midland operations centre

Addendum No. Page 1 of 1 Project: Midland Operation Centre

Date: March 30, 2016

Project No. 115 014

`

Rev.3 (Mar/06) Ext. - Form Q010

Chamberlain Architect Chamberlain Architect Chamberlain Architect Chamberlain Architect

Services LimitedServices LimitedServices LimitedServices Limited

5096 South Service Road Suite 103

Burlington, Ontario L7L 5H4

CANADA

Tel: 905-631-7777

Fax: 905-631-7717

www.chamberlain-online.com

The following information supplements and/or supersedes the Bid Documents issued on This addendum forms part of the Contract Documents and is to be read, interpreted, and coordinated with all other parts. The cost of all contained herein is to be included in the contract sum. The following revisions supersede the information contained in the original drawings and specifications issued for the above-named project to the extent referenced and shall become part thereof. Acknowledge receipt of this Addendum by inserting its number on the Tender Form. Failure to do so may subject bidder to disqualification. Drawings:

1. Drawing A403

The total number of lockers is as shown on the attached drawing. (Men’s-43 lockers, women’s 5 lockers)

2. Drawing A106

1. Revise the concrete slab slopes in Bay 01, Bay 02 & Bay 03 as shown on the attached drawing.

3. Drawing A302

Replace maintenance pit detail 7, A302 with the structural detail 3, S3.0.

4. Drawing A304

Revise detail 2, A304 Eliminate fire spray around the steel beam. Install 2 hr fire rated shaft wall, ULC Des W452 on the maintenance building side only. See attached drawing.

5. Drawing A505

The roof should be 2 ply sbs modified bitumen roof - adhered.

6. Drawing A103

1. Eliminate urinal in washroom as shown. 2. Extend the walls in men’s change room 118 and Women’s Change Room 117 facing the corridor 124

to underside of roof deck and fill them with “Roxul” 3-1/2” stone wool sound insulation. Cut the gypsum board to fit into metal roof deck flutes.

3. Align the door frame of the meeting room door 111 with the corridor 124 bulkhead above. 4. For clarification of the extent of fire caulking read note 17 and review the image on the drawing.

Specifications:

1. Section 13 34 23 Fabricated Structures Solar Panel loading: 7 pounds per square foot (7 lbs/sf), in addition to the anticipated snow load. Hung Loads: The ceiling loads for the maintenance building should be 5 pounds per square foot (5 lbs/sf). Crane Beams: Should be supplied and installed by the prefabricated steel structure building subcontractor.

The crane rails should be provided & installed by the crane supplier.

2. Add Specification Section 07 46 16 Preformed Metal Siding.

End of Addendum 1.

NGagachev

Text Box

1

Midland Municipal Maintenance Facility Section 07 46 16

Project No. 115 014 PREFORMED METAL SIDING

March, 2016 Page 1 of 5

Part 1 General

1.1 SECTION INCLUDES

.1 Preformed metal siding system for walls, soffits, with insulation, related flashings and

accessory components.

1.2 REFERENCES

.1 ASTM A167 - Stainless and Heat-Resisting Chromium Nickel Steel Plate, Sheet, and

Strip.

.2 ASTM A606 - Steel, Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-

Rolled, with Improved Atmospheric Corrosion Resistance.

.3 ASTM A653/A653M - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by the Hot-Dip Process.

.4 ASTM A755/A755M - Steel Sheet, Metallic Coated by the Hot-Dip Process and

Prepainted by the Coil-Coating Process For Exterior Exposed Building Products.

.5 ASTM A792/A792M - Steel Sheet, 55% Aluminum-Zinc Alloy Coated by the Hot-Dip

Process.

.6 ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate.

1.3 SYSTEM DESCRIPTION

.1 System: Preformed and prefinished metal siding system of horizontal profile; site

assembled. Refer to wall types indicated on drawings for horizontal and vertical

installation.

1.4 DESIGN REQUIREMENTS

.1 Components: Design and size components to withstand dead and live loads caused by

positive and negative wind pressure acting normal to plane of wall.

.2 Maximum Allowable Deflection of Panel: 1/90 of span.

.3 Movement: Accommodate movement within system without damage to components or

deterioration of seals, movement within system; movement between system and perimeter

components when subject to seasonal temperature cycling; dynamic loading and release of

loads; deflection of structural support framing.

.4 Drainage: Provide positive drainage to exterior for moisture entering or condensation

occurring within panel system.

.5 Products: Provide continuity of thermal barrier at building enclosure elements in

conjunction with thermal insulating materials.

.6 Vapour Retarder: Provide continuity of vapour retarder at building enclosure elements.




.7 Air Seal: Provide continuity of air barrier seal at building enclosure elements.

1.5 SUBMITTALS FOR REVIEW

.1 Shop Drawings: Indicate dimensions, layout, joints, construction details, methods of

anchorage.

.2 Samples: Submit two samples of siding, 8 x 8 inch in size illustrating finish colour, sheen,

and texture.

1.6 QUALITY ASSURANCE

.1 Manufacturer: Company specializing in manufacturing the products specified in this

section with minimum three (3) years documented experience.

.2 Installer: Company specializing in performing the work of this section with minimum

three (3) years documented experience.

1.7 MOCK-UP

.1 Construct mock-up, 10 feet long by 10 feet wide, which includes siding and soffit system,

panel and glazing, attachments to building frame, associated vapour retarder and air seal

materials, weep drainage system, sealants and seals, and related insulation.

.2 Locate where directed.

.3 Mock-up may remain as part of the Work.

1.8 DELIVERY, STORAGE, AND PROTECTION

.1 Protect panels from accelerated weathering by removing or venting sheet plastic shipping

wrap.

.2 Store prefinished material off ground protected from weather, to prevent twisting,

bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

.3 Prevent contact with materials which may cause discolouration or staining.

1.9 COORDINATION

.1 Coordinate the Work for installation of vapour retarder and air barrier seals.

.2 Coordinate the Work with installation of windows, louvres, and components or materials.

1.10 WARRANTY

.1 Correct defective Work within a five (5) year period after Substantial Completion for

degradation of panel finish including colour fading caused by exposure to weather.

.2 Correct defective Work within a five (5) year period after Substantial Completion water

tightness, and integrity of seals.




Part 2 Products

2.1 EXTERIOR SHEET MATERIALS

.1 Precoated Galvanized Steel: ASTM A653/A653M, Coating Designation G90 (Z275);

shop precoated with silicone polyester coating. Exposed Exterior Surfaces: colour from

manufacturer's standard range.

.2 Aluminum-zinc alloy coated sheet steel conforming to the requirements of AST M

A792/A792M Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated

by the Hot-Dip Process with metallic coating designation AZM150 (AZ50)

2.2 INSULATION

.1 Refer to wall types and exterior insulation requirements as shown on the drawings.

2.3 ACCESSORIES

.1 Gaskets: Manufacturer's standard type suitable for use with system, permanently resilient;

ultraviolet and ozone resistant; colour as selected.

.2 Sealants: Manufacturer's standard type suitable for use with installation of system;

non-staining, non-skinning, non-shrinking and non-sagging; ultra-violet and ozone

resistant; colour as selected.

.3 Fasteners: Manufacturer's standard type to suit application; with soft neoprene washers,

steel, hot dip galvanized; fastener cap same colour as exterior panel. Exposed fasteners

same finish as panel system.

.4 Field Touch-up Paint: As recommended by panel manufacturer.

.5 Bituminous Paint: Asphalt base.

.6 Building Paper: Cellulose fibre building paper, water repellent breather type.

2.4 COMPONENTS

.1 Exterior Sheet:

- Minimum 24 gauge thick precoated steel stock profile as indicated; 36 inches wide

panel; lapped edges, filled with sealant.

- Profile: 7/8” Corrugated

- Fabricated from Z275 galvanized sheet steel conforming to ASTM A653M Grade 230 or

AZ150 Galvalume, sheet steel conforming to ASTM A792M Grade 230.

-Colour to be selected from a standard colours palette.

- Prepainted colour from the Perspectra Series Paint System.

.2 Sub-girts: Formed galvanized steel, ASTM A653M Grade 230 with Z275 zinc coating, as

detailed in the approved shop drawings

.3 Soffit Panels: 24 gauge thick precoated steel, profile in 36 inch wide panels; lapped edges

filled with sealant.




.4 Internal and External Corners: Same material, thickness, and finish as exterior sheets;

profile to suit system; shop cut and factory mitred to required angles. Mitred internal

corners to be back braced with precoated sheet stock to maintain continuity of profile.

.5 Expansion Joints: Same material, thickness and finish as exterior sheets type, of profile to

suit system.

.6 Trim, Closure Pieces, Caps, Flashings, Facias, and Infills: Same material, thickness and

finish as exterior sheets; brake formed to required profiles.

.7 Anchors: Galvanized steel

2.5 FABRICATION

.1 Form sections true to shape, accurate in size, square, and free from distortion or defects.

.2 Form pieces in longest practicable lengths.

.3 Panel Profile: Corrugated

.4 Fabricate corners in one continuous piece with minimum 18 inch returns.

Part 3 Execution

3.1 EXAMINATION

.1 Verify substrate framing.

.2 Verify that building framing members are ready to receive panel system.

3.2 INSTALLATION - BUILDING PAPER

.1 Install 1 layers building paper horizontally on walls to receive metal siding.

.2 Weather lap edges 6 inches and ends minimum 6 inches, minimum.

.3 Stagger vertical joints of each layer.

.4 Securely staple in place.

3.3 INSTALLATION

.1 Install metal siding system on walls and soffits in accordance with manufacturer's

instructions.

.2 Protect surfaces in contact with cementitious materials and dissimilar metals with

bituminous paint. Allow to dry prior to installation.

.3 Fasten siding to structural supports; aligned, level, and plumb.

.4 Locate joints over supports. Lap panel ends minimum 2 inches.




.5 Provide expansion joints where indicated.

.6 Use concealed fasteners unless otherwise approved by Consultant.

.7 Seal and place gaskets to prevent weather penetration. Maintain neat appearance.

3.4 TOLERANCES

.1 Maximum Offset From True Alignment Between Adjacent Members Butting or In Line:

1/16 inch.

.2 Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch.

3.5 CLEANING

.1 Remove site cuttings from finish surfaces.

.2 Clean and wash prefinished surfaces with mild soap and water; rinse with clean water.

END OF SECTION

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OFFICE 1

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OFFICE 2

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OFFICE 4

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OFFICE 5

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MEETINGROOM

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LUNCH RM.

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KITCHEN

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RECEPTION

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GENERALSTORAGE

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BOILER ROOM

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SERVER RM

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UNIV. WSHRM.

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JAN.

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90' - 6"

VISITORENTRANCE

EMPLOYEEENTRANCE

TOOL ST.

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GENERALSTORAGE 2

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CORRIDOR

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A501 11

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11' - 5" 6' - 0" 2' - 11 1/4" 5' - 0" 5' - 6 7/8" 5' - 0" 5' - 5 1/8" 5' - 0" 5' - 7 7/8" 5' - 0" 5' - 6" 5' - 0" 6' - 0" 6' - 0" 10' - 10 1/4"

BRADLEY

EYE WASH

ROOFLADDER

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B1 B1

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12' - 5 1/2"

12' - 5 1/2"

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5' - 0"

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5' - 0"

6' - 5 1/4"

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EQ

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12' - 0"

4 7/8"

12' - 0"

4 7/8"

10' - 0"

6 1/8"

7' - 0 1/4"

4 7/8"

7' - 3 1/2"

PT1

15' - 10"

5"

4' - 1 5/8"

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EQ

10' - 0 1/8" 4 7/8" 6' - 0"

3 1/8"

4 7/8" 10' - 2" 4 7/8" 10' - 2" 4 7/8" 10' - 2" 4 7/8" 10' - 2" 4 7/8" 10' - 2" 4 7/8" 18' - 8"

PT1 PT1 PT1 PT1PT1

PT1 PT1 PT1 PT1

4' - 6 7/8"

5' - 6 3/4" 12' - 0" 5"

8 1/8" 10' - 0" 16' - 2 1/2" 18' - 3 1/2" 12' - 6 1/2" 21' - 11 1/2" 10' - 0" 8 1/8"

4' - 6"

5' - 0"

4' - 6"

5' - 0"

4' - 4"

5' - 0"

4' - 4"

5' - 0"

2' - 9 1/2"

2' - 6"

2' - 9 1/2"

5' - 4 3/8"

12' - 11"

12' - 11"

12' - 5 1/2"

12' - 5 1/2"

51' - 1 1/2"

5' - 4"

4 7/8"

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4 7/8"

24' - 6 1/8"

4 7/8"

12' - 0"

FRIDGEN.I.C.

SINK

MICROWAVE.N.I.C

DISHW.N.I.C.

15' - 9 3/4"

14' - 8 5/8"

6 1/8"

10' - 0"

4 7/8"

7' - 7 7/8"

4' - 4 1/8"

WT1

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WT1

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8"

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4' - 0" 5"

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PT2

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4

4 7/8"12' - 6 5/8"8 1/8" 9' - 3 1/8"

7' - 2"

4 7/8"

5' - 11 3/4"

4 7/8"

12' - 6 5/8"

4 7/8"

6' - 0"

3' - 4"

SHELFN.I.C.TYP.

32' - 3 7/8"

5' - 4"

3' - 4"

SHELFN.I.C.TYP.

SHELFN.I.C.TYP.

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HIGHCOMPDESKTYP.

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5' - 6"

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3' - 4" 3' - 1" 3' - 4" 6' - 11" 3' - 4" 3' - 11" 8' - 6" 25' - 1 1/2" 2' - 8 7/8" 3' - 4" 1' - 4 1/8" 12' - 0" 5' - 4 5/8"

EYEWASH

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DRINKINGFOUNTAIN

WASHER/DRAYERN.I.C.

BOILERSEEMECH.

WATERSOFT.SEEMECH.

4"

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112A

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N.I.C. N.I.C.N.I.C.

WORKING BENCHN.I.C.

A401

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A401

4

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB HPB

14

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14

15

3' - 0"

4' - 4"

PRINTERN.I.C.

16

E3

N.I.C. - NOT IN CONTRACTMW - MICROWAVEFD - FLOOR DRAINFE - FIRE EXTINGUISHERDW - DISHWASHERRWL- RAIN WATER LEADERW - WASHERD - DRYERDF - DRINKING FOUNTAIN

2

CONSTRUCTION NOTES

5

INSTALL 4" HIGH CONCRETE BASE BELOW METAL LOCKERS . TYPICAL.

8

9

AT CONCRETE BLOCK WALLSALL EXPOSED HORIZONTAL & VERTICAL EDGES TO BEBULLNOSE CONCRETE BLOCK

1

3

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INSTALL WOOD BLOCKING IN THE WALLFOR SUPPORT OF FOLDING BED. SEE DETAIL 1/A403.

FIRE DEPARTMENT SIAMESE CONNECTION. SEE MECHANICAL.

6

7

DEPRESS CONCRETE SLAB FOR 2" AT HANDICAP ACCESSIBLESHOWERS. SEE EDGE OF SLAB DRAWING.

INSTALL TOP COVER PLATES AT METAL LOCKER CORNERS.COLOUR AND MAKE TO MATCH SELECTED LOCKERS.FOR LOCKER COLOUR SELECTION REFER TO SPECIFICATIONS ANDINTERIOR FINISH SCHEDULE.

LEGEND

10

INSTALL SOLID PHENOLIC TOILET PARTITIONSEE SPECIFICATIONS.INSTALL STEEL FRAMING TO SUSPEND THE TOILET PARTITIONS.

11

INSTALL CURTAIN ROD C/W SHOWER CURTAIN AND HOOKS.SEE WASHROOM PLANS A403

SURFACE MOUNTED FIRE EXTINGUISHER. SEE MECHANICAL.

TRANSITION FLOOR STRIP BY SCHLUTER OR EQUAL.

DOMESTIC WATER METER. SEE MECHANICAL

RECESSED (IN WALL) FIRE EXTINGUISHER. SEE MECHANICAL.11A

11B FIRE EXTINGUISHER AND CABINET. SEE MECHANICAL

12 EXTEND THE GYPSUM BOARD WALLTO UNDERSIDE OF STEEL DECK.INSULATE THE WALL ABOVE AND ON SIDESOF THE ACCORDION DOOR AS SHOWNWITH ROXUL INSULATION FOR SOUND PROTECTION.

13 FROST SLAB AT ENTRANCES ONLY

12A INSULATE WALL BETWEEN OFFICE 5 AND MEETING ROOMFOR SOUND PROTECTION. CARRY GYPSUM BOARD TO UNDERSIDE OFDECK .

14 HOSE BIB - SEE MECHANICAL

15 GAS METER - SEE MECHANICAL

16PRINTER BY CLIENT; FOR POWER REQUIREMENTS REFER TO ELECTRICALDRAWINGS

17 BUILD THE CONCRETE BLOCK FIRE SEPARATION WALL (ON GRID LINE C) TIGHT ASPOSSIBLE TO THE OPEN WEB STEEL JOISTS IN ORDER TO HAVE MINIMUM CAULKING.BRING THE CONCRETE BLOCK WALL TO UNDERSIDE OF DECK.APPLY FIRE CAULKING BETWEEN ROOF METAL DECK AND CONCRETE BLOCK WALL.

17 17 17 17

DO NOT SCALE DRAWINGS. USE ONLY DRAWINGSMARKED "ISSUED FOR CONSTRUCTION". VERIFYCONFIGURATIONS AND DIMENSIONS ON SITE BEFOREBEGINNING WORK. NOTIFY ARCHITECT IMMEDIATELY OFANY ERRORS, OMISSIONS OR DISCREPANCIES.

CHAMBERLAIN ARCHITECT SERVICES LIMITED ANDCHAMBERLAIN CONSTRUCTION SERVICES LIMITED HAVESIMILAR OWNERSHIP.

SEAL

SHEET NAME

START DATE

DRAWN BY

CHECKED BY

SCALE

PROJECT NO.

DRAWING

Chamberlain ArchitectServices Limited

5096 South Service RoadSuite 103


CANADA

Tel: 905.631.7777

Fax: 905.631.7717


ArchitectsConstructors

Managers

CONSTRUCTION NORTH TRUE NORTH

1/4" = 1'-0"

30/03/2016 5:45:20 PM

C:\Users\ngagachev\Documents\115014 Midland_Central Latest_NGagachev.rvt

A103

ADMINISTRATIVEWING - ENLARGED

GROUND FLOOR PLAN

NG

MY/NG/PD

115014

MIDLANDOPERATIONSCENTRE

1099 MacDONALD AVENUE,MIDLAND, ON, L4R 1R2

13/07/2015 1/4" = 1'-0"A103

1 ENLARGED GR. FLOOR PLAN - ADMIN. WING

NO. ISSUED DATE

1 ISSUED FOR PRICING 2015 11 02

2 PRICING / FINAL COORD. 2016 01 15

3 PERMIT/TENDER 2016 03 11

4 ADDENDUM #1 2016 03 30

THIS IMAGE IS INCLUDED FOR INFORMATION PURPOSES ONLYTHE IMAGE IS NOT PART OF THIS PROJECT.

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7 1/2"

7 1/2"

27' - 7 1/4"

4' - 11 3/4"

6' - 4"

15' - 8"

1' - 2"

PT3

WORKBENCHN.I.C.TYP.

10' - 5"

4

6' - 0"

99' - 1 1/2"

6' - 0"

4 4 4 4 4 4

4 4 4 4 4 4 4

7

11

9

A302

FD.

FD.

FD.

6' - 7"

8' - 5 3/8"

124

3' - 7 3/4"

59' - 4 5/8"

2' - 5 1/4"95' - 1 1/2"

3

8' - 0"

3' - 3"

10' - 10 1/2"

2

2

0.0"

0.0"

0.0" 0.0" - 6"

- 6"

0.0"

0.0"

0.0"

0.0"

0.0"

0.0"

0.0" 0.0"

2' - 0"

- 6"

- 6"

2' - 0"70' - 3"

0.0"

0.0"

0.0"

0.0"0.0" 0.0"

- 6"

0.0" 0.0" 0.0"

0.0"

2

0.0"

4' - 8"

FD.

SLOPE

2%

21' - 10 3/4"

- 5 1/4" - 5 1/4"

SLOPE

2%

SLOPE

2%

SLOPE

2%

0.0" 0.0"

0.0"

44' - 4"

SLOPE

2%

SLOPE

2%

SLOPE

2%

SLOPE

2%

SLOPE

2%

SLOPE

2%

0.0"0.0" 0.0"

SLOPE

2%

SLOPE

2%

SLOPE

2%

0.0"

2' - 0" 2' - 0"

610 mm

44' - 4"

13512 mm

4' - 0"

1220 mm

- 4.0" - 4.0"TYPICAL

SLOPE2%

SLOPE2%

SLOPE2%

SLOPE2%

0.0"

0.0"

0.0"

16' - 7"1' - 4"15' - 9 3/4"

- 4" - 4"

- 4.0" - 4.0"

SLOPE

2%

SLOPE

2%

SLOPE

2%

SLOPE

2%

SLOPE

2%15 15

15 15

15

15

15

15

15

15 15

15 15

16 7

A301

7

A301

EYEWASH

17 17 8a

18

HB

HB

HB

4

18

HB18

HB HB

18

HB

20

2121 21

22

22

HIGH PRESSUREWASHER

21 21

21

21

21

21

21 21

23 23 23 23

21

23

HIGH

PRESSURE

WASHER

18

22

18

HB

HB

1818

21

HB

18

18

18

HB

HB

PT3

PT4

5

A302

15

15

SLOPE

1%

SLOPE

1%

SLOPE

1%

8' - 3"

9' - 6"

15' - 7"

8' - 3"

9' - 6"

14' - 2"10' - 10"

15' - 7"

25

CL OFHOIST

CL OF HOIST

25

4"

4"

SLOPE

2%

8' - 0"

1212

8' - 0"

-2"

VALLEY

-2"

0.0"

EQEQ

8' - 0"

+ 2.22"

-2"

SLOPE

2%

-2"

SLOPE2%

SLOPE1%

-2"

-2"

8' - 0"

SLOPE1%

SLOPE1%

0.0"

0.0"

0.0"

SLOPE2%

SLOPE2%

SLOPE3.6%

SLOPE

2%

SLOPE

1%

22

22

1' - 4"

SLOPE1%

25' - 4"

5' - 6"

+ 2.2" +2.2"

+ 2.2" +2.2"

-3/4"-3/4"

-3/8"

-2" -2"-2"

-2"

-3/8"

HB

0.0" 0.0" 0.0"

1' - 1"

7' - 11 3/4"

1' - 4"

42' - 1"

1' - 4"

38' - 6 3/4"

1' - 4"

8' - 0"

0.0" 0.0"

2

SLOPE

2% SLOPE

2%

SLOPE

2%

8' - 3 3/8"

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

SLOPE2%

SLOPE2%

SLOPE2%

VALLEY

VALLEY

VALLEY

0.0" 0.0" 0.0" 0.0" 0.0"

0.0"

0.0" 0.0" 0.0" 0.0"0.0"

0.0"0.0"

SLOPE2%

RIDGE

24' - 6"

1' - 4"

24' - 6"

24' - 6"

1' - 4"

24' - 6"

2' - 0"

- 6"

2' - 0"

- 6"

- 6"

2' - 5 1/4"2' - 3 3/4"

4' - 0"

22

0.0"

E3

-2"

CONSTRUCTION NOTES / LEGEND

1 INSTALL 6" HIGH CONCRETE APRON AROUND COLUMNS.SEE CONCRETE APRON LEGEND ON DRAWING A105.

AT CONCRETE BLOCK WALLS ALL EXPOSED HORIZONTAL &VERTICAL EDGES TO BE BULLNOSE CONCRETE BLOCK

2INSTALL CONTINUOUS TRENCH DRAIN.SEE DETAILS 7/A302 AND DRAWING A402.SEE STRUCTURAL & MECHANICAL DRAWINGS.

3 PAINT SAFETY YELLOW CONCRETE FLOOR.

4

5PRE-ENGINEERED BUILDING MANUFACTURER TO PROVIDESTRUCTURE FOR 5T CRANE ALONG GRID LINES D & G AND6 & 3b. FOR LOADS REFER TO STRUCTURAL DRAWINGS.SEE DRAWING A502.

6 NOT USED

7

8ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METALIN WASH BAY AREA TO BE HOT DIP GALVANIZED.

10ALL ELECTRICAL DEVICES TO BE PROTECTED FROM WATERPENETRATION ( IN WASHBAY AREA)

9

12 8" DIA BOLLARD. SEE SECTION DETAIL ON DRAWING SP 1

13MANIFOLD FOR THE RADIANT FLOOR HEATING - SEEMECHANICAL DRAWINGS

RAIN WATER LITER TYPICAL.

14 FOR PRE-ENGINEERED BUILDING REFER TO SPECIFICATIONS.

CONNECTING DOOR FOR FUTURE ADDITION.11

INSTALL CEILING IN COMPRESSOR ROOM 127. FOR CEILING SEESTRUCTURAL DRAWINGS.

15 WORK BENCH N.I.C.

16 REFER TO MILLWORK DETAILS 12-14, A401

17WELD 6"x6"x3'-0" LONG HSS, TO STEEL FRAME.THE HSS SHOULD BE STEEL HOT DIP GALVANIZED.INSTALL THE HSS 8'-0" ABOVE THE FLOOR.

18 HOSE BIB - SEE MECHANICAL

19 NOT USED

OIL INTERCEPTOR - SEE MECHANICAL20

21 COMPRESSED AIR DROP - SEE MECHANICAL

22 FIRE EXTINGUISHER & CABINET - SEE MECHANICAL

23 HIGH PRESSURE WAND C/W SHUTT-OFF VALVESEE MECHANICAL.

24 NOT USED

25 CAR HOIST BY CLIENT.FOR ELECTRICAL REQUIREMENTSREFER TO ELECTRICAL DRAWINGS.FOR STRUCTURAL ATTACHMENT TOCONCRETE SLAB SEE STRUCTURAL.



SEAL

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CONSTRUCTION NORTH TRUE NORTH




CANADA

Tel: 905.631.7777

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Managers

As indicated

30/03/2016 5:45:22 PM


A106

MAINTENANCEBUILDING- ENLARGEDGROUND FLOOR PLAN

NG

MY/NG/PD

115014



13/07/2015

1/8" = 1'-0"A106

1 ENLARGED GROUND FLOOR PLAN - MAINTENANCE FACILITY

NO. ISSUED DATE




4 ADDENDUM #1 2016 03 30

T/O GROUND FLOOR0' - 0"

7

SLOPE MIN. 1%

2 1/2" x 2 1/2" x 1/4"GALVANIZED STEEL ANGLEC/W ANCHORS @ 24" O.C.

SLOPE AWAY

COMPRESSIBLENEOPRENE RUBBERDOOR SWEEP

SLOPE 1% TO TRENCH DRAIN

CONCRETE APRONBEYONDSEE DETAIL A105

EXTERIORPREENGINEEREDSTRUCTURALFRAMING BEYOND

INSULATED PREFINISHEDMETAL OVERHEAD DOORSEE DOOR SCHEDULE

OVERHEADDOOR JAMB

TYPICAL BAY

WATER RETENTIONPIPE BEYOND(SEE MECH.)

BOLLARDBEYOND

2"

4" 4"

2"

7

EXTERIORTYPICAL BAY

WEATHER STRIPPINGAT JAMB & HEADBOX TO BE ALUMINUM TYPEC/W NYLON BRUSH

BUTYL SEALANTAT HEAD AND JAMB

DRIP FLASHING

OVERHEAD DOOR JAMBSTEEL PLATETOP AND SIDES.+/- 13" WIDE, 1/8" THICK.SITE VERIFY DIMENSIONSPRIOR PRODUCTION.

1/8" METAL BENT PLATESEE DETAIL 2/A402

FILL VOID WITHSPRAY FOAM INSULATION

WATER RETENTIONMECHANICAL PIPE BEYOND

PRE-ENGINEEREDSTEEL FRAME

3" DOOR RAILSEE SPECS.

TOP OF OH DOOR18' - 0"

T/O OF STRUCTURE (2)26' - 0"

7

GUTTER HANGER AT 20" O.C.SEAL WITH BUTYL TAPEAS RECOMMENDEDBY MANUFACTURER

GUTTER TRIM

BIRD BLOCK

BUTYL TAPE SEALANT STRIPUNDER GUTTER STRAP

EAVES STRUTPREENGINEERED FRAMEAPPLY BUTYL TAPESEALANT ATALL CORNERS AS PERMANUFACTURERRECOMMENDATIONS.

FILL WITHCOMPRESSIBLE INSULATION

SLOPE - SEE ROOF PLAN

EXTERIORINTERIOR(TYPICAL BAY)

PROVIDE HEATTRACING LINESSEE ELECTRICAL.

DOWNSPOUT BEYOND


C D

FOR THICKNESS OFCONCRETE SLAB ATTRANSITION BETWEENMAINTENANCE ANDADMINISTRATIVE BUILDINGSEE STRUCTURAL

CONCRETE APRONSEE EDGE OF SLAB PLANA105

4 3/8" 3 5/8"

T/O LOWER BUILDING14' - 2"

U/S OF STEEL DECK13' - 0"

C D

CAULKING

ROOF MEMBRANE TO UPAND OVER PARAPET

PREFINISHEDMETAL FLASHING

ROOFING MEMBRANE ON1/2" EXTERIOR GRADEPLYWOOD SH.6" STEEL STUDS FILL W/INSULATION

4" SPRAY FOAMINSULATION

PRE - ENGINEERED STEEL"Z" GIRT. SEE SPECSECTION 13 34 23FABRICATED STRUCTURES

FIRE RATEDCONCRETE BLOCK WALL

SECURE CONCRETE BLOCKTO STEEL BEAM.SEE STRUCTURAL DRAWINGSFOR CONNECTION.

CAULK

TOP OF PARAPET15' - 3"

SITE VERIFY

+/- 2' - 8 3/8"

ULC SHAFT WALL TYPEDES W452, SYSTEM B.

FOR COMPOSITIONSEE ATTACHED PAGEOF THE SHAFT WALL SELECTORCATALOGUE CUT.

2" SPRAY FOAMINSULATION

ADMINISTRATIONBUILDING CEILING SPACE

MAINTENANCEBUILDINGBAY 1

3 1/2"

MAKE SURE THAT EXPOSEDEDGES OF SHAFT WALL HAVEPROPER FIRE PROTECTION.

T/O OF STRUCTURE (2)26' - 0"

C D

3" TYP. 3"

SEE ROOF PLAN

VARIES

EAVES STRUTPREENGINEERED FRAMEAPPLY BUTYL TAPE SEALANT ATALL CORNERS AS PERMANUFACTURER RECOMMENDATIONS

POP RIVETS AT 12" O.C.

LOW EAVE TRIM

PANEL RIDGE BEYONDAPPLY INSIDE CLOSURE STRIPC/W BUTYL TAPE SEALANTAT TOP AND BOTTOM

EXTERIOR

TYPICALBAY


M

SLOPE AWAY FROMBUILDING

PREFINISHED METALFLASHING ON BLUESKINMEMBRANE

PARGE - SEE SPECS.

CAULK - SEE SPECS.

EXTERIOR

4" CONCRETE BLOCKTO 7'-6" A.F.F.(UNDERSIDE OF "Z" GIRT)

"Z" GIRT

7'- 6" TYPICAL

3 5/8" 3"

4"

1'-0" TYP.

SLOPE

PRECASTCONCRETE SILLC/W DRIP EDGE

EMSEAL1/2" EXPANSION JOINT

6" HIGH CONCRETE APRONPAINT EDGES SAFETY YELLOWSEE DETAIL A105

2" RIGID INSULATIONBELOW HEATED SLAB.FOR TYPE SEE SPECIFICATIONS

SLOPE SLABTO TRENCH DRAINSEE MECHANICAL

3 3/8"

3/8"

EXTENT OF 6"CONCRETE BLOCKBETWEEN APRONS

INSULATED ROOF PANEL

LINE OF DOOR FRAME BEYOND

INTERIOR

LINE OF RIGID FRAMEOF PRE-ENG BUILDINGSEE SPECIFICATION.

10"2"

6"

CONCRETE BLOCKSECURED TO 10""Z"GIRT.

T/O ROOF28' - 5"

3BAPPLY OUTISDE CLOSURE STRIPC/W BUTYL TAPE SEALANTAT TOP AND BOTTOM

OUTSIDE RIDGEC/W METAL CLOSURESEAL WITH BUTYPL TAPE SEALANTAT TOP AND BOTTOM.

FILL GAP CONTINUOUSLY WITHFOAMED-IN-PLACE URETHANE

SLOPE - SEE ROOF PLANSLOPE - SEE ROOF PLAN

LINE OF TOP OFPRE- ENGINEEREDSTEEL FRAME -

10" "Z" GIRTS(PURLINS)

10"



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Managers

1 1/2" = 1'-0"

31/03/2016 11:14:19 AM


A304

SECTION DETAILS II

NG

PD/NG

115014



13/07/2015

1 1/2" = 1'-0"A304 REF.:8 / A302

4 TYPICAL SECTION AT OVERHEAD DOOR

1 1/2" = 1'-0"A304 REF.:8 / A302

5 SECTION DETAIL AT OVERHEAD DOOR

1 1/2" = 1'-0"A304 REF.:8 / A302

6 SECTION DETAIL AT MAINTENANCE ROOF WITH GUTTER

1 1/2" = 1'-0"A304 REF.:6 / A302

1 CONNECTION AT MAINTENANCE & ADMIN - BASE

1 1/2" = 1'-0"A304 REF.:6 / A302

2 CONNECTION AT MAINTENANCE & ADMIN. AT ROOF

1 1/2" = 1'-0"A304 REF.:6 / A302

3 SECTION DETAIL AT MAINTENANCE ROOF

1 1/2" = 1'-0"A304 REF.:5 / A301

7 SECTION AT TYPICAL MAINTENANCE FACILITY WALL

1 1/2" = 1'-0"A304 REF.:3 / A301

8 SECTION DETAIL AT ROOF RIDGE

NO. ISSUED DATE




4 ADDENDUM #1 2016 03 30

NGagachev

Cloud

ø 5' - 3"

3' - 6 1/8"

4 1/8"

14' - 0"

1"3 7/8"

18' - 0"

1' - 0" 11' - 0"6 5/8"

5

29

43

1

4' - 0"

WMNS' CR

117

MENS' CR

118

A403

2

A403

3

A4034

5

A403

11

12

30

1' - 0"

305 mm

2' - 11 1/2"

900 mm

MIN. 300mm

1' - 3 3/4" MIN

400 mm

2' - 11 1/2"

MIN

900 mm

4' - 11"MIN

1500 mm

EQ

EQ

2' - 11 3/8"

MIN CLEAR FLOOR SPACE

900 mm

4' - 11"MIN CLEAR FLOOR SPACE

1500 mm

1' - 5"

MIN

430 mm 2' - 9 1/2"

MAX

850 mm

0' - 11 7/8"MIN

300 mm

2' - 11 3/8"

900 mm

4' - 11"MIN

1500 mm

THRESHOLD LEVEL WITHADJACENT FINISHEDFLOOR OR BEVELEDTHRESHOLD MAX. HEIGHTOF 13mm

2' - 11 3/8"

900 mm

HANDHELD SHOWER HEAD WITHNOT LESS THAN 1500mmFLEXIBLE HOSE LOCATED SO ITIS REACHABLE FROM SEATEDPOSITION AND EQUIPPED WITHSUPPORT TO OPERATE ASFIXED SHOWER HEAD

PRESSURE-EQUALIZING ORTHERMOSTATIC MIXINGVALVE CONTROLLED BY ALEVER OR OTHER DEVICEOPERABLE WITH A CLOSEDFIST FROM THE SEATEDPOSITION

MIN. 35mm MAX. 40mmDIA. SLIP RESISTANTGRAB BAR WITHCLEARANCE OF 50mmFROM WALL, INSTALLEDTO RESIST LOAD OF ATLEAST 1.3kN

PLAN ELEVATION ELEVATION

SHOWER HEAD

6' - 10 5/8"

2100 mm

FULLY RECESSEDSOAP DISHREACHED FROMSEATED POSITION

SHOWER HEAD

CONCRETE FLOOR RECESSED2" TO ALLOW FOR FLUSH ENTRYINTO ROLL-IN SHOWER

SLIP-RESISTANTFLOOR SURFACE

HINGED SEAT (NOT SPRING LOADED) OR FIXED SEATNOT LESS THAN 450mm WIDE & 400mm DEEPMOUNTED 430mm-485mm ABOVE FLOOR, DESIGNEDTO CARRY MIN. LOAD 1.3kNTO MEET OBC 3.8.3.13(e)

1' - 5 3/4"

MIN

450 mm

19"

485mm MAX

500mm MAX

500 MAX

2' - 11 1/2"

900 mm


FULLY RECESSEDSOAP DISHREACHED FROMSEATED POSITION

A403

2


A403

2


6' - 0"

4"

4" CONCRETE BASE

INSTALL PORCELAINTILE OVER CONCRETEBASE

16X89 WOOD BLOCKING

16X89 WOOD BLOCKING

WALL, REFER TOFLOOR PLAN FORWALL TYPES

1' - 0"

T/O GROUND FLOOR SLAB

0' - 0"

T/O MAIN FLOOR0' - 0"



SEAL

SHEET NAME

START DATE

DRAWN BY

CHECKED BY

SCALE

PROJECT NO.

DRAWING




CANADA

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Managers

As indicated

30/03/2016 5:45:31 PM


A403

ENLARGEDWASHROOM PLANS &

ELEVATIONS

NG

CMC

115014



13/07/2015

1/2" = 1'-0"A403

1 PLAN LAYOUT - LOCKERS - WASHROOMS

1/2" = 1'-0"A403

2 H.C. SHOWER DETAILS

1/2" = 1'-0"A403

3 MENS SHOWER

1/2" = 1'-0"A403

4 WOMENS SHOWER

1" = 1'-0"A403

5 SECTION DETAIL THRU LOCKER

NO. ISSUED DATE




4 ADDENDUM #1 2016 03 30

NGagachev

Cloud

ADDENDUM

PROJECT

NAME Midland Operation Centre MTE FILE NO.: 40722-100

CLIENT: CASL DATE: March 30, 2016

CLIENT FILE: ADDENDUM#: S01

This Addendum forms part of the Contract Documents and amends the original Drawings, issued for Permit and Tender on March 11, 2016, as noted below.

This Addendum consists of three (3) pages.

Drawing S4.0

• Metal deck notes are revised as shown.

Drawing S4.1

• Loading notes have been added to roof framing plan as shown.

End of Addendum S01

2

A

5

C

3

4

B

5A

A1 B1

2.1

3B

NOTES:1. u/s ROOF DECK EL. = ± 13' - 0" (U.N.O.) (SEE ARCH. DWGS.)2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS,

OPENINGS AND SLOPES NOT SHOWN ON THIS DRAWING.3. REFER TO MECHANICAL DRAWINGS FOR ROOF TOP UNIT WEIGHTS AND

LOCATIONS.4. DENOTES LOCATION OF ROUGH OPENING REFER TO ARCH.

DWGS FOR DIMS AND OPENINGS NOT SHOWN AND CO-ORDINATE ALL FLOOR OPENINGS WITH MECH. CONTRACTOR.

6. ROOF DEAD LOAD = 28.2 psfFUTURE FLOOR DEAD LOAD = 85 psfFUTURE FLOOR LIVE LOAD = 50 psf

7. PROVIDE C6x8.2 FRAMING AROUND ALL MECHANICAL ROOF TOP UNITSAND ROOF OPENING.

S6.1 1

S6.0

1

S6.12

S6.0

2

W12X

16

W16X

31

W12X

16

W16X31 W16X31 W16X31

W12X

16

W16X

31

W24X76W24X76

W24X76 W24X76

W12X

16

W16X31W16X31W16X31

20"

DP

. O

WS

J

20"

DP

. O

WS

J

DO

DO

DO

DO

DO

DO

DO

DO

DO

20"

DP

. O

WS

J

20"

DP

. O

WS

J

DO

DO

DO

DO

DO

DO

DO

DO

DO

20"

DP

. O

WS

J

20"

DP

. O

WS

J

DO

DO

DO

DO

DO

DO

DO

DO

DO

W12X

16

W12X

16

W12X

16

W12X

16

W2 BELOW

W1 BELOW

W1 BELOWW2 BELOW

W2 BELOW

1

S5.0

2

S5.0BOT. CHORD ENDPANEL BRIDGING

TOP & BOT.CHORD BRIDGING

L3x3x1/4" (TYP.)

L3x3x1/4" (TYP.)



BOT. CHORD ENDPANEL BRIDGING

3

S5.0

1 1/2" x0.030" THK. METAL COMPOSITE DECK LZC.

(TO ALLOW FOR FUTURE FLOOR SLAB)





1

S5.0

Sim

1

S5.0

Sim

1

S5.0

Sim

2

S5.0

Sim

1

S5.0

Sim

1

S5.0

Sim

1

S5.0

Sim

HV-1WT = 3000lbs

RTU-2WT = 850lbs

RTU-1WT = 850lbs

RTU-3WT = 900lbs

HATCH

BR

AC

ED

BA

Y

BR

AC

ED

BA

Y

BR

AC

ED

BA

Y

BR

AC

ED

BA

Y

1 1/2" x0.048" THK. METALCOMPOSITE DECK LZC.(TO ALLOW FOR FUTUREFLOOR SLAB)



4

4

4

G

H

3B3A

C6X8.2

C6X8.2

C6X8.2

C6X8.2

C6X8.2

C6X8.2

2 1

/2"

CO

NC

. on 1

1/2

" x0.0

71"

TH

K. M

ET

AL C

OM

PO

SIT

E D

EC

K LZ

C.

(3 S

PA

N C

ON

T.)

PR

OV

IDE

L4x4x1/4

' PO

UR

ST

OP

AR

OU

ND

PE

RIM

ET

ER

OF

PLA

TF

OR

M

7"x

7"x

3/8

" T

HK

. W

ALL P

LA

TE

c/w

1/2

" D

IA. x 1

2"

LG

. x 4

"H

OO

K A

NC

HO

R (

TY

P.)

3

S4.0

10M x 6"x2" HOOKANCHORWELDED @ 12" o/c

L4x4x1/4" CONT.

WALL TYPE 'W1'

FLOOR DECK(REF. TO PLAN)

Engineers |Scientists |Surveyors

Project Manager:

Design By:

Scale:

Drawn By:

Date:

Project No.:

Drawing No.:

DRAWING

PROJECT

DO NOT SCALE DRAWINGS. CONTRACTORS MUST CHECK AND VERIFYALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.

ALL DRAWINGS REMAIN THE PROPERTY OF THE ENGINEER ANDSHALL NOT BE REPRODUCED OR REUSED WITHOUT THE ENGINEER'SWRITTEN PERMISSION.

THE OWNER/ARCHITECT/CONTRACTOR IS ADVISED THAT M.T.E.CONSULTANTS INC. CANNOT CERTIFY ANY COMPONENT OF THE SITEWORKS NOT INSPECTED DURING CONSTRUCTION. IT IS THERESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY M.T.E.CONSULTANTS INC. PRIOR TO COMMENCEMENT OF CONSTRUCTIONTO ARRANGE FOR INSPECTION.

BurlingtonBuilding Structures Division

Ph. (905)639-2552 www.mte85.com

NOTE TO CONTRACTOR:

CLIENT

ISSUED FOR PRICING 1 11/02/15

AS NOTED

ISSUED FOR PRICING and FINAL COORDINATION 2 01/19/16

ISSUED FOR PERMIT AND TENDER 3 03/11/16

ADDENDUM #1 4 03/30/16

S4.0

MIDLAND OPERATION

CSM/ MFW

CSM 40722-100

10/31/15CSM

ROOF FRAMING PLAN 1

1099 MacDonald Ave. Midland, Ontario

CENTRE 1/8" = 1'-0"

ROOF FRAMING PLAN 1

3/16" = 1'-0"

EQUIPMENT PLATFORM FRAMING PLAN2

3/4" = 1'-0"

ROOF SECTION3

03/30/2016

2

5

C

3

4

5A

2.1

D E F G H J K L M

3B

1.1

2A

3A

4A

4B

6

NOTES:1. u/s EXISTING ROOF DECK EL. = (SEE ARCH. DWGS.)2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, OPENINGS AND SLOPES NOT SHOWN ON THIS DRAWING.3. REFER TO MECHANICAL DRAWINGS FOR ROOF TOP UNIT WEIGHTS AND LOCATIONS.4. REFER TO ELEVATION DETAILS FOR VERTICAL BRACING AND GIRTS.5. DENOTES LOCATION OF ROUGH OPENING REFER TO ARCH. DWGS FOR DIMS AND OPENINGS NOT SHOWN AND

CO-ORDINATE ALL FLOOR OPENINGS WITH MECH. CONTRACTOR.6. REFER TO ARCH./ MECH./ ELECT. DRAWINGS FOR ALL SUSPENDED EQUIPMENT AND SPRINKLER LINES.7. FOUNDATIONS HAVE BEEN DESIGNED FOR THE STRUCTURAL LAYOUT SHOWN ON THIS PLAN. ALL FOUNDATION LOADS

MUST BE REVIEWED BY MTE PRIOR TO CONSTRUCTION. FRAMING FOR PRE-ENGINEERED BUILDING SHALL BE SIMILAR TOTHAT SHOWN ON THIS PLAN. ANY PROPOSED DISCREPANCIES BETWEEN PRE-ENGINEERED BUILDING AND THIS PLANSHALL BE IDENTIFIED DURING THE TENDER PROCESS.

8. ALL STEEL IN WASH BAY TO BE GALVANIZED.9. FOR PRICING, PROVIDE 4-TYPE 1 ANCHORS @ EA. COLUMN LOCATION.10. ROOF SUPERIMPOSED DEAD LOADS:

SOLAR PANELS = 4 psfMECH. / ELECTRICAL / CEILING ALLOWANCE = 5 psf

DO

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4

Engineers |Scientists |Surveyors

Project Manager:

Design By:

Scale:

Drawn By:

Date:

Project No.:

Drawing No.:

DRAWING

PROJECT

DO NOT SCALE DRAWINGS. CONTRACTORS MUST CHECK AND VERIFYALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.

ALL DRAWINGS REMAIN THE PROPERTY OF THE ENGINEER ANDSHALL NOT BE REPRODUCED OR REUSED WITHOUT THE ENGINEER'SWRITTEN PERMISSION.

THE OWNER/ARCHITECT/CONTRACTOR IS ADVISED THAT M.T.E.CONSULTANTS INC. CANNOT CERTIFY ANY COMPONENT OF THE SITEWORKS NOT INSPECTED DURING CONSTRUCTION. IT IS THERESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY M.T.E.CONSULTANTS INC. PRIOR TO COMMENCEMENT OF CONSTRUCTIONTO ARRANGE FOR INSPECTION.

BurlingtonBuilding Structures Division

Ph. (905)639-2552 www.mte85.com

NOTE TO CONTRACTOR:

CLIENT

ISSUED FOR PRICING 1 11/02/15

AS NOTED

ISSUED FOR PRICING and FINAL COORDINATION 2 01/19/16

ISSUED FOR PERMIT AND TENDER 3 03/11/16

ADDENDUM #1 4 03/30/16

S4.1

MIDLAND OPERATION

CSM/ MFW

CSM 40722-100

10/31/15CSM

ROOF FRAMING PLAN 2

1099 MacDonald Ave. Midland, Ontario

CENTRE

1/8" = 1'-0"

ROOF FRAMING PLAN 2

03/30/2016

7

JSC No.: 15-208

MECHANICAL ADDENDUM #M-1 MIDLAND OPERATIONS CENTRE

MIDLAND, ON MARCH 30, 2016

The following document is hereby made a part of the Contract Documents. The following revisions and/or additions shall be made to Drawings and/or specifications and the cost shall be included in Tender Price.

REVISIONS TO SPECIFICATIONS SECTION 15400 – PLUMBING & DRAINAGE 2.19 – Compressed Air Units 1. Revise 15 meters to 30 meters in Paragraph .4. Each compressed air hose reel shall be a

minimum of 30 meters long. SECTION 15750 – LIQUID HEAT TRANSFER 2.18 – Under Floor Heating System 1. In Paragraph .13 – Alternate Equipment, delete Subparagraph .1. SECTION 15850 – AIR DISTRIBUTION 2.5 – HVAC Units 1. In Paragraph .10, revise the first paragraph to read as follows: “Provide fused disconnect and

magnetic starter of type to conform to Power Authority requirements.” 2.10 – Energy Recovery Ventilator 1. In Paragraph .1, add new point as follows: “weatherproof fused disconnect switch.” 2. Revise Paragraph .11 – Acceptable Manufacturers to add “.4 Cook”. 3. Revise Paragraph .6 to delete “and activate the electric preheat of the defrost cycle”. 2.11 – Fan Equipment 1. In Paragraph .10 – Alternate Equipment add the following: “Recirculating Fans 1. Banvil”

MIDLAND OPERATIONS CENTRE - 2 - ADDENDUM M-1

JSC No.: 15-208

2. Add new Paragraph .11 as follows: “Each circulating fan shall be Wilcorp Manufacturing Ltd., Toronto, vertical downward thrust indoor type, large diameter propeller ceiling fan complete with variable speed motor, mounting brackets, canopies, 19 mm diameter downrod, 3 wire BX connections and fire cutout. Supply for each group of fans noted, WMLE-30 solid state infinite speed controller with thermostat. See Fan Schedule. See Starter Schedule.

2.13 – Extraction Arms 1. Delete Subsection 2.13 – Extraction Arms in its entirety. 2.15 – Heating & Ventilating Unit 1. In Paragraph .1 – General, delete the last sentence. 2. In Paragraph .9 – Unit Control Panel, add the following sentence: Provide weatherproof

disconnect switch.” 2.17 – Tail Pipe Exhaust System 1. Revise first Paragraph to show “15M (50’0”). 2. Revise Paragraph .3 – Alternate Equipment to add “.3 Levco”. 2.18 – Energy Recovery Ventilator 1. Revise the title of this subsection to read: “Indoor Heat Recovery Ventilator”. Also update the

Table of Contents page. 2. Revise Paragraph .7 to add the following sentence: “Unit shall be complete with fused

disconnect.” 3. Revise Paragraph .8 – Alternate Equipment to add “.3 Cook”. REVISIONS TO DRAWINGS GENERAL 1. Revise ‘North’ directional arrow in title block to be the same as referenced on Architectural

Drawings. DRAWING M101 1. Delete urinal against south wall of Men’s Change Room 118. Also delete associated water, drain

and vent lines. Refer to the architectural drawing A.103 for location. DRAWING M102 1. Connect each eyewash unit’s drain line to buried sanitary system. Provide trap and vent line for

each wash unit to Code requirements.

MIDLAND OPERATIONS CENTRE - 3 - ADDENDUM M-1

JSC No.: 15-208

DRAWING M204 Energy & Heat Recovery Unit Schedule 1. Revise Model for ERV-1 to read: “RERV-1324”. 2. Revise to delete Note 2. 3. Revise to delete Note 3. 4. For ERV-1, revise to delete “c/w VFD” in “Remarks”.

END