the door contact.Storeroom lockset -All wiring high and low voltage, conduit and back boxes by Electrical.

Page 10 of 12




Heading #9

Item #11 1 Single door 110A, EXTERIOR From VEHICLE BAYS 110 RHR

Item #12 1 Single door 110B, EXTERIOR From VEHICLE BAYS 110 RHR

965 x 2150 x 44 - HM DR x HM FR

2 Continuous Hinge MCK-12HD 2150 mm Clear CLEAR2 Exit Device 99-L-NL US26D 996L-NL-R US26D RHR 965 x 2150 Door US26D/US26D2 Electric Strike 9400-630 - By LENEL 6302 Cylinder 8000ICRIM US26D US26D2 Cylinder 2000ICC2 Cylinder 1000ICC US26D GMK US26D2 Surface Closer UNI7500 689 (965 Door) x 6191B-25 6892 Kick Plate K1050 200MM x 914MM" US26D SA US26D2 Weatherstripping 2891AS-38" x 85" A2 Threshold 252X3AFG38" AFG2 Astragal 29326CNB 38" C2 Door Contact 3287 - OR SIMILAR BY LENEL2 Card Reader Card Reader By LENEL2 REX Switch REX By LENEL

. Manual operation with exit device from inside. REX inside shunts the door contact.When door is locked, validcard read releases the electric strike and door can be pulled open.- Extreior keyed side is Storeroom function.

-All wiring high and low voltage, conduit and back boxes by Electrical.

Heading #10

Item #13 1 Single door 110C, EXTERIOR From VEHICLE BAYS 110 FFD

Item #14 1 Single door 110D, EXTERIOR From VEHICLE BAYS 110 FFD

Item #15 1 Single door 110E, EXTERIOR From VEHICLE BAYS 110 FFD

Item #16 1 Single door 110F, EXTERIOR From VEHICLE BAYS 110 FFD

3600 x 3600 x 54 - ALUM DR x N/A FR

4 Card Reader Card Reader By LENEL4 REX Switch REX By LENEL4 OH Door Contact OH DOOR CONTACT BY LENEL

FOUR FOLD DOORS COMPLEATE BY DOOR MANUFACTURE.

Page 11 of 12




Heading #11

Item #17 1 Single door 110G, EXTERIOR From VEHICLE BAYS 110 OHD

Item #18 1 Single door 110H, EXTERIOR From VEHICLE BAYS 110 OHD

Item #19 1 Single door 110I, EXTERIOR From VEHICLE BAYS 110 OHD

Item #20 1 Single door 110J, EXTERIOR From VEHICLE BAYS 110 OHD

3600 x 3600 x 50 - ALUM DR x N/A FR

4 REX Switch REX By LENEL4 Card Reader Card Reader By LENEL4 OH Door Contact OH DOOR CONTACT BY LENEL

OVER HEAD DOOR COMPLEAT BY MANUFACTURE

Heading #12

Item #21 1 Single door 112, VEHICLE BAYS 110 To MEDICAL STORAGE 111 RH

965 x 2150 x 44 - HM DR x HM FR - WH-B

3 Standard Hinge T4A3786 114mm x 102mm US26D NRP US26D1 Lockset ML2057 LWA/LWA 626/626 RH LC 626/6261 Electric Strike 1006CLB-630 By LENEL 6301 Cylinder 7000ICMC US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Surface Closer CPS7500 689 6891 Kick Plate K1050 200MM x 914MM" US26D SA US26D1 Card Reader Card Reader By LENEL1 Door Contact 3287 - OR SIMILAR BY LENEL1 REX Switch REX By LENEL

-Valid card read releases the electric strike and door can be pulled open.Door closes and locks. REX inside thelockset shunts the door contact.Storeroom lockset -All wiring high and low voltage, conduit and back boxes by Electrical.

Page 12 of 12




Heading #13

Item #22 1 Single door 112B, EXTERIOR To OXYGEN STORAGE 112 LHR

965 x 2150 x 44 - HM DR x HM FR

1 Continuous Hinge MCK-12HD 2150 mm Clear CLEAR1 Lockset ML2057 LWA/LWA 626/626 LHR LC 626/6261 Cylinder 7000ICMC US26D US26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D1 Surface Closer CPS7500 689 6891 Armor Plate K1050 900mm x 875mm US32D 4BE US32D1 Threshold 252X3AFG38" AFG1 Astragal 29326CNB 38" C1 Weatherstripping 2891AS-38" x 85" A1 Door Contact 3287 - OR SIMILAR BY LENEL1 Card Reader Card Reader By LENEL1 Electric Strike 1006CLB-630 By LENEL 6301 REX Switch REX By LENEL

LOCK IS STOREROOM FUNCTION.

Heading #14

Item #23 1 Pair of doors 114, EXTERIOR From EXT. GARBAGE ROOM RHRA

900, 900 x 2150 x 44 - PGS DR x HM FR

2 Continuous Hinge MCK-12HD 2134 mm Clear CLEAR1 Surface Bolt 585-12" US26D US26D1 Surface Bolt 585-24" US26D US26D1 Lockset LL1021S-26D-41 - RHR 26D1 Cylinder 2000ICC1 Cylinder 1000ICC US26D GMK US26D2 Surface Closer UNI7500H 689 (900 Door) x 6191B-25 6891 Threshold 252X3AFGx1800mm AFG2 Sweep 29326CNB 900mm C1 Gasketing 2891AS-2@2134,1@1800 A1 Astragal 357C x S88 x 2134mm C

Unican lockset to be programed to code Provided by owner

MECHANICAL-ELECTRICAL ADDENDUM ME-1 Page 1

August 23, 2019

Contract No. T-19-16 YORK EMS STATION #29 107 Glen Cameron Road, Markham, ON Regal Project No 2016-147

REGAL CONSULTING ENGINEERS INC. 201-2359 Royal Windsor Drive,

Mississauga, ON L5J 4S9

This addendum forms part of the Contract Documents and amends the original bidding requirements, Drawings and Specifications, as noted below.

MECHANICAL DRAWINGS

1. Mechanical Drawings have been revised and re-issued with this Addendum. Please delete the

mechanical Drawings in your possession and replace them with the revised version included with this Addendum.

ELECTRICAL DRAWINGS

1. Electrical Drawings have been revised and re-issued with this Addendum. Please delete the electrical Drawings in your possession and replace them with the revised version included with this Addendum.

MECHANICAL SPECIFICATIONS The following revisions have been made in the mechanical Specification Sections:

1. Refer to Section 22 42 01

Replace subsection 2.6.2 Interior Wall Hydrants with “.2 Interior Wall Hydrant, (H-2):

.1 Watts Drainage model HY-300-2 (Duo-Temp Mild climate Wall Hydrant Encased Type)

.2 Concealed key operated dual-temp mild climate wall hydrant with nickel bronze box and door, polished bronze hydrant face, 3/4" (19 mm) hose connection, all bronze head, seat casing and internal working parts, galvanized wall casing and hydrant key. “

2. Refer to section 25 90 00

Revise the heading subsection 1. General, Item 2. to read as follows

1. Acceptable BAS Contractors are: Automated Logic Delta Controls

Reliable Controls (Set Point). Or equivalent


Add the following requirements to this Section:

Gas Sub Meter:

1. Meter to be supplied and installed by the mechanical Subcontractor as shown on the Drawings.

2. Meter to be supplied with complete pulse output. 3. Sub Meter by American Meter, Itron or Norgas or equivalent are acceptable. 4. Pulse output should be complete with wiring harness.

Luneyko, Tatyana

Please review my revisions in this document.

MECHANICAL-ELECTRICAL ADDENDUM ME-1 Page 2

August 23, 2019

Contract No. T-19-16 YORK EMS STATION #29 107 Glen Cameron Road, Markham, ON Regal Project No 2016-147

REGAL CONSULTING ENGINEERS INC. 201-2359 Royal Windsor Drive,

Mississauga, ON L5J 4S9

5. BAS Subcontractor to supply intrinsically safe barrier as required. 6. Manufacturer’s technician shall be on Site for the startup, to be included with the

meter supply.

Water Sub Meter:- 7. Meter shall be supplied and installed by the mechanical Subcontractor as shown

on the Drawings. 8. Meter must have Dual pulse contacts (1 for utility and 1 for BAS) or separate meter for

BAS with pulse contacts.

ELECTRICAL SPECIFICATIONS

The following revisions have been made to the electrical Specification Sections:

1. Refer to Section 26 09 13 under Part 2 Products 2.0 and revise as follows

Energy Meter and Sub Meter 1. Meter shall be supplied and installed by electrical Subcontractor as shown on the Drawings. 2. Meter to be supplied complete with pulse output. 3. Meters must be BACnet listed. 4. Manufacturer’s technician shall be on site for the startup, to be included with meter

supply.


Revised specification section 26 30 00 is attached.


Revised Power Generator Specification Section is attached.


Lighting Fixtures – Lithonia lighting fixtures are treated as equivalent.


Lighting Control Systems – Acuity Lighting Controls should be treated as equivalent.

Attachments: Replacement Mechanical and Electrical Drawings Replacement Specification Section 26 30 00 Replacement Specification Section 26 30 10

END OF MECHANICAL-ELECTRICAL ADDENDUM ME-1

Luneyko, Tatyana

Please ensure that this list of attachments is accurate and complete

T

T

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Authorization (signature)

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR

TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES


A 197 SPADINA AVE, SUITE 500, TORONTO, ON

T: 416-364-5710 EXT 101

W: WWW.TBROWNARCH.COM

THE CONTENTS OF THIS DRAWING AND SPECIFICATIONS

REMAIN THE COPYRIGHT PROPERTY OF

THOMAS BROWN ARCHITECT INC.

AND MUST BE RETURNED UPON COMPLETION OF THE WORK.

ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE

1ISSUED FOR REVIEW 2018-05-14

2ISSUED FOR 80% REVIEW 2018-10-02

3ISSUED FOR 90% DESIGN DEVELOPMENT 2018-11-21

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2359 Royal Windsor Drive, Suite 201, Misissauga, Ontario L5J 4S9

PHONE: (905)855-3010

www.regal-eng.com

RCEI

REGAL CONSULTING ENGINEERS INC.

CONSULTING MECHANICAL & ELECTRICAL ENGINEER S


5ISSUED FOR BUILDING PERMIT 2019-03-14

6ISSUED FOR ADDENDUM ME-1 2019-08-20

N.T.S.DH

LEAD SHEET

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

NFWH

FL-1

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

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DRAINAGE FLOOR

PLAN

1:75

DH

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

NFWH

FL-1

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

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PLUMBING FLOOR

PLAN

1:75DH

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

NFWH

FL-1

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SPRINKLER FLOOR

PLAN

1:75 DH

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

NFWH

FL-1

CO

/N

Ox

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

CO

/N

Ox

EF-2

EF-3

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HVAC FLOOR PLAN

1:75 DH

TAG FIXTURN NAME

SANITARY VENT DCWS DHWS TEMPERED REMARKS

MM INS MM INS MM INS MM INS MM INS

W1

BARRIER FREE FLUSH VALVE

WATER CLOSET

75 3.00 38 1.50 32 1.25 - - - -

L1

BARRIER FREE COUNTERTOP

LAVATORY

32 1.25 32 1.25 13 0.50 13 0.50 13 0.5

SH1 BARRIER FREE SHOWER - - - - 13 0.50 13 0.50 19 0.75

SH1 SHOWER HEAD SET - - - - 13 0.50 13 0.50 19 0.75

S1

SINGLE COMPARTMENT

STAINLESS STEEL SINK

38 1.50 32 1.25 13 0.50 13 0.50 - -

S2

SINK PROVIDED BY GENERAL

CONTRACTOR, REFER TO

ARCHITECTURAL

SPECIFICATIONS, FAUCET

PROVIDE BY MECHANICAL

CONTRACTOR

38 1.50 32 1.25 13 0.50 13 0.50 - -

MS1 MOP SINK 75 3.00 38 1.50 19 0.75 19 0.75 - -

EW EMERGENCY EYE WASH 32 1.25 32 1.25 19 0.75 19 0.75 19 0.75

HB HOSE BIB - - - - 13 0.50 13 0.50 13 0.50

HR HOSE REEL - - - - 13 0.50 13 1.50 13 1.50

NFWH NON-FROZEN WALL HYDRANT - - - - 13 0.50 - - - -

FD FLOOR DRAIN 75 3.00 38 1.50 10 0.38 - - - -

FFD FUNNEL FLOOR DRAIN 75 3.00 38 1.50 10 0.38 - - - -

TSP TRAP SEAL PRIMER - - - - 10/13 0.38/0.50 - - - -ONE - 10MM/0.38" PER FD, FFD, HD, PD

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www.regal-eng.com

RCEI






1:75 DH

MECHANICAL

SCHEDULES

FULL HEIGHT LOCKABLE SPLITTER DAMPER

`L'=1-1/2 D FOR 8" (200mm) TO 24" (600mm)

`L'=1-1/4 D FOR OVER 24" (600mm)

INLINE EXHAUST FAN/ HRV UNIT

CEILING

TRANSFORMATION AS REQUIRED

FLEXIBLE DUCT CONNECTION

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RCEI






N.T.S DH

MECHANICAL

DETAILS - 1

S

T

T

FOR DETAILS OF CABLE,

HARDWARE AND INSERTS.

STANDARD EQUIPMENT HANGER

ROD AND ISOLATOR

SLACK CABLE RESTRAINT.

TYPICAL OF 4.

REFER TO DWG. 2 OF 2

CABLES TO BE TAUT, NOT

INTERFERE WITH SPRING

ISOLATORS FOR EQUIPMENT.

STRUCTURE - CONFORM TYPE OF

ANCHOR WITH STRUCTURAL ENGINEER

- SUBMIT SAMPLES AS REQ'D.

SUSPENDED

MECHANICAL

EQUIPMENT

SUSPENDED

MECHANICAL

EQUIPMENT

45° NOMINAL

ATTACH ONLY TO MEMBERS

WITH THE APPROVAL OF THE

STRUCTURAL ENGINEER.

REFER TO DRAWING 2 OF 21.

NOTES:

PROVIDE CABLE RESTRAINT AT EACH OF

4 CORNERS OF THE UNIT.

3/8"(9mm) MACHINE

BOLT, NUT AND

LOCK WASHER.

SECURE TO UNIT FRAME.

CORNER OF

SUSPENDED

MECHANICAL

EQUIPMENT.

HILTI HSL HEAVY DUTY

1/2"(12mm)~ STEEL INSERT BOLT AND

EXPANSION ANCHOR INTO CONCRETE.

PROVIDE LOCK WASHER BETWEEN

BRACKET AND NUT.

2"x2"x 1/4"(50mm x 50mm x 6mm) x 1"(25mm) WIDE

STEEL ANGLE BRACKET WITH NEOPRENE

GROMMET @ THIMBLE END.

TYPICAL AT EACH END OF CABLE.

DO NOT OVER DRILL BRACKET AT

STRUCTURE AND EQUIPMENT

CONNECTIONS.

HEAVY WIRE ROPE

THIMBLES.

U-BOLT CLIPS

2 PER END, ORIENTED

AS SHOWN.

1/4"(6mm) DIAMETER

AIRCRAFT CABLE.

TENSION CABLE ONLY

ENOUGH TO REMOVE

SAG.

1

2

MAX.

THIS DETAIL APPLIES FOR UNIT WEIGHTS UP

TO 500 LBS. MAX. FOR OTHER WEIGHTS

CONSULT THE ENGINEER.

PROVIDE SLACK CABLE RESTRAINT.

NOTES:

1.

2.

3.

CO/NOx

CO/NOx

C

DX

HSP

1

T

T

T

T

T

T

CO2

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www.regal-eng.com

RCEI






N.T.S. DH

MECHANICAL

DETAILS - 2

H

EX

EX

2

VOLT

LAMP

MOUNT REMARKS

WATT TYPE COL.

”

”

ECUH-1

EBH-1

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$

NOTES:

ALECTRA WILL SUPPLY AND INSTALL THE FOLLOWING:

1. 120/208V PHASE 4 WIRE POLE MOUNTED TRANSFORMER WITH

KVA RATING TO SUIT LOAD REQUIREMENTS.

2. PRIMARY HIGH VOLTAGE CABLES.

3. POWER CONNECTION AT HYDRO POLE, PRIMARY AND

SECONDARY SIDE OF TRANSFORMER.

4. HYDRO METER

5. CONTRACTOR TO CARRY A CASH ALLOWANCE AS PER

SPECIFICATIONS FOR ITEM 1,2,3&4 TO BE DONE BY ALECTRA.

6. CONTACT ALECTRA UTILITY TEL: 905-273-9050.

ELECTRICAL CONTRACTOR SHALL SUPPLY & INSTALL THE

FOLLOWING:

1. 2-103MM SECONDARY DUCTS ENCASED IN CONCRETE FROM

HYDRO POLE TO THE LOCATION AS SHOWN ON DRAWING.

2. GROUNDING AT POLE MOUNTED TRANSFORMER AS PER

ALECTRA REQUIREMENTS.

3. RUN 4#250MCM RWU 90 XLPE+GROUND FROM HYDRO POLE

TO MAIN SWITCH IN THE BASEMENT. LEAVE 12 METERS SLACK

WITH LUGS AT THE POLE MOUNTED TRANSFORMERS.

4. SECONDARY CABLES CONNECTION AT MAIN DISCONNECT

SWITCH.

5. INSTALL METER AS PER REQUIREMENTS OF ALECTRA.

6. CO-ORDINATE ALL WORK WITH LOCAL UTILITIES.

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IO

N P

RS

ST

AT

IO

N #29

10

7 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:150

ELECTRICAL

SITE PLAN

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

NFWH

FL-1

$

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

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T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

POWER

FLOOR PLAN

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

BOL

BOL BOLBOL

BOLBOL BOL

BOL

BOLBOL

BOL

BOL

BOL

BOLBOL

BOL

NFWH

FC

FC

FC

FC

REX

CR

DC

ES

CR

CR

OHD

CR

OHD

CR

OHD

CR

OHD

CR

OHD

CR

OHD

CR

OHD

CR

OHD

RE

X

DC

ES

CR

REX

CR

DC

ES

RE

X

CR

DC

ES

RE

X

CR

DC

ES

DC

ES

REX

CR

REX

DC

ES

CR

AB

KP

2G

101

M

110A

M

112

M

112B

M

107

M

106

M

112A

M

109

M

108

FG

100B

FG

100A

FG

104

M

110B

FFD

110C

FFD

110D

FFD

110E

FFD

110F

OHD

110G

OHD

110H

OHD

110I

OHD

110J

FCFC

FC

FC

2016-147

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T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

SECURITY

SYSTEM

FLOOR PLAN

APAP

AP AP

APAP

AP AP

LOCKER

ROOM

105

I.T ROOM

109

MEDICAL

STORAGE

111

OXYGEN

STORAGE

112

UTILITY

ROOM

108

VESTIBULE

100

KITCHEN /

DINING

102

ACCESS

CORRIDOR

101

WRITE-UP

ROOM

104

MALE

WASHROOM

/ SHOWER

106

FEMALE

WASHROOM

/ SHOWER

107

VEHICLE

BAYS

110

AP AP AP AP

APAPAPAP

AP AP AP AP

APAPAPAP

AP AP AP AP

APAPAPAP

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

FL-1

BATTERY UNIT SCHEDULE

LOCATION UNIT UNMBER

EXIT

SIGNS

DOUBLE

HEADS

SINGLE

HEADS

CONNECTED

LOAD (WATT)

CAPACITY

(WATT)

UTILITY ROOM # 126 BU-1 10 7 8 490 720

REFER TO SPECIFICATION SECTION 26 50 00

MA MA MA

MA

MA

E

X

BU-1

EX

EX

E

X

EX

MA

$

$

$

E

X

$

EX

EX

$

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

$

$

$

$

$

$

$

MA

$

$

2016-147

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T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

LIGHTING

FLOOR PLAN

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

1

1

B

A

10

10

D

E

GG

13

11 12

14

15

15

C

F

NFWH

BOL

BOL BOLBOL

BOLBOL BOL

BOL

BOLBOL

BOL

BOL

BOL

BOLBOL

BOL

NFWH

FL-1

NOTES:

FIRE ALARM SYSTEM SCHEMATICS

FIRE ALARM ZONE SCHEDULE

ABBREVIATIONS

HD - HEAT DETECTOR FS - FLOW SWITCH

FZ - ALARM ZONE SD - SMOKE DETECTOR PS - PRESSURE SWITCH

SZ - ALERT ZONE DSD - DUCT SMOKE DETECTOR SV - SUPERVISED VALVE

CZ - CONTROL ZONE MP - MANUAL PULL STATION MS - MONITOR SWITCH

SC - SUPERVISED CONTACT

ZONE NO. ZONE IDENTIFICATIONS DEVICES FUNCTIONS REMARKS ZONE NO. ZONE IDENTIFICATIONS DEVICES FUNCTIONS REMARKS

FZ-01 EMS CREW AREA SD/HD/PS ALARM SZ-01 SPRINKLER VALVE MS-01 ALERT

FZ-02 EMS VEHICLE BAY HD/PS ALARM SZ-02 SPRINKLER VALVE MS-02 ALERT

NOTES:

1. PROVIDE FIRE ALARM GRAPHICS TO BE INSTALLED ADJACENT TO THE LED ANNUNCIATOR IN THE MAIN ENTRANCE.

2. FOR NUMBER AND LOCATION OF DEVICES REFER TO FLOOR PLANS.

3. PROVIDE WRING IN CONDUIT FOR COMPLETE OPERATIONAL SYSTEM.

4. ALL PULL STATIONS SHALL BE C/W PLASTIC COVERS WITH LOCAL HORN.

5. PROVIDE ISOLATORS FOR EVERY ONE TO TWO HOUR RATED FIRE COMPARTMENT.

6. ALL LOOP WIRING FOR INITIATING CIRCUITS SHOULD RUN ON SEPARATE ROUTE INCLUDING RISER.

7. SOUND ALL AUDIBLE SIGNALS AND SHUT DOWN AIR SYSTEM IN CASE OF GENERAL ALARM.

8. PROVIDE CONNECTIONS C/W EMT CONDUIT AND WIRING TO ALL FIRE PROTECTION EQUIPMENT AND DEVICES (SPRINKLER SYSTEM) SHOWN ON THE FIRE ALARM ZONE SCHEDULE AS

ALARM OR SUPERVISORY ZONE. REFER TO MECHANICAL DRAWINGS AND COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF DEVICE PRIOR TO ROUGH IN.

VESTIBULE

100

ACCESS

CORRIDOR

101

KITCHEN /

DINING

102

LOUNGE

ROOM

103

WRITE-UP

ROOM

104

LOCKER

ROOM

105

FEMALE

WASHROOM

/ SHOWER

107

MALE

WASHROOM

/ SHOWER

106

OXYGEN

STORAGE

112

MEDICAL

STORAGE

111

I.T ROOM

109

UTILITY

ROOM

108

VEHICLE

BAYS

110

2016-147

ISSUE OR REVISION

PR

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:

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E6.0

Jan. 03, 2019

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Approval to Proceed

Project Phase






T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

FIRE ALARM

SYSTEM

FLOOR PLAN

#### CONNECTED LOAD

## TOTAL AMPS

#### CONNECTED LOAD

## TOTAL AMPS

CC

2016-147

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Approval to Proceed

Project Phase






T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

SINGLE LINE

DIAGRAM &

SCHEDULES

S

P

D

T

OPEN

CLOSE

STOP

AUTO/HAND

WIRED SAFETY EDGE


PRESENCE SENSOR

BY DOOR

MANUFACTURER

SENSOR

BY DOOR

MANUFACTURER

DOOR MOTOR


PHOTOSENSOR

RECEIVER

BY DOOR

MANUFACTURER

PHOTOSENSOR

TRANSMITTER

BY DOOR

MANUFACTURER

RADIO REMOTE

RECEIVER

BY OTHERS

MAIN PANEL BY

DOOR

MANUFACTURER

OPEN

CLOSE

STOP

DOOR CONTROLS

BY DOOR

MANUFACTURER

LINE POWER

(IN CONTRACT)

WIRED SAFETY

EDGE RECEIVERS

BY DOOR

MANUFACTURER

JUNCTION

BOX

JUNCTION

BOX

JUNCTION BOX

JUNCTION

BOX

JUNCTION

BOX

PREFABRICATED STEEL TABS ON

PREMANUFACTURED STEEL FRAME

(BY DOOR MANUFACTURER)

-18 TABS PER DOOR

ANCHOR FRAME TO EXISTING OPENING

USING HILTI HY-HIT EPOXY ANCHORS

PREFABRICATED STEEL TABS ON

PREMANUFACTURED STEEL FRAME (BY

DOOR MANUFACTURER)

-18 TABS PER DOOR

ANCHOR FRAME TO EXISTING OPENING

USING HILTI HY-HIT EXPOXY ANCHORS


Ceiling

NOTES:

1. ALL CONDUITS ARE 16MM UNLESS OTHERWISE

NOTED.

2. LOCAL DOOR CONTACT FOR DOOR OPERATOR

INTERLOCK OPERATION. (THIS DOOR CONTACT IS

NOT REQUIRED TO BE CONNECTED TO THE

SECURITY SYSTEM.)

3. ALL LOW VOLTAGE WIRING FOR DOOR HARDWARE

COMPONENTS TO BE 4#18 AWG, SUPPLIED AND

INSTALLED BY ELECTRICAL CONTRACTOR.

CO-ORDINATE ALL WORK ON SITE.

4. MOUNTING HEIGHT OF ACTUATION, LOCKING,

ASSISTANCE REQUIRED/EMERGENCY DEVICES TO BE

990MM TO 1066MM ABOVE FINISHED FLOOR.

5. EMERGENCY RESPONSE SYSTEM FOR B/F

WASHROOM TO BE BY MIRCOM OR APPROVED

EQUIVALENTS.

UNIVERSAL WASHROOM DOOR OPERATOR SCHEMATICS

(TYPICAL)

INSIDE OUTSIDE

PUSH TO OPEN BUTTON WITH "OCCUPIED" LIGHT

ASSISTANCE REQUIRED AUDIBLE & VISUAL SIGNAL

21 M

MC

21 M

MC

21 M

MC

PUSH TO LOCK BUTTON WITH "LOCKED LIGHT"

EMERGENCY ASSISTANCE BUTTON

PUSH TO OPEN BUTTONI

I

ELECTRIC STRIKE

SUBSTRATE

COVERBOARD (AS REQUIRED)

SUBSTRATE

COVERBOARD (AS REQUIRED)

8" (2

03 m

m) M

IN.

3" (76 mm) MIN.3" (76 mm) MIN.

SHEET METAL ENCLOSURE

INTERPLY REQUIRED FOR 15 & 20 YEAR SYSTEMS

SLOPE PIPE DOWN AWAY FROM HOOD

FOUR PLYBUILT UP ROOF

FASTEN APPROX. 8" (203 mm) O.C.

MODIFIED BITUMEN GRANULESURFACED CAP SHEET

HIGH-DOMED, CAPPED, GASKETEDFASTENERS AS REQUIRED

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T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

ELECTRICAL

DETAILS

(LOUNGE/KITCHEN)

2016-147

ISSUE OR REVISION

PR

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CT

:

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Jan. 03, 2019

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Approval to Proceed

Project Phase






T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

LIGHTING

CONTROL

DETAILS

EMS MARKHAM #29 SECURITY DEVICE SUMMARY

SECURITY / ACCESS SYSTEM COMPONENTS INTRUSION DETECTION EQUIPMENT LOCKSMITHING & KEYS

SE

CU

RIT

Y A

CC

ES

S C

ON

TR

OL S

YS

TE

M D

EV

IC

ES

DOOR #

ON

DRAWING

SUPPLIED

DOOR DESCRIPTION

SECURITY

OPERATION

TYPE

EXTERIOR

CARD

READER

INTERIOR

CARD

READER

ARMING

BUTTON

ELECTRIC

STRIKE

MECHANISM

ELECTROMAETIC

LOCK

MAGNETIC

DOOR

CONTACT

OVERHEAD

DOOR

CONTACT

REQUEST

TO EXIT

MOTION

PEIZZO

BUZZER

DOOR /

GATE

RELEASE

INTERCOM OR

COMMUNICATOR

NEEDED KEYPAD

CONTROL

PANEL

DIRECTIONAL

MOTION

DETECTOR

360

DEGREE

MOTION

VICINITY

GLASS

BREAKER

DETECTOR

IN VICINITYREQUIRED LOCKSMITHING

DETAILSCOMMENTS OR QUESTIONS

FG 100A

SINGLE EXTERIOR

DOOR LEADING IN TO

VESTIBULE 100 T1 1 1 1 1 0 1 0 1 0 0 0 1 0 0 0 0

GGMK ONLY

(Lockbox to be

installed on

exterior)

EXTERIOR CARD READER TO

BE INSTALLED NEXT TO THE

DOOR OPERATOR BUTTON.

FG 100B

SINGLE INTERIOR

DOOR LEADING INTO

ACCESS CORRIDOR

101 N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PASSAGE FUNCTION

N/A

FG 101

SINGLE EXTERIOR

DOOR FROM GARAGE

BAY INTO CORRIDOR

101 N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PASSAGE FUNCTION N/A

FG 104

SINGLE EXTERIOR

DOOR LEADING INTO

THE WRITE UP ROOM T2 1 0 0 1 0 1 0 1 0 0 0 0 0 0 STOREROOM FUNCTION LOCKSET GGMK ONLY

M 106

Single door leading into

Male Washroom N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STOREROOM FUNCTION

Change key 1

GC to install all required

equipment to comply with AODA

regulation. Red emergency box

to be installed between the two

washrooms which house key to

override the lock.

M 107

Single door leading into

Women's Washroom N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STOREROOM FUNCTION

Change key 1

GC to install all required

equipment to comply with AODA

regulation. Red emergency box

to be installed between the two

washrooms which house key to

override the lock.

M 108

Single Door leading into

Utility room

N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PASSAGE FUNCTION N/A

M 109

Single Door leading into

the IT room T2 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 STOREROOM FUNCTION LOCKSET GGMK ONLY

NL1 110A

Single Exterior door

leading into the Bay Area

T2 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 STOREROOM FUNCTION LOCKSET GGMK ONLY .

M 110B


leading into the Bay Area

T2 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 STOREROOM FUNCTION LOCKSET GGMK ONLY

2G 112

SINGLE INTERIOR

DOOR LEADING INTO

MEDICAL STORAGE T2 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 STOREROOM FUNCTION LOCKSET GGMK ONLY

M 112B

Single Interior door

leading into the Bays

Area T2 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 PASSAGE FUNCTION GGMK ONLY

M 112A


leading into the oxygen

room N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STOREROOM FUNCTION UNICAN LOCK GGMK ONLY

Code to be programed by GC as

per EMS instruction.

OHD

110H

Overhead door leading

into Bay 1

T5 2 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 N/A N/A

GC to provide relay for card

access integration to be wired

and tested by sec. contractor

OHD

110I


into Bay 2

T5 2 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 N/A N/A




OHD

110J


into Bay 3

T5 2 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 N/A N/A




OHD

110G


into Bay 4

T5 2 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 N/A N/A




TOTALS 12 4 1 7 0 7 8 15 0 0 0 1 0 0 0 0

N/A N/A




2016-147

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Approval to Proceed

Project Phase






T: 416-364-5710 EXT 101






ARCHITECT

CLIENT

PROJECT No.

DWG STATUS :

DRAWING No.

REVISION

DRAWN BYSCALE

DATE

ORIENTATION

NO. ISSUED FOR DATE




YO

RK

R

EG

IO

N P

RS

ST

AT

IO

N #29

107 G

LE

N C

AM

ER

ON

R

OA

D, M

AR

KH

AM


PHONE: (905)855-3010

www.regal-eng.com

RCEI






MJ

1:75

TYPICAL

SECURITY

DOOR

DETAILS

York Region Contract No #T-19-16 York Region Paramedic Response Station #29 107 Glen Cameron Road, City of Markham

Electrical Service & Distribution Section 26 30 00 Page 1 of 5

1. GENERAL 1.1 RELATED INSTRUCTIONS

.1 Refer to Section 26 00 00, Electrical General Requirements. 1.2 SCOPE

.1 Work includes, but is not limited to: 1. Secondary ductbank and secondary cables including termination from pole

mounted transformer to service entrance switchboard. Terminal connectors shall be provided as per the Local Hydro Authority’s requirements/standards.

2. Grounding System. 3. Supply and install a 1.25” rigid PVC conduit complete with fish wire from Service

Entrance Board metering compartment to outdoor P-base Hydro meter cabinet (supplied by the Local Hydro Authority and installed by the electrical Subcontractor. Provide phone line to meter and coordinate on site with the Local Hydro Authority for the location of the meter enclosure prior to rough in.

4. Obtaining approvals from, co-operation and scheduling the work with Supply and Inspection Authorities, before commencing work.

5. Preparation of all necessary working drawings for submission to Inspection Authorities.

1.3 SYSTEM CO-ORDINATION & SHORT CIRCUIT STUDY

.1 Characteristics of protective devices (relays, circuit breakers, fuses and the like) shall be selected to provide a coordinated fully-rated protective system; affording minimum fault-clearing times, and fault values.

.2 Retain services of approved testing company to perform protective co-ordination study to

establish optimum settings and selections for all protective devices.

.3 Study shall be plotted on reproducible logarithmic paper (K&E #48-5257) illustrating: 1. Study single line diagram, showing steady-state and transient values. 2. Three phase bolted fault current, symmetrical and asymmetrical, and minimal arcing

ground fault values. 3. Time-current characteristics curves of all pertinent relays, breakers, fuses, etc.

including Supply Authority's primary protective devices, for the complete project. 4. Thermal damage curves for cable, transformers, motors and the like. 5. Summation chart showing all ratings and settings referenced to the appropriate time-

current characteristic curve.

.4 Provide full scale transparencies for time-current characteristic curves of proposed devices.

.5 Submit study for approval by the Consultant. Make all necessary subsequent changes to form "as-built" document.

.6 Provide system coordination and short circuit study for complete high voltage and 120/208V power

system

1.4 ARC FLASH PROTECTION

.1 Retain the services of an industry-approved testing company to perform arc flash hazard study and calculation for all switchboards, panel boards, transformer, panels, control panels, MCC, meters, disconnect switches, breakers, etc, that require examination, adjustment, servicing, or maintenance while energized.



.2 The study and calculation shall meet IEEE 1584-2002, Guide for Performing Arc-Flash Hazard

Calculations.

.3 Provide arc flash report to include the following, but not limited to: 1. Results of the study and calculation. 2. Detailed hazard/risk category (0 to 5). 3. Voltage shock hazard, incident current and energy. 4. Flash protection boundary and shock approach boundaries. 5. The protection plan including safe work procedures, preventive maintenance programs,

personal protective equipment, etc. The protection plan shall meet CSA Z462-08, workplace electrical safety.

.4 Based on the arc flash report, provide required labels state the existence of arc flash hazard

and the corrective action to take. The labels must meet ANSI Z535.4-2002, product Safety signs and Labels.

1.5 INSPECTION & TESTING

.1 Systems, equipment and all major items of material shall be tested to the satisfaction of the Consultant, and as required to establish compliance with plans and specifications, and with the requirements for the Supply and Inspection Authorities.

.2 Faulty and defective equipment shall be replaced with new materials Conductors which are found

to be shorted or grounded, or to have less than proper insulation resistance, shall be replaced with new conductors.

.3 Tests shall include but are not limited to the following:

1. Test of power cables shall include megger tests to establish proper insulation resistance, and phase-to-ground resistance of cables.

2. of all adjustable electrical protective devices of switchgear to establish calibration and operation in accordance with specifications and approved co-ordination curves.

3. Visual examination of switchgear to determine adherence to allowable manufacturing tolerance and compliance with manufacturer's recommended installation requirements.

4. Proper functioning of all systems. 5. Polarity tests - to establish proper polarity connections to all sockets and receptacles. 6. Calibration setting, and test-tripping, of all protective relays and devices, using

"Primary-injection" equipment, in accordance with approved co-ordination schedule. 7. Test of all alarm devices and contacts. 8. Test of system neutral to establish proper insulations resistance and isolation of

neutral from ground except for required ground connection at service 9. Inspection after system is energized shall include infrared thermographic examination of

current carrying parts in switchgear, transformers, and at ducts. The Contractor shall cooperate with inspection personnel, open all equipment enclosures to permit inspection, and make good defective conditions.

.4 Testing Company

1. Retain the services of an independent testing company, to the Consultant’s approval

to perform the above tests. 2. The testing company shall submit test results directly to the Consultant. 3. Include copy of tests in Maintenance and Operating Manual.



.5 Certification of Tests

1. When work is complete, submit three copies of test results and a signed statement listing all tests that have been performed as required by specifications and manufacturer's instructions.

2. PRODUCTS 2.1 SERVICE ENTRANCE SWITCHBOARD

.1 Provide metal enclosed 120/208 volt switchboard as arranged on the Drawings and further described herein, and detailed on the Drawings.

.2 The switchboard shall comprise an indoor, metal enclosed free standing assembly employing

breakers manufactured by Federal Pioneer or equal.

.3 Assembly shall be factory assembled CEMA Type 2 "Sprinkler Proof" construction, and constructed in accordance with applicable CEMA and AIEE Standards. The equipment design shall be CSA approved. Note that all other panels and equipment in Electrical Rooms shall be "Sprinkler Proof" as noted in the Contract Documents.

.4 Bus and connections shall be copper, supported and braced to withstand short-circuit stresses

in excess of main breaker rating (50 KA SYM minimum).

.5 Structures shall consist of metal enclosed steel frame and front enclosures, which shall include separate compartments for each breaker and metering section. All joints of buses shall have tin-plated high pressure contacts and flame retardant bus supports.

.6 A ground bus shall be provided bolted to each unit.

.7 Provide bus extensions for connection to outgoing feeders and provide adequate space to suit

connections to outgoing cables. Compression indent type terminals shall be used for all cable connections.

.8 Provide suitable worded engraved plastic laminate nameplates for each device and compartment.

.9 Provide all necessary fuses, fuse mounts, disconnect switches, small wiring, terminal blocks, and

the like, as required for metering and relaying accessories as detailed.

.10 The switchgear shall be completely assembled, wired and tested at the factory. After assembly, the complete switchgear shall be tested for operation under simulated service conditions to assure the accuracy of the wiring and functioning of the equipment.

.11 The manufacturer shall provide necessary drawings prior to assembly of the equipment

for approvals and provide final drawings upon completion of fabrication.

.12 The entire structure shall be thoroughly cleaned and phosphated prior to application of the primary and finishing coats of paint.

.13 Main 120/208 volt switchboard / Splitter - to contain generally as detailed on the Drawings and as

follows: 1. 200 ampere, 3 pole, 208 volt Main Bus - full capacity neutral with provisions for

incoming bus and cables. 2. Main breaker to comprise 200A/200AT amp fixed moulded case circuit breaker,100%

rated, solid state trip unit, for metered distribution. Interrupting rating shall be 50 KA-Symmetrical minimum.



3. Metering compartment for Supply Authority's transformers with hinged door complete with sealing and padlock provisions. Provide removable mounting pan within compartment for mounting of transformers. These provisions shall be submitted to and approved by the Supply Authority before manufacture.

4. Distribution Sections - Distribution Sections have 4 00 ampere main bus and full capacity neutral and circuit breakers with coordinated fault and trip ratings to suit main and distribution switches.

5. Auxiliary Customer Metering Compartments which shall include: .1 Power Logic Digital Metering system capable of displaying voltage, current, KVA,

KVAR, KW, PF, HZ, and the accumulated MWHR, and KW demand. It shall be capable of continuously monitoring and storing minimum values of volts and PF and maximum values of amps., - KW-KVA-KVAR-KWS. All minimum/maximum values can be displayed. KYZ Pulse output to BMS. 1pulse=1kwh. Ethernet communications interface and all hardware/software. Field server RS232 to Ethernet Gateway and BACnet drivers for Ethernet and IP interface to BMS.

.2 All necessary instrument current and potential transformers and control protection devices.

6. The neutral conductor of the wiring system together with the conduit and service

grounding system shall be bonded to the water service as detailed and in accordance with the Local Hydro Authority requirements.

7. All access to unmetered bus to be provided with bolted panels and provisions for sealing and padlocking.

8. Switchboard / Main Splitter shall be provided c/w 200 kA TVSS surge protection system. 3. EXECUTION 3.1 SECONDARY DUCT BANKS

.1 Provide underground secondary duct bank as detailed to provide for installation of secondary cables. Construction details and exact location of terminations shall be verified on the site prior to installation commencing. Entire installation shall meet OESC requirements and local ESA Inspector’s approval.

.2 Provide warning tapes for secondary duct banks as per latest OESC code & bulletins.

.3 Provide a secondary duct bank constructed to OESC approval comprising PVC Class 1 CSA

approved ducts with minimum internal diameter of 104 mm (4 inches), buried to a depth as indicated on the Drawings to provide cover over the duct run. Ducts shall be laid parallel, spaced 152 mm (6") on centre horizontally and vertically, encased throughout their length in concrete, with a minimum cover of 76 mm (3") on all sides. The duct shall be on even grade, sloped not less than 76 mm (3") in 30 mm (100 feet). The duct bank enclosure shall be steel reinforced as detailed. Provide Bell ends for all ducts.

.4 Provide in each duct a 5/16" (8 mm) polypropylene Draw Rope, to facilitate the cable installation.

.5 The ducts shall be encased in a concrete envelope which shall be worked below and between ducts

to provide a homogenous mass. Duct spacers shall be plastic to provide required spacing both horizontally and vertically. Minimum of two spacers per 3050 mm (10 ft.) length of duct shall be used.

3.2 GROUNDING

.1 Provide a grounding system at the transformer and switchgear in accordance with OESC. Provide #2/0 AWG copper conductor connected to building ground system.

.2 All work in connection with the pole mounted transformer shall be performed in strict accordance

with regulations and the OESC. Obtain approval of all details before commencing work.



3.3 ELECTRICAL SERVICE

.1 Provide complete electrical service as shown on the Drawings and as further described here.

.2 The Local Hydro Authority will supply electrical service at 208 volt, 3 phase, 4 wire, 60 cycles.

.3 Grounding service, equipment, feeders, and the like shall be performed in accordance with the Local Hydro Authority requirements.

The neutral conductor of the wiring system together with the conduit system and service equipment shall be bonded to the water service as near as practical to the service entrance. Confirm type of water service pipe system with Mechanical Division and provide grounding system in accordance with O.H.E.P.C. regulations. Provide an "Artificial Grounding" system in accordance with Canadian Electric Code, Section 10-702 and Ontario Hydro Supplement. Location shall be to approval of the Supply & Inspection Authority requirements.

.4 Install an outdoor P-base metering cabinet as per requirements and connected to switchboard with

an empty1-1/4" rigid conduit and telephone line all to approval of the Local Hydro Authority. 3.4 SECONDARY CABLES

.1 Secondary cables c/w termination lugs (coordinate with the Local Hydro Authority for more information regarding termination lugs requirement at transformer secondary side and comply accordingly) shall be supplied and installed by the electrical Subcontractor.

3.5 HYDRO STANDARDS / REQUIREMENTS

.1 Coordinate on site with t h e L o c a l Hydro Authority representative for more information and details regarding hydro standards and requirement and exact scope of work prior to commencing the work and comply accordingly.

END OF SECTION


Power Generator Section 26 30 10 Page 1 of 11

SECTION SPECIFICATIONS: GENERATOR SET

1. Scope of Work id101_Scope_of_Work 1.1. It is the intent of this specification to secure an engine-driven generator set that has been

prototype tested, factory built, production-tested, and site-tested together with all accessories necessary for a complete installation as shown on the plans and the Drawings and specified herein.

1.2. Any and all exceptions to the published specifications shall be subject to the approval of the Consultant.

1.3. The power system shall be furnished by a single manufacturer who shall be responsible for the design, coordination, and testing of the complete system. The entire system shall be installed as shown on the plans, the Drawings, and specifications herein.

1.4. The equipment shall be produced by a manufacturer who has produced this type of equipment for a period of at least 10 years and who maintains a service organization available twenty-four hours a day throughout the year.

1.5. The equipment shall be produced by a manufacturer who is ISO 9001 certified for the design, development, production and service of its complete product line.

2. General Requirements id102_General_Requirements 2.1. It is the intent of this specification to secure a generator set system that has been tested

during design verification, in production, and at the final job site. The generator set will be a commercial design and will be complete with all of the necessary accessories for complete installation as shown on the plans, drawings, and specifications herein. The equipment supplied shall meet the requirements of the Ontario Electrical Code and applicable local codes and regulations.

2.2. All equipment shall be new and of current production by a firm that manufactures the generator sets and controls, transfer switches, and switchgear, and assembles the generator sets as a complete and coordinated system. There will be one-source responsibility for warranty, parts, and service through a local representative with factory-trained servicemen.

3. Submittal id103_Submittal 3.1. The submittal shall include prototype test certification and specification sheets showing all

standard and optional accessories to be supplied; schematic wiring diagrams, dimension drawings, and interconnection diagrams identifying by terminal number each required interconnection between the generator set, the transfer switch, and the remote annunciator panel if it is included elsewhere in these specifications.

4. Codes and Standards id104_Codes_and_Standards 4.1. The generator set shall be listed to UL 2200 or submitted to an independent third party

certification process to verify compliance as installed. 4.2. The generator set shall conform to the requirements of the following codes and standards:

4.2.1. CSA C22.2, No. 14-M91 Industrial Control Equipment. 4.2.2. EN50082-2, Electromagnetic Compatibility-Generic Immunity Requirements,

Part 2: Industrial. 4.2.3. EN55011, Limits and Methods of Measurement of Radio Interference

Characteristics of Industrial, Scientific and Medical Equipment. 4.2.4. IEC8528 part 4, Control Systems for Generator Sets.

York Region Contract NO. T-15-40 York Region Paramedic Response Station #25 Markham 5590 14th Avenue, Markham, Ontario


4.2.5. IEC Std 61000-2 and 61000-3 for susceptibility, 61000-6 radiated and conducted electromagnetic emissions.

4.2.6. IEEE446 Recommended Practice for Emergency and Standby Power Systems for Commercial and Industrial Applications.

4.2.7. CSA-C282-09 Emergency Electrical Power Supply for Buildings. The generator set shall meet all requirements of the specification including all alarms, shutdowns, and indications shown on Table-2 of the specification. The generator enclosure shall include dampers, heaters, emergency lighting, and a distribution panel in accordance with this specification.

4.2.8. CSA-149.1-10 Natural Gas and Propane Installation Code. 5. Testing id105_Testing

5.1. To ensure that the equipment has been designed and built to the highest reliability and quality standards, the manufacturer and/or local representative shall be responsible for three separate tests: design prototype tests, final production tests, and site tests.

5.2. Design Prototype Tests. Components of the emergency system, such as the engine/generator set, transfer switch, and accessories, shall not be subjected to prototype tests because the tests are potentially damaging. Rather, similar design prototypes and preproduction models shall be subject to the following tests:

5.2.1. Maximum power (kW). 5.2.2. Maximum motor starting (kVA) at 35% instantaneous voltage dip. 5.2.3. Alternator temperature rise by embedded thermocouple and/or by resistance

method per NEMA MG1-32.6. 5.2.4. Governor speed regulation under steady-state and transient conditions. 5.2.5. Voltage regulation and generator transient response. 5.2.6. Harmonic analysis, voltage waveform deviation, and telephone influence factor. 5.2.7. Three-phase short circuit tests. 5.2.8. Alternator cooling air flow. 5.2.9. Torsional analysis to verify that the generator set is free of harmful torsional

stresses. 5.2.10. Endurance testing.

5.3. Final Production Tests. Each generator set shall be tested under varying loads with guards and exhaust system in place. Tests shall include:

5.3.1. Single-step load pickup 5.3.2. Safety shutdown device testing 5.3.3. Rated Power @ 0.8 PF 5.3.4. Maximum power 5.3.5. Upon request, a witness test, or a certified test record sent prior to shipment.

5.4. Site Tests. The manufacturer's distribution representative shall perform an installation check, start-up, and building load test. The Consultant, regular operators, and the maintenance staff shall be notified of the time and date of the site test. The tests shall include:

5.4.1. Fuel, lubricating oil, and antifreeze shall be checked for conformity to the manufacturer's recommendations, under the environmental conditions present



and expected. 5.4.2. Accessories that normally function while the set is standing by shall be checked

prior to cranking the engine. These shall include: block heaters, battery chargers, alternator strip heaters, remote annunciators, etc.

5.4.3. Generator set start-up under test mode to check for exhaust leaks, path of exhaust gases outside the building, cooling air flow, movement during starting and stopping, vibration during operation, normal and emergency line-to-line voltage and frequency, and phase rotation.

5.4.4. Automatic start by means of a simulated power outage to test remote-automatic starting, transfer of the load, and automatic shutdown. Prior to this test, all transfer switch timers shall be adjusted for proper system coordination. Engine coolant temperature, oil pressure, and battery charge level along with generator set voltage, amperes, and frequency shall be monitored throughout the test.

6. Warranty and Maintenance id106_Warranty_and_Maintenance 6.1. The generator set shall include a standard one year warranty to guarantee against

defective material and workmanship in accordance with the manufacturer's published warranty from date of start-up. Optional warranties shall be available upon request.

6.2. The generator set manufacturer and its distributor shall maintain a 24-hour parts and service organization. This organization shall regularly engage in maintenance contract programs to perform preventive maintenance and service on equipment similar to that specified. A service agreement shall be available and shall include system operation under simulated operating conditions; adjustment to the generator set, transfer switch, and switchgear controls as required, and certification in the owner's maintenance log of repairs made and function tests performed on all systems.

7. Equipment id107_Equipment 7.1. The generator set shall be a Kohler model 60REZGB with a 4P7BX alternator or

equivalent. It shall provide 60kW/75 kVA when operating at 120/208 volts, 60 Hz, .8 power factor. The generator set shall be capable of a Standby 130°C rating while operating in an ambient condition of less than or equal to 77° F and a maximum elevation of 656 feet above sea level.

7.2. Motor starting performance and voltage dip determinations shall be based on the complete generator set. The generator set shall be capable of supplying 135 LRKVA for starting motor loads with a maximum instantaneous voltage dip of 35%, as measured by a digital RMS transient recorder in accordance with IEEE standard 115. Motor starting performance and voltage dip determination that does not account for all components affecting total voltage dip i.e. engine, alternator, voltage regulator and governor will not be acceptable. As such, the generator set shall be prototype tested to optimize and determine performance as a generator set system.

7.3. Vibration isolators shall be provided between the engine-alternator and heavy-duty steel base.

8. Engine id108_Engine 8.1. The minimum 305-cubic-inch displacement engine shall deliver a minimum of 89 HP at a

governed engine speed of 1800 rpm, and shall be equipped with the following: 8.1.1. Electronic isochronous governor capable of 0.5% steady-state frequency

regulation. Engine speed shall be nominally 1800 rpm. Engines running at higher rpm’s and featuring speed reduction gear drives are not acceptable.

8.1.2. 12-volt positive-engagement solenoid shift-starting motor. 8.1.3. 70-ampere automatic battery charging alternator with a solid-state voltage



regulation. 8.1.4. Positive displacement, full-pressure lubrication oil pump, cartridge oil filters,

dipstick, and oil drain. 8.1.5. Dry-type replaceable air cleaner elements for normal applications. 8.1.6. Engine-driven or electric fuel-transfer pump including fuel filter and electric

solenoid fuel shutoff valve capable of lifting fuel. 8.2. The turbocharged engine shall be fueled by natural gas. 8.3. The engine shall have a minimum of 8 cylinders and be liquid-cooled by Unit Mounted

Radiator 122°F/50°C. 8.4. The engine shall be EPA certified from the factory, and shall not require a site performance

test. 8.5. Natural Gas fuel supply pressure, measured at the generator set fuel inlet downstream of

any fuel system equipment accessories shall be within the operating range of 1.74-2.74 kPa (7.0-11.0 in. H²O). Engines requiring higher gas pressures are not acceptable.

9. Alternator id109_Alternator 9.1. The alternator shall be salient-pole, brushless, 2/3-pitch, 12 lead, self-ventilated with drip-

proof construction and amortisseur rotor windings and skewed for smooth voltage waveform. The ratings shall meet the NEMA standard (MG1-32.40) temperature rise limits. The insulation shall be class H per UL1446 and the varnish shall be a fungus resistant epoxy. Temperature rise of the rotor and stator shall be limited to Standby 130°C. The excitation system shall be of brushless construction controlled by a solid- state voltage regulator capable of maintaining voltage within ±2.0% at any constant load from 0% to 100% of rating. The AVR shall be capable of proper operation under severe nonlinear loads and provide individual adjustments for voltage range, stability and volts-per-hertz operations. The AVR shall be protected from the environment by conformal coating. The waveform harmonic distortion shall not exceed 5% total RMS measured line-to-line at full rated load. The TIF factor shall not exceed 50.

9.2. The alternator shall have a single maintenance-free bearing, designed for 40000 hour B10 life. The alternator shall be directly connected to the flywheel housing with a semi-flexible coupling between the rotor and the flywheel.

9.3. The generator shall be inherently capable of sustaining at least 250% of rated current for at least 10 seconds under a 3-phase symmetrical short circuit without the addition of separate current-support devices.

10. Controller id110_Controller 10.1. Decision-Maker® 550 Controller

10.1.1. The generator set controller shall meet CSA-C282-09 requirements and shall include an integral alarm horn as required by NFPA.

10.1.2. The controller shall meet all alarms, shutdowns, and indication stipulated in Table 2 of the CSA-C282-09 specification.

10.1.3. The controller shall be UL 508 listed. 10.1.4. Controller shall have a key switch to meet local code requirements and shall be

removable only in the AUTO position. 10.2. Applicability

10.2.1. The controller shall be standard on a 60REZGB. 10.2.2. The controller shall support 12-volt starting systems. 10.2.3. The controller's environmental specification shall be: -40°C to 70°C operating



temperature range and 5-95% humidity, non-condensing. 10.2.4. The controller shall mount on the generator or remotely within 40 feet with

viewable access. 10.3. Hardware Requirements

10.3.1. Control Panel shall include: 1. The control shall have a run-off/reset-auto three-position selector switch. 2. A controller-mounted, latch-type emergency stop pushbutton. 3. Five indicating lights: System Ready - green Not in Auto - yellow

Programming Mode - yellow System Warning - yellow System Shutdown - red

4. Display with two lines of 20-alphanumeric characters, viewable in all light conditions.

5. Sixteen position snap action sealed keypad for menu selection and data entry.

6. For ease of use, an operating guide shall be printed on the controller faceplate.

7. An audible alarm with alarm silence capability. 8. Panel lights shall be supplied as standard.

10.4. Control Functional Requirements 10.4.1. Field-programmable time delay for engine start. Adjustment range 0-5 minutes

in 1 second increments. 10.4.2. Field-programmable time delay engine cooldown. Adjustment range 0-10

minutes in 1 second increments. 10.4.3. Capability to start and run at user-adjustable idle speed during warmup for a

selectable time period (0-10 minutes), until engine reaches preprogrammed temperature, or as supported by ECM-equipped engine.

10.4.4. The idle function including engine cooldown at idle speed. 10.4.5. Real-time clock and calendar for time stamping of events. 10.4.6. Output with adjustable timer for an ether injection starting system. Adjustment

range, 0-10 seconds. 10.4.7. Output for shedding of loads if the generator set reaches a user programmable

percentage of its kW rating. Load shed shall also be enabled if the generator set output frequency falls below 59 Hz.

10.4.8. Programmable cyclic cranking that allows up to six crank cycles and up to 35 seconds of crank time per crank cycle.

10.4.9. The capability to reduce controller current battery draw, for applications where no continuous battery charging is available. The controller vacuum fluorescent display should turn off automatically after the controller is inactive for 5 minutes.

10.4.10. Control logic with alternator protection for overload and short circuit matched to each individual alternator and duty cycle.

10.4.11. Control logic with RMS digital voltage regulation. A separate voltage regulator is not acceptable. The digital voltage regulator shall be applicable to single- or three-phase systems.

10.4.12. The capability to exercise the generator set by programming a running time into



the controller. This feature shall also be programmable through the PC software. 10.4.13. Control function shall include output voltage adjustment. 10.4.14. Battle switch function selection to override normal fault shutdowns, except

emergency stop and overspeed shutdown. 10.4.15. The control shall detect the following conditions and display on control panel:

1. Customer programmed digital auxiliary input ON (any of the 21 inputs available)

2. Customer programmed analog auxiliary input out of bounds (any of 7 inputs for ECM equipped engines and 5 inputs for non ECM engines)

3. Emergency stop 4. High & low coolant temperature 5. High oil temperature 6. Controller internal fault 7. Locked rotor - fail to rotate 8. Low coolant level 9. Low oil pressure 10. Master switch error 11. CSA-C282-09 common alarm 12. Overcrank 13. Overspeed with user-adjustable level, range 60-70 Hz. 14. Overvoltage with user adjustable level, range 105% to 135% 15. Overfrequency with user adjustable level, range 102% to 140% 16. Underfrequency with user adjustable level, range 80% to 90% 17. Undervoltage with user adjustable level, range 70% to 95% 18. Coolant temperature signal loss 19. Oil pressure gauge signal loss Conditions resulting in generator warning (generator will continue to operate): 1. Battery charger failure 2. Customer programmed digital auxiliary input on (any of the 21 inputs

available) 3. Customer programmed analog auxiliary input on (any of the 7 inputs

available on ECM engines and 5 inputs for non ECM engines) 4. Power system supplying load 5. Ground fault detected - detection by others 6. High battery voltage - Level shall be user adjustable. 7. Range 29-33 volts for 24-volt systems. 8. High coolant temperature 9. Load shed



10. Loss of AC sensing 11. Underfrequency 12. Low battery voltage - level shall be user adjustable, range 20-25 volts for

24-volt systems. 13. Low coolant temperature 14. Low fuel level or pressure 15. Low oil pressure 16. CSA-C282-09 common alarms 17. Overcurrent 18. Speed sensor fault 19. Weak battery 20. Alternator protection activated

10.5. Control Monitoring Requirements 10.5.1. All monitored functions must be viewable on the control panel display. 10.5.2. The following generator set functions shall be monitored:

1. All output voltages - single phase, three phase, line to line, and line to neutral, 0.25% accuracy

2. All single phase and three phase currents, 0.25% accuracy 3. Output frequency, 0.25% accuracy 4. Power factor by phase with leading/lagging indication 5. Total instantaneous kilowatt loading and kilowatts per phase, 0.5%

accuracy 6. kVARS total and per phase, 0.5% accuracy 7. kVA total and per phase, 0.5% accuracy 8. kW hours 9. A display of percent generator set duty level (actual kW loading divided by

the kW rating) 10.5.3. Engine parameters listed below shall be monitored: (*available with ECM

equipped engines) 1. Coolant temperature both in English and metric units 2. Oil pressure in English and metric units 3. Battery voltage 4. RPM 5. Lube oil temperature* 6. Lube oil level* 7. Crankcase pressure* 8. Coolant level* 9. Coolant pressure* 10. Fuel pressure* 11. Fuel temperature*



12. Fuel rate* 13. Fuel used during the last run* 14. Ambient temperature*

10.5.4. Operational records shall be stored in the control beginning at system start-up. 1. Run time hours 2. Run time loaded hours 3. Run time unloaded hours 4. Number of starts 5. Factory test date 6. Last run data including date, duration, and whether loaded or unloaded 7. Run time kilowatt hours

10.5.5. The following operational records shall be a resettable for maintenance purposes: 1. Run time hours 2. Run time loaded hours 3. Run time unloaded hours 4. Run time kilowatt hours 5. Days of operation 6. Number of starts 7. Start date after reset

10.5.6. The controller shall store the last one hundred generator set system events with date and time of the event.

10.5.7. For maintenance and service purposes, the controller shall store and display on demand the following information: 1. Manufacturer's model and serial number 2. Battery voltage 3. Generator set kilowatt rating 4. Rated current 5. System voltage 6. System frequency 7. Number of phases

10.6. Inputs and Outputs 10.6.1. Inputs

1. There shall be 21 dry contact inputs that can be user-configured to shut down the generator set or provide a warning.

2. There shall be 7 user-programmable analog inputs for ECM-equipped engines (5 for non-ECM engines) for monitoring and control.

3. Each analog input can accept 0-5 volt analog signals 4. Resolution shall be 1:10,000



5. Each input shall include range settings for 2 warnings and 2 shutdowns. 6. All values shall be on the control panel display. 7. Shall be user-assigned. 8. Additional standard inputs required: • Input for an external ground fault detector. Digital display shall show

"ground fault" upon detection of a ground fault. • Reset of system faults. • Remote two-wire start. • Remote emergency stop. 9. Idle mode enable.

10.6.2. Outputs 1. All CSA-C282-09 outputs shall be available. 2. Thirty outputs shall be available for interfacing to other equipment:

• All outputs shall be user-configurable from a list of 25 functions and faults. • These outputs shall drive optional dry contacts.

3. A programmable user-defined common fault output with over 40 selections shall be available.

10.7. Communications 10.7.1. If the generator set engine is equipped with an ECM (engine control module),

the controller shall communicate with the ECM for control, monitoring, diagnosis, and meet SAE J1939 standards.

10.7.2. Industry standard Modbus communication shall be available. 10.7.3. A Modbus master shall able to monitor and alter parameters, and start or stop a

generator. 10.7.4. The controller shall have the capability to communicate to a personal computer

(IBM or compatible) running Windows ’9X or Windows NT. 10.7.5. Communications shall be available for serial, CAN, and Ethernet bus networks. 10.7.6. A variety of connections shall be available based on requirements:

1. A single control connection to a PC. 2. Multiple controls on an intranet network connected to a PC. 3. A single control connection to a PC via phone line. 4. Multiple controls to a PC via phone line.

10.7.7. Generator and transfer switch controls shall be equipped with communications modules capable of connecting to the same communication network.

10.7.8. The capability to connect up to 128 controls (any combination of generator sets and transfer switches) on a single network shall be supported.

10.7.9. Cabling shall not be limited to the controller location. 10.7.10. Network shall be self-powered.



11. Accessories id111_Accessories 11.1. Air Restriction Indicator. The air cleaner restriction indicator shall indicate the need for

maintenance of the air cleaners. 11.2. Battery Charger. A 6-ampere automatic float to equalize battery charger with the following

features: 1. 12 VDC output 2. 1% steady-state voltage regulation from no load to full load over 10% AC input line

voltage variation 3. LED lamps for charge state indication 4. Temperature compensated for ambient temperatures for -40°C to 70°C 5. Potting for durability 6. Short-circuit and reverse polarity protection 7. UL 1236 listed

11.3. Battery Rack and Cables. Battery rack and battery cables capable of holding the manufacturer's recommended batteries shall be supplied.

11.4. Circuit Breaker. The generator shall come with a primary, factory installed, 100% rated line circuit breaker of 200 amperes that is UL2200 listed. Line circuit breakers shall be sized for the rated ampacity of the genset. Load side lugs shall be provided from the factory. The line circuit breaker shall include auxiliary contacts, shunt trip, undervoltage trip, alarm switch, and overcurrent switch functionality. Load side breaker connections made at the factory shall be separated from field connections. When GFI breakers are required, additional neutrals shall be factory installed.

11.5. Dry Contact Kits. The 10 Dry Contact Kit shall provide normally open and normally closed, gold-plated contacts in a form C configuration to activate warning devices and other customer-provided accessories allowing remote monitoring of the generator set. Typically, lamps, audible alarms, or other devices signal faults or status conditions.

11.7. Failure Relay. 11.7.1. The common failure relay shall remotely signal auxiliary faults, emergency stop,

high engine temperature, low oil pressure, overcrank, and overspeed via one single-pole, double-throw relay with 10 amps at 120 VAC contacts.

11.7.2. The relay contacts shall be gold flashed to allow use of low current draw devices (100ma @ 28VDC min.).

11.7.3. Once energized the relay shall remain latched until the system is reset by the main controller switch.

11.8. Remote Annunciator Panel. The remote annunciator shall meet CSA-C282-09 Table 2 requirements and enable remote viewing of the generator status. The panel shall be connected to the generator controller via either network communication wires or via hard wired connections. Options shall be available to provide ATS source availability, contactor position, and loaded or unloaded test for up to four transfer switches. The panel shall have the capability to be either flush- mounted or surface-mounted. The annunciator shall meet UL508 requirements.

11.9. Rodent Guards. Generator rodent guards shall prevent intrusion and protect internal components.

11.10. Run Relay. The run relay shall provide a three-pole, double-throw relay with 10-amp/ 250 VAC contacts to indicate that the generator is running. The relay provides three sets of dry contacts for energizing or de-energizing customer devices while the generator is running



(e.g. louvers, indicator lamps, etc.) 11.11. Skid End Caps. The generator shall include skid end caps. 11.12. Standard Air Cleaner. The air cleaner shall provide engine air filtration which meets the

engine manufacturer's specifications under typical operating conditions. 11.13. Block Heater. The block heater shall be thermostatically controlled and sized to maintain

manufacturers recommended engine coolant temperature to meet the start-up requirements of CSA-C282-09.

12. Sound Enclosure id117_Sound_Enclosure 12.1. The enclosure shall be constructed from high strength, low alloy steel, aluminum or

galvanized steel. 12.2. The enclosure shall be finish coated with powder baked paint for superior finish, durability

and appearance. Enclosures will be finished in the manufacturer's standard color. 12.3. The enclosure shall allow the generator set to operate at full load in an ambient of 40°C -

45°C with no additional de-rating of the electrical output. 12.4. The enclosure shall be equipped with sufficient side and end doors to allow access for

operation, inspection, and service of the unit and all options. Minimum requirements are two doors per side. When the generator set controller faces the rear of the generator set, an additional rear facing door is required. Access to the controller and main line circuit breaker must meet the requirements of the Ontario Electric Code.

12.5. Doors shall be equipped with lockable latches. Locks must be keyed alike. 12.6. A duct between the radiator and air outlet shall be provided to prevent re-circulation of hot

air. 12.7. The complete exhaust system shall be internal to the enclosure. 12.8. All acoustical insulation shall be fixed to the mounting surface with pressure sensitive

adhesive or mechanically fastened. In addition, all acoustical insulation mounted on a horizontal plane shall be mechanically fastened. The acoustical insulation shall be flame retardant.

12.9. The enclosure shall include an exhaust scoop to direct the cooling air in a vertical direction. 12.10. The enclosure shall include a mounted load centre to be fed from the buildings normal

electrical supply. The load centre shall include individual feeder breakers pre-wired to all engine and enclosure electrical devices requiring normal supply power including, but not limited to: block heater, battery heater, battery charger, enclosure space heater, enclosure dampers, and 2-hour battery back-up emergency light pack (as specified in CSA-C282-09).

12.11. The enclosure dampers and space heater shall be configured so as to keep the interior space of the enclosure at 10°C at all times when the engine is not running. Dampers shall be installed in a fail-safe to open configuration. The dampers shall be configured to open upon failure of normal power. Dampers shall also be configured to open upon engine running, regardless of the condition of normal supply power.

12.12. If the plans show the generator is not being installed on a solid concrete pad and will be elevated in any way such the bottom of the generator set enclosure will be open to the elements, provide a solid sheet metal bottom to the enclosure. The solid bottom shall be installed in such a way that it does not compromise the enclosure heating, engine cooling, or sound emissions of the unit, while also preventing rodent intrusions.

END OF SECTION