Purchasing Services Financial Servicesumanitoba.ca/admin/financial_services/media/Tender... ·...

INVITATION TO TENDER

December 11, 2014

To: Pre-Qualified General Contractors

RE: Animal Science Entomology – Interior Alterations Room 004 Tender #C131205-03

Ladies / Gentlemen; Your tender is invited per the University of Manitoba Revised General Conditions for all work as shown and specified in the enclosed plans and specifications. Tender Close: January 6, 2015 at 2:00 p.m. (Winnipeg Time)

410 Administration Building 66 Chancellors Circle Fort Garry Campus University of Manitoba The tender deadline will be strictly enforced. The official time shall be taken from the telephone digital display on the reception desk at 410 Administration Building.

IMPORTANT NOTICE The University of Manitoba’s N Parking Lot (encircling the Administration Building) at the Fort Gary Campus will have restricted access with immediate effect until further notice. For bid submissions, we recommend parking in the University Parkade or alternate parking location as noted on the attached map. Allow additional time to make your submission delivery.

A campus map identifying buildings is available at http://umanitoba.ca/about/map/nonindex.shtml

Due to construction on campus, there may be traffic detours and/or delays. Bidders are solely responsible for submitting bids as per the tender close time identified above. It is recommended to allow contingency time when delivering a bid.

Administrative: Administrative inquiries are to be submitted prior to tender close to Olusegun Daodu, Purchasing Services, at [email protected] Tel: 204-474-8732 Fax: 204-474-7509

Technical: Contact Cory Fielding, Architectural & Engineering Services, University of

Financial Services Purchasing Services 414 Administration Building Winnipeg MB R3T 2N2

http://umanitoba.ca/about/map/nonindex.shtml

mailto:[email protected]

Manitoba at [email protected] Tel: 204-474-7118 Fax: 204-474-7565 for clarifications / queries prior to tender closing.

Site Access: Contact Rob Roy, Project Coordinator, University of Manitoba at [email protected] Tel: 204-474-8539 Fax: 204-474-7565 for site access during the tender period.

Documents: Drawings, Specifications, and Addenda will be provided in electronic format and

posted on the University of Manitoba’s Purchasing Services web site at: http://umanitoba.ca/admin/financial_services/purch/tender_opportunities.html Bidders are responsible for printing any hard copies that may be required during the tender process and during construction.

Eligibility*: Pre-Qualified General Contractors Sub-Contractors: Electrical, Mechanical and Roofing contractors

submitting bids to prime/general contractors must be pre-qualified with the University. The list of pre-qualified contractors is available at http://umanitoba.ca/admin/financial_services/purch/suppliers.html.

Failure to provide sub-contractor information at time of tender may result in the bid being declared informal. If no sub-contractors are to be used, note “Own Forces” or “N/A” in space provided for sub-contractor listing.

Project Description: Work under this Contract covers: interior improvements to Room 004 in Animal

Science Entomology Bldg. University of Manitoba, Fort Garry Campus. Improvements include; New wall & ceiling structure, door & frame, flooring and electrical, mechanical.

Budget: $100,000.00 Site Meeting: MANDATORY (Tenders shall only be accepted from bidders that attend this

meeting.) The site meeting will be held on Tuesday, December 16, 2014 at 9:00AM. Prospective bidders are to meet at Room 004 of the Animal Science Entomology

Building,12 Dafoe Road. Agents must register their presence in writing – on the prescribed form –

with the University representative leading the site tour, stating the name of the contractor they represent. Failure to attend and register may result in the non-acceptance of the tender bid by the University

Safety Orientation: All personnel working for any contractor and/or sub-contractor at any University of Manitoba site are expected to have attended the University’s Safety & Orientation session. This session is approximately three to four hours long. Attendance can be arranged by contacting the Environmental Health & Safety Office at 474-6633. Further information is available at: http://www.umanitoba.ca/admin/human_resources/ehso.

Bonding/Surety: As per Item 1.8.1.1 of Section 00200 of the Specification document, bids exceeding $60,000.00 must be accompanied by a Bid Bond in an amount not less than 10 percent of tender price.

As per Item 1.8.2.1 Section 00200 of the Specification document, bids exceeding $60,000.00 must be accompanied by a Consent of Surety stating that the surety providing the Bid Bond is willing to supply the necessary Performance and Labour and Materials Payment Bond upon award.

Failure to provide a Bid Bond and/or Consent of Surety with a bid that exceeds $60,000.00 may result in such bid being declared Non-Compliant.

Note: the estimated project budget is for guidance only and does not affect this bonding requirement in any way.

mailto:[email protected]

http://umanitoba.ca/admin/financial_services/purch/tender_opportunities.html

http://umanitoba.ca/admin/financial_services/purch/suppliers.html

http://www.umanitoba.ca/admin/human_resources/ehso

Bid Submission: Each bid must include the following:

- Signed completed copy of Section 00300 “Tender Form” (attached) - Signed copy of the “Contractors Notification & Acknowledgement” form

(attached) - Bid Bond and Consent of Surety, if applicable - Other required pricing forms (e.g. Separate or Unit Prices), if applicable - Each bid must be enclosed in a sealed envelope that clearly displays: - Bidding company’s name

Tender number (“C131205-03”) Tender name (“Animal Science Entomology – Interior Alterations Room 004 ”)

Failure to adhere to any requirements stated in this Invitation to Tender, or any other document related to this tender, may result in the bid being declared non-compliant. Thank you, Olusegun Daodu, Purchasing Consultant

University of Manitoba TENDER FORM Section 00300 Animal Science Entomology – Interior Alterations Room 004 Tender # C131205-03 Page 1 of 2 Tenders shall be itemized as shown. The “Total Tender Price” shall be understood to include all work indicated in the Specifications, Drawings and Addenda. I/We hereby list below the price to supply, deliver, and install all items as detailed in the Specification, Drawings and Addenda Tender Price (excluding G.S.T.) $

G.S.T $

Total Tender Price $ Time to achieve Substantial Performance of the Work from the date of Tender Award: ___________ Company Name (Please print): Mailing Address: ____________________________________________________ City: Prov: Postal Code: ____________ Contact Name (Please print): Contact’s email address: ________________________________________________________________ Phone number: Fax Number: This form dated day of , 20 Has been signed and witnessed (or sealed in lieu of witness) below: Signature of Tenderer’s Authorized Official or Officials: The undersigned has reviewed all documents including all addenda and has verified this Tender. Name (please print): Signature: Title: Additional signing official (if necessary) Name (please print): Signature: Title:

University of Manitoba TENDER FORM Section 00300 Animal Science Entomology – Interior Alterations Room 004 Tender # C131205-03 Page 2 of 2 Witness (or seal) Witness name (please print): Signature: Title: SUB-CONTRACTORS Portion of Work GST Total ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ We/I hereby acknowledge receipt of Addenda Numbers: Company Name: _____________________________________________

July 20, 2011 Page 1 of 2

PHYSICAL PLANT 89 Freedman Crescent Winnipeg MB R3T 2N2 FAX: 204.474.7547

CONTRACTOR’S NOTIFICATION AND ACKNOWLEDGMENT NOTIFICATION BY UNIVERSITY OF MANITOBA: The University of Manitoba has identified the presence of various friable and non-friable asbestos-containing materials as being present throughout many of the buildings owned, leased, and/or otherwise occupied by the University. For information on the presence of asbestos-containing or suspect asbestos material, consult your University of Manitoba contact (project coordinator, manager, etc.). MB. Reg. 217.2006 (Workplace Safety and Health Regulation) and the Province of Manitoba Asbestos Guidelines apply to all maintenance and renovation work that may disturb asbestos or suspect asbestos-containing materials in the Workplace. Such regulations and guidelines state that any disturbance of asbestos-containing materials may only be performed by workers, or by an outside contractor, who have first received the required training in asbestos-related precautions. WORKING WITH ASBESTOS CAN BE DANGEROUS. INHALING ASBESTOS FIBERS CAN CAUSE VARIOUS TYPES OF LUNG DISEASE INCLUDING CANCER. SMOKING INCREASES THE RISK OF LUNG CANCER FROM ASBESTOS EXPOSURE. The following is a partial listing of typical activities that will or may disturb known asbestos containing materials and hence requiring the implementation of Type 1, 2 or 3 asbestos precautions. Any Contractor required to perform any of the following activities and/or similar tasks that may result in the disturbance of a known or suspect asbestos-containing materials must first review the most recent version of the Asbestos Survey Report and advise their employees, agents, contractors and representatives as to the appropriate precautions and safety measures to be taken:

• Access above a suspected ceiling system at a location where known asbestos-containing spray or trowel applied fireproofing, thermal, or acoustic insulation is present.

• Access within a crawlspace, pipe chase, service area, or tunnel where damaged asbestos-containing materials are known to be present.

• Work that may disturb any spray or trowel applied fireproofing, thermal, or acoustic insulation known to contain asbestos.

• Work that may disturb any asbestos-containing spray or trowel applied texture coats. • Work that may disturb any asbestos mechanical insulation (i.e. pipes, ducts, vessels, boiler,

etc.). • Removal, clean-up, or repair of any asbestos mechanical insulation (i.e. pipes, ducts, vessels,

boilers, etc.). • Removal of asbestos-containing ceiling tiles. • Removal of asbestos-containing sheet flooring products. • Removal, cutting, drilling, or other such disturbance of any non-friable asbestos materials (i.e.

vinyl composite tile, asbestos hardboard, transit paneling, asbestos cement pipes, etc.) • Demolition, cutting, drilling, or other such disturbance of any plaster finishes (i.e. wall or ceiling)

known to contain asbestos and/or listed as a suspect material in the above mentioned asbestos survey report.

• Other materials, as informed by subsequent notices.

July 20, 2011 Page 2 of 2

ACKNOWLEDGMENT AND INDEMNIFICATION BY CONTRACTOR: As a condition of any contract to provide services and/or materials to the University of Manitoba, we, the undersigned company, hereby agree to perform our work in such a manner so as NOT to disturb any asbestos-containing materials without:

1. giving notice to the appropriate individual manager and/or project coordinator at the University, that known or suspected asbestos-containing material(s) will be/needs to be disturbed;

2. advising our employees, agents, contractors and representatives as to the appropriate precautions and safety measures to be taken; and

3. halting work and giving notice to the appropriate individual manager and/or project coordinator at the University, when unforeseen suspected asbestos-containing materials are uncovered during the provisions of services/materials to the University.

We further represent that our company and our employees, agents, contractors and representatives: a) will attend the University of Manitoba contractor orientation session prior to starting work; b) are familiar and shall comply with all requirements set forth by the University of Manitoba as

they may pertain to work undertaken by an outside contract; c) will conduct our work in accordance with such requirements and in compliance with all provincial

regulations or guidelines pertaining to asbestos; d) that all asbestos waste will be packaged and disposed of at a licensed landfill; and e) that we will be responsible for advising and continuing to advise, our employees, agents,

contractors, and representatives with respect to any potential exposure to any asbestos-containing material while on or about the property of the University.

We indemnify and save harmless the University, its officers, employees, agents, and representatives from any loss, damage, cost, or expense arising from any failure by our company and/or our employees, agents, contractors, and representatives to comply with any requirements set forth by the individual manager and/or project coordinator and/or with any provincial or federal regulations or guidelines and/or our failure to oblige the conditions set out in paragraph 1 under the heading “Acknowledgment and Indemnification by Contractor” and/or subsections a, b, c, or d of this paragraph.

Company Name

Signature (of authorized signing authority)

Name (of authorized signing authority)

Title (of authorized signing authority)

Date

PROJECT SPECIFICATION

Animal Science Room 004 - Alterations

November 2014

015C131205-03

SPECIFICATIONS FOR: Animal Science – Room 004 Alterations REQ. NO. 015C131205-03 DATE: November 2014 PREPARED BY: Cory Fielding ARCHITECTURAL Architectural & Engineering Services 120 Physical Plant Building 89 Freedman Crescent University of Manitoba Winnipeg, Manitoba R3T 2N2 Telephone: 474-7118 Fax: 474-7565 Email: [email protected] Greg Massey MECHANICAL Architectural & Engineering Services 120 Physical Plant Building 89 Freedman Crescent University of Manitoba Winnipeg, Manitoba R3T 2N2 Telephone: 474-6264 Fax: 474-7565 Email: [email protected] James Lund ELECTRICAL Architectural & Engineering Services 120 Physical Plant Building 89 Freedman Crescent University of Manitoba Winnipeg, Manitoba R3T 2N2 Telephone: 474-7857 Fax: 474-7565 Email: [email protected]

TABLE OF CONTENTS PROJECT NUMBER: No. of Pages TITLE PAGE ............................................................................................................................... 1 TABLE OF CONTENTS ............................................................................................................... 2 DRAWING INDEX ........................................................................................................................ 1 CAMPUS PLAN ........................................................................................................................... 1 BUILDING PLAN .......................................................................................................................... 1 SECTION BIDDING INSTRUCTIONS 00200 – Instructions to Bidders ................................................................................................... 3 00303 – Tender Form – Itemized Prices ...................................................................................... 1 GENERAL CONDITIONS OF THE CONTRACT 00800 – Supplementary Conditions ............................................................................................. 4 DIVISION 1 – GENERAL REQUIREMENTS 01005 – General Instructions ....................................................................................................... 4 01110 – Summary of Work .......................................................................................................... 1 01330 – Submittal Procedures ..................................................................................................... 2 01380 – Construction Photographs ............................................................................................. 1 01450 – Quality Control ............................................................................................................... 2 01510 – Temporary Utilities ......................................................................................................... 2 01520 – Construction Facilities .................................................................................................... 2 01555 – Emergency Procedures ................................................................................................. 2 01560 – Temporary Barriers and Enclosures .............................................................................. 2 01705 – Health and Safety .......................................................................................................... 3 01770 – Closeout Procedures ..................................................................................................... 1 01780 – Closeout Submittals ....................................................................................................... 3 DIVISION 4 – MASONRY 04250 – Masonry Repair .............................................................................................................. 4 DIVISION 5 – METALS 05410 – Load Bearing Lightweight Steel Framing ....................................................................... 3 05420 – Lightweight Steel Framing – Joists ................................................................................ 3 DIVISION 7 – THERMAL AND MOISTURE PROTECTION 07190 – Sheet Vapous Barriers ................................................................................................... 1 07210 – Building Insulation .......................................................................................................... 2 07900 – Joint Sealant and Caulking ............................................................................................ 2

DIVISION 8 – DOORS AND WINDOWS 08110 – Steel Hollow Metal Doors ............................................................................................... 2 08111 – Steel Hollow Metal Frames ............................................................................................ 3 08710 – Door Hardware ............................................................................................................... 2 08800 – Glazing ........................................................................................................................... 1 DIVISION 9 – FINISHES 09250 – Gypsum Board ............................................................................................................... 4 09665 – Resilient Sheet Flooring ................................................................................................. 8 09720 – Hygienic Vinyl Wall Covering ......................................................................................... 7 09900 – Painting .......................................................................................................................... 9 DIVISION 15 – MECHANICAL WORK TO BE PERFORMED IN CONJUNCTION WITH THE UNIVERSITY OF MANITOBA MASTER SPECIFICATION AVAILABLE FOR VIEWING AT THE PHYSICAL PLANT OFFICE OR ONLINE AT: http://umanitoba.ca/campus/physical_plant/ae/masterspecs.html. DIVISION 16 – ELECTRICAL WORK TO BE PERFORMED IN CONJUNCTION WITH THE UNIVERSITY OF MANITOBA MASTER SPECIFICATION AVAILABLE FOR VIEWING AT THE PHYSICAL PLANT OFFICE OR ONLINE AT: http://umanitoba.ca/campus/physical_plant/ae/masterspecs.html. DRAWING INDEX ARCHITECTURAL A.1 New Construction Plan, Section and Details MECHANICAL M.1 Partial Floor Plan and Notes – Mechanical Systems ELECTRICAL E.1 Partial Floor Plan and Notes - Electrical Systems

Service S

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Service Rd. 1S

Service S

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Service S

t. 3S

Service S

t. 7S

Service Rd. 2S

Service Rd. 3N

Service Rd. 2N

Service S

t. 1SW

Service S

t. 2SW

Service Rd. 2SW

Service S

t. 2NW

Service Rd. 3N

Service Rd. 1S

Service S

t. 3NW

Service S

t. 4NW

Sifton Road

Dysart Road

Dysart RoadSidney Smith Street

Curry Place

Dafoe Road

Saunderson Street

Freedman Crescent

University C

rescent

Gillson Street

Chancellor Matheson Road

University C

rescent Freedman Crescent

King's Drive

Dafoe Road WestDafoe Road

MacLean C

rescentSifton R

oad

Sidney Smith Street

Alum

ni Lane

Ralph Campbell Road

Princess Royal W

alk

Innovation Drive

Rh W

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Trueman W

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Chancellors Circle

Innovation Drive

Research R

oad

UniversityCentre

Parkade

Education

FitzGerald

Pharmacy

St. Paul'sCollege

St. John'sCollege

Allen

Buller

Administration

Russell

Architecture 2

MachrayHall

Duff Roblin

HumanEcology

RobsonHall

ElizabethDafoe

Library

University College

Manitoba Agriculture& Animal Industry

Tier

AlumniTache Hall

DrakeCentre

PembinaHall

MarySpeechly

HallCentral

Energy Plant

PhysicalPlant

AgriculturalEngineering Dairy

ScienceAgriculture

Art BarnCeramics/Sculpture

Stores

Music

EllisBuilding

AnimalScience/

Entomology

AgricultureCanada

FreshwaterInstitute

FrankKennedyCentre

ExtendedEducation

Max BellCentre

VisitorCentre

CangeneCorporation

UniversityStadium

St. Andrew'sCollegeCampus

Day CareCentre

Wallace

FletcherArgue

ServicesBuilding

ResearchUnit

JoyceFromson

Pool

Armes

Parker

Isbister

Chancellor'sHall

HelenGlassCentre

InvestorsGroup

AthleticCentre

C.A.S.T.

CWB GrainResearch Mauro

StudentResidence

135Innovation

Drive

137Innovation

Drive

Richardson Centre ForFunctional Foods &

Nutraceutical

McQuade

TennisCourts

Sinnott

I.M.R.I.S.

EITCE3

EITCE2

EITCE1

EnvironmentalSafety

PlantScience

ITC Centre

OneResearch

Road

CIC Centre

Crop CentreTechnology

Physical PlantCompound #1

Physical EducationEquipment Shed

AgricultureLectureBlock

MusicAnnex

Plant ScienceField Station

VegetableStorage

EnergyResearch

Fine ArtsAnnex

Residence

Straw BaleBldg.

Animal ScienceEquip Shed

PoultryBuildings

Annex

Soil ScienceEquip. Shed

McMath

QK

I

P

A

L

LBBN

N

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NOVEMBER 6, 2006

ANIMAL SCIENCE / ENTOMOLOGY - 015

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University of Manitoba INSTRUCTIONS TO BIDDERS Section 00200 Animal Science - Room 004 Alterations Req # 015C131205-03 Page 1

Version Apr 2014

PART 1 – GENERAL 1.1 INVITATION

.1 Bid Call .1 Offers signed under seal, executed, and dated will be received by: Olusegun Daodu Purchasing Consultant Purchasing Department 410 Administration Bldg. University of Manitoba Winnipeg, Manitoba, R3T 2N2

before the date and time indicated on the Invitation to Tender issued by the Purchasing Department.

.2 Offers submitted after above time shall be returned to bidder unopened.

.3 Offers will be opened privately and in a timely manner following the time identified for the receipt of Tenders.

1.2 INTENT

.1 Intent of this Tender call is to obtain an offer to perform work located at the University of Manitoba for a Stipulated Price contract, in accordance with Contract Documents.

.2 Initiate work immediately after receipt of University of Manitoba Letter of Acceptance. 1.3 CONTRACT DOCUMENTS IDENTIFICATION

.1 Contract Documents are identified as Project number Req. #C131205-03 as prepared by: Architectural & Engineering Services Physical Plant Department 89 Freedman Crescent The University of Manitoba Winnipeg, Manitoba

1.4 CONTRACT/BID DOCUMENTS

.1 Agreement Form. .1 CCDC 2 with amendments as defined in Section 00800.

.2 Definitions .1 Contract Documents: Defined in CCDC 2, 2008 Edition, Definitions. .2 Bid Documents: Contract Documents supplemented with Instructions to Bidder,

University of Manitoba Bid Form, and Bid Supplementary Forms identified herein. .3 Bid, Offer, or Bidding: Act of submitting an offer under seal. .4 Bid Price: Monetary sum identified in Bid Form as an offer to perform work.

.3 Availability .1 Bid Documents are included in the Tender Submission Package issued by the

University of Manitoba Purchasing Department either on their Bid Opportunities – Construction web site or directly in the invitation to bidders documentation.

.4 Examination .1 Upon receipt of Tender Documents verify that documents are complete. .2 Immediately notify [Architectural & Engineering Services] upon finding

discrepancies or omissions in Tender Documents. .5 Queries/Addenda

.1 Prior to closing of Tender: Technical Designer Cory @ 474-7118 .2 After close of Tender: University Project Coordinator: Ken Berman @ 474-6313 .3 Addenda may be issued during tendering period. All addenda become part of


Version Apr 2014

Contract Documents. Include costs in Tender Price. .4 Verbal answers are only binding when confirmed by written addenda. .5 Clarifications requested by bidders must be in writing not less than three days

before date set for receipt of Tenders. Reply may be in form of an addendum, a copy of which will be forwarded to known bidders before receipt of Tenders.

.6 Product/System Options .1 Where Tender Documents stipulate a particular product, substitutions will be

considered up to 3 working days before receipt of Tenders. .2 When a request to substitute a product is made, Consultant may approve

substitution and may elect to issue an Addendum to known bidders. .3 In submissions of substitutions to products specified, Bidders shall include in the

Tender, any changes required in work to accommodate such substitutions. A later claim by Bidder for an addition to contract price because of changes in work necessitated by use of substitutions shall not be considered.

1.5 SITE ASSESSMENT

.1 Site Examination .1 Visit project site and surrounding area before submitting Tender. .2 Tenderer is directed to contact the University Project Coordinator at the number

listed in Article 1.4.5.2 in order to arrange date and time to visit place of work. .3 Currently occupied premises at project site are open for examination by

Tenderers only through coordination with the University Project Coordinator. 1.6 QUALIFICATIONS

.1 Subcontractors .1 Owner reserves right to reject a proposed subcontractor for reasonable cause. .2 Only Mechanical, Electrical, Roofing and Contractors who have pre-qualified with

the University of Manitoba will be considered and may submit bids on their respective scope of work to the bidding General Contractors.

1.7 BID SUBMISSIONS

.1 Bid ineligibility .1 Tenders that are unsigned, improperly signed or sealed, conditional, illegible,

obscure, contain arithmetical errors, erasures, alterations or irregularities of a kind may at the discretion of the Owner be declared informal.

.2 Tenders with tender forms and enclosures which are improperly prepared shall at the discretion of the Owner, be declared informal.

.3 Tenders that fail to include security deposit, bonding or insurance requirements shall be declared informal.

.2 Submissions .1 Tenders shall be solely responsible for delivery of their Tenders in manner and

time prescribed. .2 Submit one copy of executed offer on Tender Forms provided, signed, together

with required security and in a sealed opaque envelope, clearly identified with Tenderer’s name, project name and number and Owner’s name on outside.

1.8 BID ENCLOSURES/REQUIRMENTS

.1 Security Deposit .1 Tenders shall be accompanied by security deposit as follows: Bid Bond in an

amount not less than 10 percent of Tender price. .2 Endorse Bid Bond in name of Owner as obligee, signed and sealed by principal

(Contractor) and surety. .3 Security deposit will be returned after delivery to Owner of required Performance

and Labour and Materials Payment Bonds by accepted tenderer. .4 If no contract is awarded, all security deposits will be returned.


Version Apr 2014

.2 Consent of Surety .1 Submit with Tender Form and Bid Bond, a Consent of Surety stating that surety

providing Bid Bond is willing to supply Performance and Labour and Materials Payment Bond specified.

.3 Performance Assurance .1 Accepted Tenderer must provide 50% Performance and 50% Labour and

Materials Payment Bond as described in Supplementary Conditions. .2 Cost of bonds will be paid for by the Contractor and are to be included in Tender.

.4 Tender Form Requirements .1 State in Tender Form, time required to complete work. Completion date in

Agreement must be this completion time added to commencement date. .2 Tenderer, in submitting an offer, accepts time period stated in Contract

Documents for performing work. .3 Owner requires that work of this contract be completed as quickly as possible

and consideration may be given to time of completion when reviewing Tender submitted.

.4 Refer to Supplementary Conditions for inclusion of taxes and procedures for the rebate claims by Owner.

.5 Fees for Changes in Work .1 Percentage markup for overhead and profit applicable for changes in work

whether additions to or deductions from work shall be as described in Section 00800 Supplementary Conditions.

.6 Tender Signing .1 Sole Proprietorship: Signature of sole proprietor in presence of witness who will

also sign. Insert words “Sole Proprietor” under signature. .2 Partnership: Signature of all partners in presence of witness who will also sign.

Insert word “Partner” under each signature. .3 Limited Company: Signature of duly authorized signing officer(s) in normal

signatures. Insert officer’s capacity in which signing officer acts, under each signature. If Tender is signed by officials other than President and Secretary of company, or President-Secretary-Treasurer of company, copy of by-law resolution of Board of Directors authorizing them to do so must also be submitted with the Tender in Tender envelope.

.4 Joint Venture: Each party of joint venture must execute Tender under respective seals in manner appropriate to such party as described above, similar to requirements of Partnership.

.7 Permits .1 Contractor shall apply for and pay for all building permits. All costs

associated with the permits shall be included in the Base Bid. .2 Contractor shall be responsible for the procurement of permits, licenses,

inspections and certificates which are necessary for the performance of the Work. The Base Bid shall include the cost of these permits, licenses, inspections and certificates and their procurement.

1.9 OFFER ACCEPTANCE/REJECTION

.1 Duration of Offer .1 Tenders shall remain open to acceptance, and irrevocable for a period of 60 days

after the Tender closing date. .2 Acceptance of Offer

.1 Owner reserves right to accept or reject any or all offers.

.2 After acceptance by Owner, Owner will issue a Purchase Order or CCDC 2 Contract to successful Tenderer.

.3 After Tender has been accepted, unsuccessful Tenders will not be returned to respective Tenderers. Submitted Tender securities and other requested enclosures will be returned.


Version Apr 2014

1.10 LABOUR RATES .1 Due to the complexity of the project, it is anticipated that there will be changes to the

Work, through Change Orders or otherwise. As a result, and after the close of the bids, the Contractor may be requested to submit the following information to the Owner: 1. The actually hourly rates of pay of all the employees (or classes of employees)

of Contractor or its sub-contractors who will be involved in performing the Work. 2. The hourly rates at which each of the employees (or classes of employees) will

be charged to the Owner, for any changes in the Work. 3. A breakdown of the labour burden or each of the components that make up the

difference between the actual hourly rate of pay and the charge out rate.

2. The information must be provided within 2 days of receiving the request and prior to the final award of Contract. The Contractor may not charge in excess of the stated rates in regard to any changes in the Work.

END OF SECTION

University of Manitoba Tender Form Section 00303 Animal Science - Room 004 Alterations Req. #015C131205-03 ITEMIZED PRICES Page 1

Version Nov 2006

ITEMIZED PRICES

1. The Contractor shall submit Itemized Prices if required on the Tender Form. 2. The Itemized Prices described herein ARE TO BE INCLUDED IN THE TENDERED

PRICE. 3. Generally, Itemized Prices are required for information or accounting purposes only,

however, the University reserves the right to delete the product or portion of the work included under each Itemized Price from the Tendered Price based on pending funding for the work.

4. Submit complete and accurate prices for each Itemized Price, including overhead and

profit, all labour and materials. Include in the Itemized Price all costs for Work by all Sub-contractors whose Work is affected.

5. Claims for additional extras to the Contract due to the deletion of an Itemized Price will

not be accepted. Itemized Price #1 Provide a price to supply and install a new door, frame and hardware to match Door D004A.1, except handed opposite. Install in rough opening in new wall, which is already in the scope of work. $ ____________________

University of Manitoba SUPPLEMENTARY CONDITIONS Section 00800 Animal Science – Room 004 Alterations Req. #015C131205-03 Page 1

Version May 2014

The following Contract Documents, related to the Canadian Construction Documents Committee stipulated price contract, 2008 edition (the “CCDC 2”) are modified, revised, amended or supplanted as indicated below: 1.1 AGREEMENT BETWEEN OWNER AND CONTRACTOR

.1 Article A-2, section 2.2 is amended by adding the following:

“For an amendment to be effective and binding on the Owner, it must be in the form of a Change Order.”

.2 Article A-3 is amended by adding the following to the list of Contract Documents:

-‐ The Supplementary Conditions (University of Manitoba). -‐ Any Change Directives subsequently issued -‐ Any Change Orders subsequently issued

1.2 DEFINITIONS

.1 Delete definition 1, and replace with: 1. Change Directive – A Change Directive is a written instruction with an upset

dollar limit prepared by the Consultant and/or the Owner, and signed by the Owner directing the Contractor to proceed with a change in the Work within the general scope of the Contract Documents prior to the Owner and the Contractor agreeing upon adjustments in the Contract Price and the Contract Time.

.2 Delete definition 2, and replace with: 2. Change Order - A Change Order is an amended purchasing order reflecting the

changes to the Contract issued by the Owner stating their agreement upon: -‐ A change in the Work; -‐ The method of adjustment or the amount of the adjustment in the Contract Price,

if any; and -‐ The extent of the adjustment in the Contract Time, if any.

.3 Delete definition 19, and replace with:

19. Subcontractor – A Subcontractor is any subcontractor as defined by The Builder’s Lien Act, with respect to all or part of the Work.

.4 Delete definition 22, and replace with: 22. Supplier – A Supplier is any material supplier as defined under The Builder’s Lien Act, in respect of any Products forming part of the Work.

.5 Add the following new definitions:

27. The Builder’s Lien Act – means The Builder’s Lien Act of Manitoba, as amended from time to time, C.C.S.M., c.B91. 28. Builder’s Lien Holdback – means the holdback retained by the Owner under The Builder’s Lien Act, as provided for in the Contract. 29. Project Coordinator – means the individual, firm, or corporation designated by the Owner to be its Project Coordinator, and may include an employee of the owner or an external consultant.


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1.3 GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT PART 1 – GENERAL PROVISIONS .1 GC 1.1 CONTRACT DOCUMENTS .1 Paragraph 1.1.8 is supplemented with the following new subsections:

.1 Drawings and specifications will be provided to the bidders in electronic format. Hard copies and all costs associated with printing shall be the responsibility of the Bidder.

.2 Addendums issued during the tender will be in electronic format. All printing costs will be the responsibility of the Bidder.

.2 Delete Paragraph 1.1.9, and replace with: “Specifications, Drawings, models and copies thereof furnished by the Consultant are and shall remain the Consultant’s and/or the Owner’s property, with the exception….”

.3 Add new Paragraph 1.1.11: The Contractor shall retain a copy of the Contract Documents in the job site superintendent’s office.

PART 2 – ADMINISTRATION OF THE CONTRACT .1 GC 2.1 AUTHORITY OF THE CONSULTANT .1 At Paragraph 2.1.2, delete the words “the Contractor and the Consultant”.

.2 Add new Paragraph 2.1.4: 2.1.4 The Contractor shall direct all correspondence and enquiries related to

the Work to the office of the Consultant with a copy to the Project Coordinator.

.2 GC 2.2 ROLE OF THE CONSULTANT .1 At Paragraph 2.2.7, delete the words “Except with respect to GC 5.1 –

FINANCING INFORMATION REQUIRED OF THE OWNER.” .2 Delete Paragraph 2.2.15, and replace with:

“The Consultant and/or Owner will prepare Change Orders and Change Directives as provided in GC 6.2 – CHANGE ORDER and GC 6.3 – CHANGE DIRECTIVE.”

PART 3 – EXECUTION OF THE WORK

.1 GC 3.4 DOCUMENT REVIEW .1 Delete the last sentence of Paragraph 3.4.1 and replace with:

“If the Contractor does discover any error, inconsistency or omission in the Contract Documents, the Contractor shall report the matter promptly to the Owner and the Consultant, and shall not proceed with the work affected until the Contractor has received corrected or missing information from the Consultant.”

.2 Add new Paragraph 3.4.2: 3.4.2 Notwithstanding 3.4.1, the Contractor represents and agrees that it has examined all of the Contract Documents to fully acquaint itself with the complete scope and requirements of the Work prior to the execution of the Contract, and understands that the Owner will not be liable for any additional expense as a result of its failure to do so.

.3 At the end of Paragraph 3.6.1, add the words “and with the approval of the Owner. The Owner will not withhold approval unreasonably.”


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.4 Add the following new Paragraphs:

3.6.3 The appointed representative shall be employed by the Contractor from commencement of the Work until 30 days after Substantial Performance, or such other time as agreed with the Owner.

3.6.4 The Contractor shall, at no time, leave the Work without a competent and approved appointed representative.

.2 GC 3.7 SUBCONTRACTORS AND SUPPLIERS .1 At the end of Paragraph 3.7.2 add the words “The Contractor shall not be entitled

to change from the proposed Subcontractors or Suppliers, or change any specified Product, without the written consent of the Owner. If such a change results in a savings, the full amount of the savings will be credited to the Owner.”

.2 At the end of Paragraph 3.7.4 add the words “, unless subcontractor or supplier does not conform to regulations previous outlined by Owner.”

.3 Add new Paragraph 3.7.7: 3.7.7 Except if disclosed prior to the signing of the Contract, the Contractor

shall only employ or use a Subcontractor for the purposes of the Work if they appear on the Owner’s list of pre-qualified general or trade contractors.

.4 Add new Paragraph 3.7.8: 3.7.8 The Contractor shall be responsible and accountable for its

Subcontractors and Suppliers. The Contractor shall ensure that its Subcontractors and Suppliers perform in compliance with the Contract, as if the Contract applied to them.

.3 GC 3.10 SHOP DRAWINGS .1 Add the following new Paragraphs:

3.10.13 The Contractor shall submit Shop Drawings in reproducible form complete with one in print form, or in other such form as mutually agreed upon. Reprints of Consultant’s drawings are not acceptable as Shop Drawings.

3.10.14 The Consultant may refuse to review Shop Drawings if they are grossly insufficient or not stamped as required by 3.10.5.

.2 Delete Paragraph 3.20.12, and replace with: 3.10.12 The Consultant will endeavour to review and return Shop Drawings

within 10 working days of submission, noting thereon comments, corrections and changes if any. Time for return of Shop Drawings submitted in bulk or mass will be extended as necessary to perform a proper review.

.4 GC 3.11 USE OF THE WORK .1 Add new Paragraph 3.11.3:

3.11.3 The Owner shall be entitled to take early possession of and use portions of the Work prior to Substantial Performance of the Work. Such taking possession of use of the Work or part thereof shall not be construed as acceptance or completion of the Work.

.5 GC 3.13 CLEANUP .1 Add new Paragraph 3.13.4:

3.13.4 Should the Contractor fail to perform ongoing or final cleanup when required by the Owner, the Owner may have the cleanup performed by whatever means may be expedient and all associated costs will be charged to the Contractor. The Owner may set-off such costs against


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amounts owning to the Contractor. PART 4 – ALLOWANCES .1 GC 4.2 CONTINGENCY ALLOWANCE .1 Delete Section 4.2 in its entirety PART 5 – PAYMENT .1 GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER .1 Delete Paragraphs 5.1.1 and 5.1.2, and replace with:

5.1.1 Upon the signing of the Contract, the Owner will issue a purchase order for the full amount of the Contract Price. The Owner, Contractor, and Consultant will reference the associated purchase order number in all communications dealing with the Contract Price.

.2 GC 5.2 APPLICATIONS FOR PROGRESS PAYMENT .1 Add new Paragraph 5.2.8:

5.2.8 Second and subsequent applications for payments shall be accompanied by a Canadian Construction Association standard “Statutory Declaration”, sworn before a Notary or Commissioner for Oaths, stating that all accounts owing by the Contractor to Subcontractors or Suppliers have been paid.

.2 Add new Paragraph 5.2.9: 5.2.9 The Contractor shall reference the Owner’s purchase order number on

any application for payment. Once approved by the Consultant, the application shall be treated as an invoice against such purchase order.

.3 Add new Paragraph 5.2.10: 5.2.10 Title to all Product delivered to the Place of the Work for which credit is

claimed in any application for payment shall, on making payment, vest in the Owner.

.3 GC 5.3 PROGRESS PAYMENT .1 Delete Paragraph 5.3.1.3 , and replace with:

5.3.1.3 The Owner shall make payment to the Contractor on account as provided in Article A-5 of the Agreement – PAYMENT no later than 20 days after the date of a certificate for payment issued by the Consultant.

.4 GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK .1 Add the following to 5.4.1:

“The list shall also indicate, for each item, the time required to perform the Work and the associated cost. The Owner and/or Consultant may prepare a supplementary list of items to be completed or deficiencies to be addressed by the Contractor. The Consultant shall determine a cost for completing the Work or correcting the deficiencies on the lists. The Owner may withhold, in addition to the Builders Lien Holdback, an amount equal to two times the estimated cost of correcting the deficiencies. Payment for the deficiency holdback shall be made in accordance with 5.7.”

.2 Delete Paragraph 5.4.3, and replace with: 5.4.3 Immediately following the issuance of the certificate of Substantial

Performance of the Work , the Contractor, in consultation with the Consultant and Owner, shall establish a reasonable date for finishing the Work.

.3 Add new Paragraph 5.4.4: 5.4.4 The Consultant will not issue further certificate for payment, except as

required by relevant lien legislation, until such time as the Work has been entirely performed in accordance with GC 5.7, and an application for final


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payment is received. .4 Add new Paragraph 5.4.5:

5.4.5 The Contractor shall give 45 days Notice in Writing that it intends to request the certificate of Substantial Performance of the Work.

.5 Add new Paragraph 5.4.6: 5.4.6 Prior to applying for the certificate of Substantial Performance of the Work, the Contractor shall submit the following to the Consultant: - letters of assurance or professional design and review, including sealed Shop Drawings; - all required manufacturer’s inspections, certifications, guarantees, and warranties required by the Contract Documents; - all maintenance manuals, operating instructions, tools, and replacement parts required by the Contract Documents; - certificates and permits issued by relevant authorities for all Work requiring such permits; - certificates issued or testing results in accordance with the Contract Documents; - all record Drawings and as-built or as-installed documents in the form required by the Contract Documents; - a statement reconciling all Change Orders and Change Directives; - a statement of all unresolved claims for changes or delay; - any other document required by the Contact, or reasonably required by the Project Coordinator or Consultant. If the Contractor, in exercising all due diligence, is unable to obtain one or more of these items prior to applying, the requirement may be deferred until 30 days subsequent to the Substantial Performance of the Work.

.6 Add new Paragraph 5.4.7: 5.4.7 The Owner may require, prior to making payment otherwise due upon

Substantial Performance of the Work, that the Contractor acknowledge and agree that it does not have and will not make any claim for extras, changes, or delay, or any other claims against the Owner (except in regard to Builder’s Lien Holdbacks or deficiency holdbacks). The Contractor will agree that payment will constitute full and final settlement of the balance due. The Contractor will further agree to complete the Work and correct deficiencies as reasonably required by the Owner.

.7 Add new Paragraph 5.4.8: 5.4.8 If remaining Work is not completed and deficiencies not corrected within

the time established pursuant to Paragraph 5.4.1, the Owner may have the Work completed or corrected by whatever means is expedient and all related costs shall be charged to the Contractor. The Owner may set-off such costs against amounts owing to the Contractor.

.8 Add new Paragraph 5.4.9: 5.4.9 The issuance of a final certificate for payment or payment of the Builder’s

Lien Holdback shall not relieve the Contractor of responsibility to correct deficiencies which were not readily apparent at the time of inspection under Paragraph 5.4.1.

.5 GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE

WORK .1 Delete Paragraph 5.5.3. .2 Delete the following words from Paragraph 5.5.4:

Where lien legislation does not exist or apply, the holdback amount shall be due and payable in accordance with other legislation, industry practice or provisions which may be agreed to between the parties.

.3 Delete paragraph 5.5.5. .6 GC 5.6 PROGRESSIVE RELEASE OF HOLDBACK


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.1 Delete paragraph 5.6.2. .7 GC 5.7 FINAL PAYMENT

.1 Delete Paragraph 5.7.4, and replace with: Subject to the provision of paragraph 10.4.1 of GC 10.4 – WORKERS COMPENSATION, and any lien legislation applicable to the Place of the Work, the Owner shall, no later than 30 days after the issuance of a final certificate for payment, pay the Contractor as provided in Article A-5 of the Agreement – PAYMENT.”

.2 Add new Paragraph 5.7.5: 5.7.5 The Contractor shall reference the Owner’s purchase order number on any application for final payment. Once approved by the Consultant, the application shall be treated as an invoice against such purchase order.

PART 6 CHANGES IN THE WORK .1 GC 6.1 OWNER’S RIGHT TO MAKE CHANGES .1 Delete Paragraph 6.1.2, and replace with:

6.1.2 The Contractor shall no perform a change in the Work without an authorized Change Order or a Change Directive.

.2 Add new Paragraph 6.1.3: 6.1.3 The amount or adjustment in a Change Order shall represent all claims

the Contractor may have in regard to the change, including claims for delay or other adverse effects. The Contractor shall not be entitled to any further claim or adjustment in regard to the Work set out in the Change Order.

.2 GC 6.2 CHANGE ORDER .1 Add new Paragraph 6.2.3:

6.2.3 The Contractor shall provide its quotation for proposed adjustments to Contract Price and/or Contract Time within 21 days of receipt of the Consultant’s written description of the proposed changes. The Contractor’s quotation shall remain open for acceptance by the Owner for 30 days from date of submission. The Contractor may not add further items or costs after a quotation is submitted, unless the Owner fails to accept the quotation within 30 days.

.2 Add new Paragraph 6.2.4: 6.2.4 Overhead and profit shall include all compensation for costs incurred by

the Contractor for delays, additional supervision, bonding, permits, and other costs, including insurance, safety, clean-up, as-builts and miscellaneous equipment rental. Additional coordination may be permitted at the discretion of the Owner.

.3 Add new Paragraph 6.2.5: 6.2.5 All quotations submitted by the Contractor for proposed adjustments to

the Contract Price shall be subject to the following maximums related to overhead and profit. Overhead and profit shall include all compensation for costs incurred by the Contractor for delays, additional supervision, bonding, permits, and other costs. .1 General Contractor: 10% overhead and 5% fee on the costs of

their own work; and 10% overhead and 5% fee on subcontractor prices.

.2 Subcontractors: 10% overhead and 5% fee on the cost of their


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own work. .3 Costs for decreases may not include any allowance for overhead

or profit. .4 Add new Paragraph 6.2.6:

6.2.6 All quotations submitted by the Contractor shall indicate any required changes in Contract Time, and specify changes to the Contract Price associated with such change in time.

.5 Add new Paragraph 6.2.7: 6.2.7 Upon acceptance of a Contractor’s quotation the Owner will issue a

Change Order, and a revised purchase order, providing copies to the Contractor and the Consultant.

.6 Add new Paragraph 6.2.8: 6.2.8 Upon request, the Contractor shall promptly provide specific labour and

material costs and other relevant information to substantiate claims for a change in Contract Price or Contract Time.

.3 GC 6.3 CHANGE DIRECTIVE

.1 Delete Paragraph 6.3.5. .2 Add the following words to the end of the main body of Paragraph 6.3.7.1:

“… with a direct involvement in the work which is the subject of the Change Directive:”

.3 Delete the following words from Paragraph 6.3.7.1 (1): “,in whatever capacity employed;”

.4 Delete the following words from Paragraph 6.3.7.2: “or territorial”

.5 Delete the following words from Paragraph 6.3.7.2: “or Quebec Pension Plan”

.6 Add the following words to the end of Paragraph 6.3.7.7: “…if it is necessary to extend the Contract Time.”

.7 Delete Paragraph 6.3.7.10.

.8 Add the following words to the end of Paragraph 6.3.7.16: “… in relation to the performance of the Work”

.9 Add the following words to the end of Paragraph 6.3.7.17: “… in relation to the performance of the Work”

.10 Add the following words to the end of Paragraph 6.3.13: “… and a revised purchase order, with copies provided to the Contractor and the Consultant.”

.4 GC 6.5 DELAYS .1 Add the following new paragraphs:

6.5.6 Contract Time shall be extended and associated costs paid only if and to the extent the Contractor has made reasonable efforts to mitigate and minimize the impact of the delay, and can establish how the delay materially affects performance of the Work. Extra contingency time built into the Contract shall be applied first, and loss of such time shall not constitute a delay and shall not be considered as a cost incurred by the Contractor. 6.5.7 Only actual costs to the Contractor will be considered in regard to a delay, and no allowance will be made for profit, loss of profit, or overhead. 6.5.8 If the Contractor fails to perform the Work in accordance with the construction schedule, as amended from time to time, the Project Coordinator may direct the Contractor to, at the Contractor’s cost, take reasonable steps to meet the schedule, including assignment of overtime or extra equipment.

.5 GC 6.6 CLAIMS FOR A CHANGE IN CONTRACT PRICE .1 Add new Paragraph 6.6.7:

6.6.7 Where changes are being evaluated under 6.3, the Contractor shall promptly provide details of costs related to labour, materials, overhead and profits


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for each performing contractor. The Owner is not liable for unsubstantiated costs.

.6 GC 6.7 DEFICIENCIES AND UNCOMPLETED WORK [new section] .1 Add the following new Paragraphs:

6.7.1 The Work, or any portion of the Work, shall not be considered to have been completed, and deficiencies shall not be considered remedied, until the following have occurred: - the Contractor has reported in writing (through application for payment or otherwise) that the Work is completed and all deficiencies corrected, and that all required inspections approvals, certifications, and commissioning have been carried out; - the Consultant or Project Coordinator have certified to the Owner the Work is complete; - where there is an application to certify Substantial Performance of the Work the requirements of 5.4.6 and 5.4.7 are met; 6.7.2 The Owner may withhold from payments owed to the Contractor: - twice the value of outstanding deficiencies, as determined by the Consultant; - the value of any incomplete work, as determined by the Consultant; - a reasonable amount to ensure compliance with any outstanding items under 5.4.6.

- all other requirements of the Contract Documents are complete.

PART 7 – DEFAULT NOTICE

.1 GC 7.2 CONTRACTOR’S RIGHT TO SUSPEND THE WORK OR TERMINATE THE CONTRACT

.1 Delete Paragraph 7.2.1. .2 Delete Paragraph 7.2.3.1.

PART 8 – DISPUTE RESOLUTION

.1 GC 8.1 AUTHORTIY OF THE CONSULTANT .1 Delete the following from paragraph 8.1.2: “paragraph 8.1.3 and paragraphs

8.2.3 to 8.2.8 of”

.2 GC 8.2 NEGOTIATION, MEDIATION AND ARBITRATION .1 Delete Paragraphs 8.2.1 to 8.2.8 and replace with the following:

8.2.1 The parties shall make all reasonable efforts to informally resolve their disputes by amicable negotiations and agree to provide, without prejudice, frank, candid and timely disclosure of relevant facts, information and documents to facilitate these negotiations. 8.2.2 If an informal resolution appears unlikely, the parties agree to consider methods of alternative dispute resolution, including mediation or arbitration. This may take the form of an arbitration under The Arbitration Act (Manitoba), or mediation under CCDC40 Rules for Mediation of Construction Disputes. 8.2.3 If a party feels an informal resolution is unlikely, the party may send Notice in Writing of a dispute to the other party which: - sets out the nature and details of the dispute; - will indicate that party’s preference on a method of alternative dispute resolution - require the other party to respond within 10 Working Days - require the other party to indicate whether it will agree to the proposed method of alternative dispute resolution - require the other party to set out its understanding of and response to the dispute 8.2.4 Only if the parties are unable to agree on a method of alternative dispute resolution pursuant to 8.2.3 shall they proceed to bring the dispute before a court.


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The parties agree that all disputes shall be referred to the exclusive jurisdiction of the Manitoba Court of Queen’s Bench (Winnipeg Division). 8.2.5 Notwithstanding anything in these General Conditions or CCDC 40, the parties may by agreement abridge or extend any period of time or deadline specified therein.

PART 9 – PROTECTION OF PERSONS AND PROPERTY .1 GC 9.2 TOXIC AND HAZARDOUS SUBSTANCES .1 Add new Paragraph 9.2.10:

9.2.10 The Contractor shall be responsible for all toxic or hazardous substances, including Product, it (or its Subcontractors or Suppliers) brings to the Place of Work. After completion of the Work, the Contractor shall not be responsible for Product properly installed or incorporated into the Work.

.2 GC 9.4 CONSTRUCTION SAFETY .1 Add new Paragraphs as follows:

9.4.2 The Contractor and all works under their control at the Place of the Work must comply with the Owner’s safety requirements and programs as set out within the Contract Documents. 9.4.3 The Contractor shall be the “prime contractor” for the workplace, and shall comply and ensure compliance of Subcontractors and Suppliers with The Workplace Health and Safety Act (Manitoba), as amended from time to time. Further, the Contractor shall ensure compliance with all applicable rules relating to occupational health and safety, WHIMIS regulations, and transportation and storage of hazardous substances. If the Contractor fails to pay any fine or levy for breach of these duties, such amount may be paid by the Owner and charged against the Contractor. The fine or levy may be set-off against amounts owing by the Owner to the Contractor.

PART 10 – GOVERNING REGULATIONS .1 GC 10.2 LAWS, NOTICES, PERMITS, AND FEES .1 Delete Paragraph 10.2.2, and replace with:

The Owner shall obtain and pay for development approvals, permanent easements, rights of servitude, and all other necessary approvals and permits, except for the permits and fees referred to in paragraphs 10.2.3 and 10.2.4, or for which the Contract Documents specify as the responsibility of the Contractor. The Contractor shall obtain and pay for the building permit, and include all associated costs in the Contract Price.

PART 11 – INSURANCE AND CONTRACT SECTURITY

.1 GC 11.2 CONTRACT SECURITY

.1 Add the following new Paragraphs: 11.2.3 The Contractor shall provide a performance bond in the sum of at least

fifty percent (50%) of the amount of the total Contract Price. 11.2.4 The Contractor shall provide a labour and material payment bond in the

sum of at least fifty percent (50%) of the amount of the total Contract Price.


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11.2.5 The Contractor shall include the cost of all bonding requirements in the Contract Price, as bid by the Contractor in their tender submission.

PART 12 – INDEMNIFICATION, WAIVER OF CLAIMS AND WARRANTY .1 GC 12.1 INDEMNIFICATION .1 Add new Paragraph 12.1.7:

12.1.7 For the purposes of Paragraph 12.1.1.1, the Contractor shall be deemed liable for the acts or omissions of its officers, directors, employees, agents, and Subcontractors.

.2 GC 12.3 WARRANTY

.1 All references in Article GC 12.3 to a “one year” warranty shall be changed to reference a “two year” warranty.

.2 Paragraph 12.3.1 shall be deleted and replaced with: 12.3.1 Except for warranties relating to particular portions of the Work required

to be given by the Contractor pursuant to the Contract, or extended warranties under 12.3.6, the general warranty period under the Contract is two years from the date of Substantial Performance of the Work.

.2 Add new Paragraph 12.3.8: 12.3.8 Notwithstanding the general two year warranty, where mechanical,

electrical or other equipment, components or products must be operated by and evaluated by the Owner for a period of time in order to ensure proper testing, trial, commissioning, and/or start-up, the two year warranty shall commence upon the Owner providing notice to the Contractor that such items are in good working order, or two years after Substantial Performance of the Work, whichever is later.

END OF SECTION

University of Manitoba GENERAL INSTRUCTIONS Section 01005 Animal Science – Room 004 Alterations Req. #015C131205-03 Page 1

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PART 1 – GENERAL 1.1 REFERENCES

.1 Manitoba Building, latest edition, including all amendments up to tender closing date. Provincial codes and by-laws in force at the time of bid.

.2 University of Manitoba “Controlled Products Standard”, a copy of which is available for viewing at the office of the University Project Coordinator.

1.2 DESCRIPTION OF WORK

.1 Work under this Contract covers: Provide all labour, material and forces to complete the proposed scope of work, as

described herein and as shown on the attached drawings. .2 Work not included in Contract comprises: NA

1.3 CODES

.1 Perform work in accordance with Manitoba Building Code of Canada (MBC) and any other code of provincial or local application provided that in any case of conflict or discrepancy, the more stringent requirements shall apply.

.2 Meet or exceed requirements of: .1 Contract documents, .2 Specified standards, codes and referenced documents.

1.4 DOCUMENTS REQUIRED

.1 Maintain at job site, one copy each of following: .1 Contract drawings. .2 Specifications. .3 Addenda. .4 Reviewed shop drawings. .5 Change orders. .6 Other modifications to Contract. .7 Field test reports. .8 Copy of approved work schedule. .9 Manufacturers’ installation and application instructions.

1.5 SITE CONDITIONS

.1 Sub-surface investigation report may be available for inspection through the office of the consultant.

1.6 ASBESTOS

.1 Asbestos is known to exist and may be encountered during work within buildings, tunnels or on the grounds of both University Campuses. Some surveys and documenting of locations of asbestos containing elements have been done and are available for viewing at the Physical Plant offices, 89 Freedman Crescent.

.2 Where possible, every effort has been made to identify known asbestos containing materials within the areas of the proposed work and where in direct conflict or where posing a hazard, to remove it by proper controlled means before construction.

.3 Where material is encountered by contractors that is suspect or suspicious, the Contractor is to contact the University Project Coordinator who will have samples taken and tested to confirm its composition.

1.7 PRODUCTS SUPPLIED BY CONSULTANT/OWNER

.1 Products supplied by Consultant/Owner. .1 Section number title. .2 Material: Equipment as described on Mechanical and Electrical Drawings. .3 Consultant/Owner will provide manufacturers’ installation drawings and

instructions.



.2 Contractor’s duties: .1 Unload and handle at site. .2 Promptly inspect delivered products, and give written report to Consultant on

condition of all items received. .3 Install, connect and finish products as specified.

1.8 WORK SCHEDULE

.1 Provide within 10 working days after Contract award, selected project milestones construction network diagram schedule showing anticipated progress stages and final completion of work within time period required by Contract documents.

.2 Consultant will provide selected project milestones construction network diagram schedule through to Contract completion date.

.3 Provide in form acceptable to Consultant, within 10 working days after Contract award, schedule showing dates for: .1 Submission of shop drawings, material lists and samples. .2 Delivery of following items of equipment and materials. .3 Commencement and completion of work of each Section of Specification. .4 Final completion date within time period required by Contract documents.

.4 Interim reviews of work progress based on work schedule will be conducted as decided by Consultant and schedule updated by Contractor in conjunction with and to approval of Consultant/Owner.

1.9 PARTIAL OCCUPANCY OR USE

.1 Schedule early completion of following designated areas for use before substantial completion of entire project. .1 NA

.2 Contractor to provide: .1 NA

1.10 COST BREAKDOWN

.1 Before submitting first progress claim, submit breakdown of Contract price in detail as directed by Consultant and aggregating contract price. After approval by Consultant, cost breakdown will be used as basis for progress payment.

.2 Before submitting first progress claim, the University of Manitoba requires a breakdown of costs to be submitted in a format as attached to the end of this specification section. This is for facilities audit purposes only and will not be used for any project accounting.

1.11 MEASUREMENT FOR PAYMENT

.1 Notify Consultant sufficiently in advance of operations to permit required measurements for payment.

1.12 CONTRACTOR’S USE OF SITE

.1 Use of site: exclusive and complete for execution of work except as follows: East half of Room 004. .2 Use following areas for work and storage: West half of Room 004. .3 Obtain and pay for use of additional storage or work areas.

1.13 PROJECT MEETINGS

.1 The Consultant will coordinate project meeting times and locations, which typically will occur every 2 weeks.

.2 Notify contractor and sub-contractor participants of meetings.

.3 The Consultant will typically record minutes of meetings, and distribute to participants within 7 days of meeting. Projects designed “in-house” by Physical Plant staff will have the contractor record and distribute minutes of meetings.



SETTING OUT OF WORK .1 Set grades and lay out work in detail from control points and grades established by

Consultant. .2 Assume full responsibility for and execute complete layout of work to locations, lines and

elevations indicated. .3 Provide devices needed to lay out and construct work. .4 Supply such devices as straight edges and templates required to facilitate Consultant’s

inspection of work. .5 Supply stakes and other survey markers required for laying out work.

1.14 LOCATION OF EQUIPMENT AND FIXTURES .1 Location of equipment, fixtures and outlets indicated or specified are to be considered as

approximate. .2 Locate equipment, fixtures and distribution systems to provide minimum interference and

maximum usable space and in accordance with manufacturer’s recommendations for safety, access and maintenance.

.3 Inform Consultant of impending installation and obtain his approval for actual location.

.4 Submit field drawings to indicate relative position of various services and equipment when required by Consultant or owner.

1.15 CONCEALMENT

.1 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise.

1.16 CUTTING AND PATCHING

.1 Obtain Consultant approval before cutting, boring or sleeving load-bearing members.

.2 Cut and patch as required to make work fit.

.3 Make cuts with clean, true, smooth edges.

.4 Where new work connects with existing and where existing work is altered, cut, patch and make good to match existing work.

1.17 EXISTING SERVICES

.1 Where Work involves breaking into or connecting to existing services, carry out work at times directed by authorities having jurisdiction, with minimum of disturbance to pedestrian and vehicular traffic.

.2 Before commencing work, establish location and extent of service lines in area of Work and notify Consultant of findings.

.3 Submit schedule to and obtain approval from University Project Coordinator for any shut-down or closure of active service or facility. Adhere to approved schedule and provide notice to affected parties. A minimum of 48 hours notice is required before shutdown or disruption of any active services.

.4 Where unknown services are encountered, immediately advise Consultant and confirm findings in writing.

.5 Remove abandoned service lines within 2 m of structures. Cap or otherwise seal lines at cut-off points as directed by Consultant.

.6 Record locations of maintained, re-routed and abandoned service lines.

1.18 ALTERATIONS, ADDITIONS OR REPAIRS TO EXISTING .1 Execute work with least possible interference or disturbance to occupants, public and

normal use of premises. Arrange with Consultant and University Project Coordinator to facilitate execution of work.

.2 Where security has been reduced by work of Contract, provide temporary means to maintain security.

.3 Where elevators, dumbwaiters, conveyors or escalators exist in building, only those assigned for Contractor’s use may be used for moving personnel and material within building. Protect walls of passenger elevators, to approval of Consultant before use. Accept liability for damage, safety of equipment and overloading of existing equipment.

.4 Provide temporary dust screens, barriers, warning signs in locations where renovation



and alteration work is adjacent to areas used by public or staff.

1.19 ADDITIONAL DRAWINGS .1 Consultant may furnish additional drawings for clarification. These additional drawings

have same meaning and intent as if they were included with plans referred to in Contract documents.

1.20 RELICS AND ANTIQUITIES

.1 Protect relics, antiquities, items of historical or scientific interest such as cornerstones and contents, commemorative plaques, inscribed tablets, and similar objects found during course of work.

.2 Give immediate notice to University Project Coordinator and await Consultant’s written instructions before proceeding with work in this area.

.3 Relics, antiquities and items of historical or scientific interest remain the property of the University of Manitoba

1.21 BUILDING

.1 Comply with smoking restrictions.

END OF SECTION

University of Manitoba SUMMARY OF WORK Section 00110 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

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PART 1 – GENERAL 1.1 SECTION INCLUDES

.1 Title and description of Work.

.2 Contract Method.

.3 Future work.

.4 Work sequence.

.5 Contractor use of premises.

.6 Owner occupancy. 1.2 WORK COVERED BY CONTRACT DOCUMENTS

.1 Work of this Contract at the University of Manitoba Fort Garry Campus, Winnipeg, Manitoba, as described herein and on attached drawings.

1.3 CONTRACT METHOD

.1 Construct the Work under a single fixed price contract. 1.4 FUTURE WORK

.1 NA 1.5 WORK SEQUENCE

.1 Construct Work in stages to accommodate Owner's continued use of premises during construction.

.2 Coordinate Progress Schedule and coordinate with Owner Occupancy during construction.

.3 Construct Work in stages to provide for continuous public usage. Do not close off public usage of facilities until use of one stage of Work will provide alternate usage.

.4 Maintain fire accesses/controls. 1.6 CONTRACTOR USE OF PREMISIS

.1 Contractor shall limit use of premises for work, for storage, and for access, to allow; .1 Owner occupancy. .2 Public usage.

.2 Coordinate use of premises under direction of University Project Coordinator and Consultant.

.3 Assume full responsibility for protection and safekeeping of products under this Contract. 1.7 OWNER OCCUPANCY

.1 Owner will occupy all premises during entire construction period for execution of normal operations. This includes not only buildings but also roadways, parking areas and pedestrian accesses/sidewalks.

.2 Cooperate with Owner in scheduling operations to minimize conflict and to facilitate Owner usage.

END OF SECTION

University of Manitoba SUBMITTAL PROCEDURES Section 01330 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

Version Nov 2006


.1 Shop drawings and product data.

.2 Samples.

.3 Certificates and transcripts. 1.2 RELATED SECTIONS

.1 Section 01450 - Quality Control.

.2 Section 01780 - Closeout Submittals

.3 Section 01810 – Quality Commissioning 1.3 REFERENCES

.1 Canadian Construction Documents Committee (CCDC)

.2 CCDC 2- 2008 , Stipulated Price Contract. 1.4 ADMINISTRATIVE

.1 Submit to Consultant, with one copy to the Physical Plant Department at the University of Manitoba, submittals listed for review. Submit with reasonable promptness and in orderly sequence so as to not cause delay in Work. Failure to submit in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

.2 Work affected by submittal shall not proceed until review by both the Consultant and the University of Manitoba is complete.

.3 Present shop drawings, product data, samples and mock-ups in the same units as the contract documents.

.4 Review submittals prior to submission to Consultant . This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and co-ordinated with requirements of Work and Contract Documents. Submittals not stamped, signed, dated and identified as to specific project will be returned without being examined and shall be considered rejected.

.5 Notify Consultant , in writing at time of submission, identifying deviations from requirements of Contract Documents stating reasons for deviations.

.6 Verify field measurements and affected adjacent Work are coordinated.

.7 Contractor's responsibility for errors and omissions in submission is not relieved by relieved by the Consultant's review of submittals.

.8 Contractor's responsibility for deviations in submission from requirements of Contract Documents is not relieved by Engineer Consultant review.

.9 Keep one reviewed copy of each submission on site. 1.5 SHOP DRAWINGS AND PROJECT DATA

.1 Refer to CCDC 2 GC 3.10.

.2 The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are to be provided by Contractor to illustrate details of a portion of Work.

.3 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, explanatory notes and other information necessary for completion of Work. Where articles or equipment attach or connect to other articles or equipment, indicate that such items have been coordinated, regardless of Section under which adjacent items will be supplied and installed. Indicate cross references to design drawings and specifications.

.4 Allow 10 working days for Consultant's and The University’s review of each submission.

.5 Adjustments made on shop drawings by Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.


Version Nov 2006

.6 Make changes in shop drawings as Consultant may require, consistent with Contract Documents. When resubmitting, notify Consultant in writing of any revisions other than those requested.

.7 Accompany submissions with transmittal letter, containing: .1 Date. .2 Project title and number. .3 Contractor's name and address. .4 Identification and quantity of each shop drawing, product data and sample. .5 Other pertinent data.

.8 Submissions shall include: .1 Date and revision dates. .2 Project title and number. .3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer. .4 Contractor's stamp, signed by Contractor's authorized representative certifying

approval of submissions, verification of field measurements and compliance with Contract Documents.

.5 Details of appropriate portions of Work as applicable: .1 Fabrication. .2 Layout, showing dimensions, including identified field dimensions, and

clearances. .3 Setting or erection details. .4 Capacities. .5 Performance characteristics. .6 Standards. .7 Operating weight. .8 Wiring diagrams. .9 Single line and schematic diagrams. .10 Relationship to adjacent work.

.9 After Consultant's and The University’s review, distribute copies.

.10 Submit one transparency and 3 prints of shop drawings for each requirement requested in specification Sections and as consultant may reasonably request.

.11 Submit 1 electronic copies of product data sheets or brochures for requirements requested in specification Sections and as requested by Engineer Consultant where shop drawings will not be prepared due to standardized manufacture of product.

.12 Delete information not applicable to project.

.13 Supplement standard information to provide details applicable to project.

.14 If upon review by Consultant, no errors or omissions are discovered or if only minor corrections are made, transparency and 1 copy will be returned and fabrication and installation of Work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through same procedure indicated above, must be performed before fabrication and installation of Work may proceed.

1.6 SAMPLES

.1 Submit for review samples in duplicate as requested in respective specification Sections. Label samples with origin and intended use.

.2 Deliver samples prepaid to Consultant's business address.

.3 Notify Consultant in writing, at time of submission of deviations in samples from requirements of Contract Documents.

.4 Where colour, pattern or texture is criterion, submit full range of samples.

.5 Adjustments made on samples by Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.


Version Nov 2006

.6 Make changes in samples which Consultant may require, consistent with Contract Documents.

.7 Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified.

END OF SECTION

University of Manitoba CONSTRUCTION PHOTOGRAPHS Section 01380 Animal Science – Room 004 Alterations Req. #015C131205-03 Page 1

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PART 1 – GENERAL 1.1 GENERAL

.1 Provide construction photographs in accordance with procedures and submission requirements specified in this Section.

.2 Provide construction photographs of existing adjacent buildings prior to and during construction to record.

1.2 PHOTOGRAPHS

.1 Format: JPEG electronic

.2 Size: 250 kb maximum per image file.

.3 Number of prints required: 3 sets.

.4 Submit to Owner and Consultant via electronic mail or on CD/DVD depending on size and number of photographs. Identify each file name with the image view point, project name and project number.

1.3 PRE-CONSTRUCTION PHOTOGRAPHS

.1 Provide photographs of existing buildings and site features prior to start of construction work.

.2 Interior and exterior viewpoints in locations determined by Consultant. 1.4 CONSTRUCTION PROGRESS PHOTOGRAPHS

.1 Provide photographs of existing buildings and site features during progress of the work.

.2 Interior and exterior viewpoints locations determined by Consultant.

.3 Frequency: .1 Daily during installation of any site or buried services. .2 Weekly during and at completion of excavation and foundation work. .3 Thereafter monthly with progress statement.

.5 As directed by Consultant or Owner. 1.5 FINAL PHOTOGRAPHS

.1 As directed by Consultant or Owner. 1.7 DISTRIBUTION OF PHOTOGRAPHS

.1 Keep one set of pre-construction, progress photographs on site.

.2 Provide one set of pre-construction, progress, final photographs to: .1 Owner. .2 Consultant.

END OF SECTION

University of Manitoba QUALITY CONTROL Section 01450 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

Version April 2012


.1 Inspection and testing, administrative and enforcement requirements.

.2 Tests and mix designs.

.3 Mock-ups.

.4 Equipment and system adjust and balance. 1.2 RELATED SECTIONS

.1 Section 01330 - Submittal Procedures.

.2 Section 01780 - Closeout Submittals.

.3 Section 01810 – Quality Commissioning. 1.3 REFERENCES

.1 Canadian Construction Documents Committee CCDC) .1 CCDC 2- 2008, Stipulated Price Contract. .2 Refer to CCDC 2, GC 2.3.

.2 Allow Consultant access to Work. If part of Work is in preparation at locations other than Place of Work, allow access to such Work whenever it is in progress.

.3 Give timely notice requesting inspection if Work is designated for special tests, inspections or approvals by Consultant instructions, or law of Place of Work.

.4 If Contractor covers or permits to be covered Work that has been designated for special tests, inspections or approvals before such is made, uncover such Work, have inspections or tests satisfactorily completed and make good such Work.

.5 Consultant may order any part of Work to be examined if Work is suspected to be not in accordance with Contract Documents. If, upon examination such work is found not in accordance with Contract Documents, correct such Work and pay cost of examination and correction.

1.4 INSPECTION

.1 Independent Inspection/Testing Agencies will be engaged by the Owner for purpose of inspecting and/or testing portions of Work. Cost of such services will be borne by the Owner.

.2 Provide equipment required for executing inspection and testing by appointed agencies.

.3 Employment of inspection/testing agencies does not relax responsibility to perform Work in accordance with Contract Documents.

.4 If defects are revealed during inspection and/or testing, appointed agency will request additional inspection and/or testing to ascertain full degree of defect. Correct defect and irregularities as advised by the Project Coordinator at no cost to Owner. Pay costs for retesting and reinspection.

1.5 INDEPENDENT INSPECTION AGENCIES

.1 Allow inspection/testing agencies access to Work.

.2 Co-operate to provide reasonable facilities for such access. 1.6 ACCESS TO WORK

.1 Notify appropriate agency and Consultant in advance of requirement for tests, in order that attendance arrangements can be made.

.2 Submit samples and/or materials required for testing, as specifically requested in specifications. Submit with reasonable promptness and in an orderly sequence so as not to cause delay in Work.

.3 Provide labour and facilities to obtain and handle samples and materials on site. Provide sufficient space to store and cure test samples.

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1.7 PROCEDURES .1 Refer to CCDC, GC 2.4. .2 Remove defective Work, whether result of poor workmanship, use of defective products

or damage and whether incorporated in Work or not, which has been rejected by Consultant as failing to conform to Contract Documents. Replace or re-execute in accordance with Contract Documents.

.3 Make good other Contractor’s work damaged by such removals or replacements promptly.

.4 If in opinion of Consultant it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner may deduct from Contract Price difference in value between Work performed and that called for by Contract Documents, amount of which shall be determined by Consultant.

1.8 REJECTED WORK

.1 Submit 4 copies of inspection and test reports to Consultant.

.2 Provide copies to Subcontractor of work being inspected or tested or to manufacturer or fabricator of material being inspected or tested.

1.9 REPORTS

.1 Furnish test results and mix designs as may be requested. 1.10 TESTS

.1 All poured concrete mixes shall be sample tested and checked for specified strength.

.2 All bedding and backfill will be compacted tested and must meet the requirements specified before sodding, asphalting of roadways or replacing of concrete curbs.

.3 All PVC piping shall be hydrostatically tested.

END OF SECTION

University of Manitoba TEMPORARY UTILITIES Section 01510 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

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.1 Temporary Utilities. 1.2 RELATED SECTIONS

.1 Section 01520 - Construction Facilities.

.2 Section 01560 - Temporary Barriers and Enclosures. 1.3 INSTALLATION AND REMOVAL

.1 Make temporary connections to The University of Manitoba utilities in order to execute work expeditiously. All utility connections are to conform to standards set by the Physical Plant Department.

.2 Arrange for connection and disconnection of temporary services with University Project Coordinator. The Contractor is responsible for any costs associated with location or shutoff of valves, power, temporary connections, etc.

.3 Remove temporary connections at conclusion or work and leave utilities in working condition to Project Coordinator’s satisfaction.

1.4 DEWATERING

.1 Provide temporary drainage and pumping facilities to keep excavations and site free from standing water.

1.5 WATER SUPPLY

.1 The University of Manitoba will provide continuous supply of potable water for construction use.

1.6 TEMPORARY HEATING AND VENTILATION

.1 Provide temporary heating required during construction period, including attendance, maintenance and fuel.

.2 Construction heaters used inside building must be vented to outside or be non-flameless type. Solid fuel salamanders are not permitted.

.3 Provide temporary heat and ventilation in enclosed areas as required to: .1 Facilitate progress of Work. .2 Protect Work and products against dampness and cold. .3 Prevent moisture condensation on surfaces. .4 Provide ambient temperatures and humidity levels for storage, installation and

curing of materials. .5 Provide adequate ventilation to meet health regulations for safe working

environment. .4 Ventilating:

.1 Prevent accumulations of dust, fumes, mists, vapours or gases in areas occupied during construction.

.2 Provide local exhaust ventilation to prevent harmful accumulation of hazardous substances into atmosphere of occupied areas.

.3 Dispose of exhaust materials in manner that will not result in harmful exposure to persons.

.4 Ventilate storage spaces containing hazardous or volatile materials.

.5 Ventilate temporary sanitary facilities.

.6 Continue operation of ventilation and exhaust system for time after cessation of work process to assure removal of harmful contaminants.

.5 Maintain strict supervision of operation of temporary heating and ventilating equipment to: .1 Conform with applicable codes and standards. .2 Enforce safe practices. .3 Prevent abuse of services. .4 Prevent damage to finishes. .5 Vent direct-fired combustion units to outside.

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.6 Be responsible for damage to Work due to failure in providing adequate heat and protection during construction.

1.7 TEMPORARY POWER AND LIGHT

.1 The University of Manitoba will pay for temporary power during construction for temporary lighting and operating of power tools.

.2 Arrange for connection with University Project Coordinator. Pay all costs for connection, maintenance and removal.

.3 Temporary power for electric cranes and other equipment requiring in excess of available power is the responsibility of Contractor.

.4 Provide and maintain temporary lighting throughout project. 1.8 TEMPORARY COMMUNICATION FACILITIES

.1 Provide and pay for temporary telephone fax data hook up, lines & equipment necessary for own use.

1.9 FIRE PROTECTION

.1 Provide and maintain temporary fire protection equipment during performance of Work required by insurance companies having jurisdiction and governing codes, regulations and bylaws.

.2 Burning rubbish and construction waste materials is not permitted on site.

END OF SECTION

University of Manitoba CONSTRUCTION FACILITIES Section 01520 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

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.1 Construction aids.

.2 Office and sheds.

.3 Parking. 1.2 RELATED SECTIONS

.1 Section 01510 - Temporary Utilities.

.2 Section 01560 - Temporary Barriers and Enclosures. 1.3 REFERENCES

.1 Canadian Construction Documents Committee (CCDC) .1 CCDC 2- 2008 , Stipulated Price Contract.

.2 Canadian General Standards Board (CGSB) .1 CGSB 1-GP-189M- 84 , Primer, Alkyd, Wood, Exterior. .2 CGSB 1.59- 96 , Alkyd Exterior Gloss Enamel.

.3 Canadian Standards Association (CSA) .1 CAN3-A23.1- 94 , Concrete Materials and Methods for Concrete Construction. .2 CSA-0121- M1978 , Douglas Fir Plywood. .3 CAN3-Z321- 96 , Signs and Symbols for the Workplace.

1.4 INSTALLATION AND REMOVAL

.1 Provide construction facilities in order to execute work expeditiously.

.2 Remove from site all such work after use. 1.5 SCAFFOLDING

.1 Provide and maintain scaffolding ramps ladders platforms and temporary stairs.

.2 All scaffolding beyond 20 feet in height to be designed and under an engineer’s stamp (registered in the Province of Manitoba) and be in conformance with all applicable safety standards.

1.6 HOISTING

.1 Provide, operate and maintain hoists, cranes required for moving of workers, materials and equipment. Make financial arrangements with Subcontractors for use thereof.

.2 Hoists, cranes shall be operated by qualified operator. 1.7 SITE STORAGE/LOADING

.1 Refer to CCDC 2, GC 3.12.

.2 Confine work and operations of employees as defined by Contract Documents. Do not unreasonably encumber premises with products.

.3 Do not load or permit to load any part of Work with a weight or force that will endanger the Work.

1.8 CONSTRUCTION PARKING AND ROADWAYS

.1 Contractors must comply with the University of Manitoba and Highway Traffic Act regulations concerning parking, driving, etc on the Fort Garry Campus.

.2 Parking permits are required for all parking on the campus and can be obtained from the Parking Office, Welcome Centre, 423 University Crescent (telephone - 474-9483 or 474-9415). The contractor shall be responsible for the cost of all parking permits.

.3 The Contractor, its suppliers, servants and agents, when upon the property of the University, shall use only such streets, roads and parking lots and follow such course going to and from the actual site of the work, as the University shall designate. The Contractor shall not permit any vehicle under its control to stand or be parked upon any property of the University without authorization of the University. Vehicles parked in unauthorized areas may be towed away at the vehicle owner's expense.

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.4 Provide and maintain adequate access to project sites.

.5 Build and maintain temporary roads where indicated or directed by the Consultant.

.6 If authorized to use existing roads for access to project site, maintain such roads for duration of Contract and make good damage resulting from Contractors' use of roads.

1.9 OFFICES

.1 Contractors and subcontractors may provide their own offices as necessary. University Project Coordinator shall direct the location of these offices.

1.10 EQUIPMENT, TOOL AND MATERIAL STORAGE

.1 Provide and maintain, in a clean and orderly condition, lockable weatherproof sheds for storage of tools, equipment and materials.

.2 Contractor shall be responsible for all storage of his own equipment. The University shall not be responsible for lost or damaged contractor owned equipment or tools.

.3 Locate materials not required to be stored in weatherproof sheds on site in a manner to cause least interference with work activities.

1.11 SANITARY FACILITIES

.1 Provide sanitary facilities for work force in accordance with governing regulations and ordinances.

.2 Post notices and take such precautions as required by local health authorities. Keep area and premises in sanitary condition.

.3 Consultant/Contractor Signboard: .1 Direct requests for approval to erect a Consultant/Contractor signboard to the

University Project Coordinator for comments and University approval. For consideration general appearance of Consultant/Contractor signboard must conform to project identification site sign.

.4 Safety and Instruction Signs and Notices: .1 Signs and notices for safety and instruction shall conform to CAN3-Z321.

.5 Maintenance and Disposal of Site Signs: .1 Maintain approved signs and notices in good condition for duration of project,

and dispose of off site on completion of project or earlier if directed by University Project Coordinator.

END OF SECTION

University of Manitoba EMERGENCY PROCEDURES FOR CONTRACTORS Section 01555 Animal Science – Room 004 WORKING AT THE UNIVERSITY OF MANITOBA Req. #015C131205-03 Page 1

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PART 1 – GENERAL 1.1 GENERAL EMERGENCY PROCEDURES

.1 The University of Manitoba provides a safe environment for students, visitors and staff. To ensure a speedy intervention in an emergency, the University of Manitoba has developed an Emergency Response Plan. This plan provides for faster response by the City of Winnipeg emergency personnel by having the University of Manitoba - Security Services call 911. The Security Officer will give the emergency operator the necessary information including proper street address, then meet emergency personnel at the main entrance of the campus to escort them to the emergency via the shortest route. The Environmental Health and Safety Office are responsible for the maintenance of ERP.

.2 In order to maintain a safe environment and ERP, contractors are required to provide an emergency plan to the University of Manitoba prior to the commencement of any work.

The emergency plan shall be sent to: Environmental Health and Safety Office 191 Frank Kennedy Centre Winnipeg, Manitoba R3T 2N2 .3 the Contractor's Emergency Plan shall include the following: .1 University of Manitoba Emergency Numbers: .1 University of Manitoba Emergency Numbers - All Facility Dial To Reach 555 Security Services from a university phone. #555 Security Services from a cell phone (Rogers Wireless or

MTS Mobility) Red Call Boxes Security Services from a Red Call Box located in

building corridors. 474-9341 Security Services from all other telephones 474-6633 Environmental Health and Safety Office 474-8566 Powerhouse Engineer .2 Other Emergency Numbers - Fort Garry Campus Dial To Reach 474-6281 Physical Plant - Fort Garry Campus .3 Other Emergency Numbers - Bannatyne Campus Dial To Reach 789-3636 Physical Plant - Bannatyne Campus .4 Dial To Reach 911 City of Winnipeg Emergency (When calling 911 directly, you must also notify

University of Manitoba - Security Services at 474-9341) 945-0581 Workplace Safety and Health - 24-hour Emergency Line

1.2 DESCRIPTION OF EMERGENCY AND REQUIRED INFORMATION EXAMPLE

.1 Name of Caller

.2 Company Name

.3 Type of Emergency (i.e. injury and number, fire, etc.)

.4 Location (give the building's name and if known address)

.5 Where the caller may be found on the job site

.6 The phone number where the caller or site supervisor may be reached. 1.3 SAFETY PRECAUTIONS

.1 Use appropriate personal safety equipment at all times;

.2 Have an adequate number of portable fire extinguishers in area;

.3 Do not store propane cylinders (i.e. BBQ tanks) indoors;

.4 All pressurized cylinders shall be properly secured (indoors and outdoors);

.5 Keep the work area clean; do not allow the accumulation of combustibles;

University of Manitoba EMERGENCY PROCEDURES FOR CONTRACTORS Section 01555 Animal Science – Room 004 WORKING AT THE UNIVERSITY OF MANITOBA Req. #015C131205-03 Page 2

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.6 Do not obstruct fire suppression systems (i.e. fire hose cabinets, portable extinguishers, sprinklers);

.7 Do not tamper with fire detection devices;

.8 Do not use heat-producing devices (i.e. torches, linoleum seam guns etc.) near smoke or heat detectors;

.9 Advise University of Manitoba Physical Plant at least 5 working days in advance when fire suppression or detection devices need to be disabled. Only University of Manitoba Physical Plant Personnel are authorized to disable fire suppression or detection devices.

1.4 Report all accidents and major incidents to the University Project Coordinator, then to Workplace

Safety and Health at 945-0581 prior to informing the University of Manitoba - Environmental Health and Safety Office at 474-6633.

1.5 Procedure for informing all personnel (including sub-contractors) of the Emergency Plan and

periodically review it. 1.6 Post Emergency Plan in conspicuous locations on site and ensure it remains legible. NOTE: Contractors will not be allowed to commence work until the University of Manitoba -

Environmental Health and Safety Office has reviewed and approved their Emergency Plan. 1.7 All construction workers are required to attend a safety orientation presented by the

Environmental Health and Safety Office. 1.8 For further information, please contact University of Manitoba - Environmental Health and Safety

Office at 474-6633.

END OF SECTION

University of Manitoba TEMPORARY BARRIERS AND ENCLOSURES Section 01560 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

Version Nov 2006


.1 Barriers.

.2 Environmental Controls.

.3 Traffic Controls.

.4 Fire Routes. 1.2 RELATED SECTIONS

.1 Section 01510 - Temporary Utilities.

.2 Section 01520 - Construction Facilities. 1.3 REFERENCES

.1 Canadian General Standards Board (CGSB) .1 CGSB 1.189M- 78 , Primer, Alkyd, Wood, Exterior. .2 CGSB 1.59- 97 , Alkyd Exterior Gloss Enamel.

.2 Canadian Standards Association (CSA) .1 CSA O121- M1978 , Douglas Fir Plywood

1.4 INSTALLATION AND REMOVAL

.1 Provide temporary controls in order to execute Work expeditiously.

.2 All temporary barriers, enclosures, etc. are to be approved by the University for type, style, size and construction materials prior to installation.

.3 Remove from site all such work after use to the satisfaction of the University Project Coordinator.

1.5 HOARDING

.1 Erect temporary site enclosures using 2” x 4” construction grade lumber framing at 24" centers and 4' x 8' x 1/2" exterior grade fir plywood to CSA O121-M1978.

.2 Apply plywood panels vertically flush and butt jointed.

.3 Provide at least one lockable truck entrance gate and at least one pedestrian door as directed and conforming to applicable traffic restrictions on adjacent streets. Equip gates with locks and keys.

.4 Erect and maintain pedestrian walkways including roof and side covers, complete with signs and electrical lighting as required by law.

.5 Paint public side of site enclosure in selected colours with one coat primer to CGSB 1.189M and one coat exterior paint to CGSB 1.59. Maintain public side of enclosure in clean condition.

.6 Erect temporary site enclosure using new 4' - 0" high snow fence wired to rolled steel "T" bar fence posts spaced at 8' - 0" oc. Maintain fence in good repair.

.7 Provide barriers around trees and plants designated to remain. Protect from damage by equipment and construction procedures.

1.6 GUARD RAILS AND BARRICADES

.1 Provide secure, rigid guard rails and barricades around deep excavations.

.2 Provide as required by governing authorities. 1.7 WEATHER ENCLOSURES

.1 Provide weather tight closures to unfinished door and window openings, tops of shafts and other openings in floors and roofs.

.2 Close off floor areas where walls are not finished; seal off other openings; enclose building interior work for temporary heat.

.3 Design enclosures to withstand wind pressure and snow loading. 1.8 DUST TIGHT SCREENS

.1 Provide dust tight screens or insulated partitions to localize dust generating activities, and for protection of workers, finished areas of Work and public.

.2 Maintain and relocate protection until such work is complete.

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1.9 ACCESS TO SITE

.1 Provide and maintain access roads, sidewalk crossings, ramps and construction runways as may be required for access to Work.

1.10 PUBLIC TRAFFIC FLOW

.1 Provide and maintain signal flag operators, traffic signals, barricades and flares, lights, or lanterns as required to perform Work and protect the public.

1.11 FIRE ROUTES

.1 Maintain access to property including overhead clearances for use by emergency response vehicles.

1.12 PROTECTION FOR OFF-SITE AND PUBLIC PROPERTY

.1 Protect surrounding private and public property from damage during performance of Work.

.2 Be responsible for damage and any extra cost incurred by The University as a result of the contractor’s work for cleaning of buildings, temporary sidewalks, roads, restoration of grounds, etc.

1.13 PROTECTION OF BUILDING FINISHES

.1 Provide protection for building finishes and equipment during performance of Work.

.2 Provide necessary screens, covers, and hoardings.

.3 Confirm with Consultant and University Project Coordinator locations and installation schedule prior to installation.

.4 Be responsible for damage incurred due to lack of or improper protection.

END OF SECTION

University of Manitoba HEALTH AND SAFETY Section 01705 Animal Science – Room 004 Alterations Req. #015C131205-03 Page 1

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PART 1 – GENERAL 1.1 REFERENCES

.1 University of Manitoba .1 Standard emergency response phone numbers and emergency procedures.

.2 Canada Labour Code, Canada Occupational Safety and Health Regulations.

.3 Canadian Standards Association (CSA) .1 CSA S350, Code of Practice for Safety in Demolition of Structures.

.4 Province of Manitoba .1 Workplace Safety and Health Act, R.S.M. and all associated regulations,

including MR 189/85 Construction Regulations. 1.2 SUBMITTALS

.1 Make submittals in accordance with Section 01330 - Submittal Procedures.

.2 Submit site specific Health and Safety Plan within seven days after date of Notice to proceed and prior to commencement of Work. Health and Safety Plan must include: .1 Safety responsibilities of managers, supervisors and workers .2 Hazardous assessment .3 Safe work practices .4 Job procedures, specific to each construction activity or task .5 Rules and regulations .6 Personal protective equipment requirements .7 Maintenance program for tools, equipment, etc. .8 Training and safety meetings, formal and informal, job site and off site .9 Inspections program .10 Investigations procedures .11 Emergency preparedness and response .12 Administration, records and statistics

.3 Submit copies of reports or directions issued by Federal and Provincial health and safety inspector.

.4 Submit copies of incident and accident reports.

.5 Submit to Consultant with Material Safety Data Sheets (MSDS) required for the project.

.6 Personnel training requirement including as follows: .1 Names of personnel and alternates responsible for site safety and health,

hazards present on site, and use of personal protective equipment. .7 Consultant will review Contractor’s site specific Health and Safety Plan and provide

comments to Contractor within seven days after receipt of plan. Revise Plan as appropriate and resubmit to Consultant within seven days after receipt of comments from Consultant.

.8 On-Site Contingency and Emergency Response Plan: address standard operating procedures to be implemented during emergency situation.

1.3 FILING OF NOTICE

.1 File Notice with Provincial authorities prior to commencement of Work. 1.4 SAFETY ASSESSMENT

.1 Perform site specific safety hazard assessment related to project. 1.5 MEETINGS

.1 Pre-construction: all construction workers working on any University project must attend a University of Manitoba Construction Safety Orientation prior to working on the job site. Contact the University of Manitoba – Environmental Health and Safety Office at 474-6633 to register workers.

.2 Establish Safety & Health Committee and hold meetings as required by Workplace Safety and Health Act and Regulations.


Version Nov 2006

1.6 REGULATORY REQUIREMENTS .1 Comply with specified standards and regulations to ensure safe and healthy operations at

site containing hazardous or toxic materials. 1.7 GENERAL REQUIREMENTS

.1 Develop written site-specific Health and Safety Plan based on hazard assessment prior to commencing any site Work and Continue to implement, maintain, and enforce Plan until final demobilization from site. Health and Safety Plan must address project specifications.

1.8 RESPONSIBILITY

.1 Be responsible for safety of persons and property on site and for protection of persons off site and environment to extent that they may be affected by conduct of Work.

.2 Comply with and enforce compliance by employees with safety requirements of Contract Documents, applicable federal, provincial, and local statutes, regulations, and ordinances, and with site-specific Health and Safety Plan.

1.9 COMMUNICATION REQUIREMENTS

.1 Comply with Workplace Safety and Health Act, and all associated regulations, including MR 189/85 Construction Regulations.

.2 Provide Consultant with copies of Safety & Health Committee minutes.

.3 Provide Consultant with Material Safety Data Sheets (MSDS) for project. 1.10 UNFORSEEN HAZARDS

.1 Should any unforeseen or peculiar safety-related factor, hazard, or condition become evident during performance of Work, immediately stop work and advise Consultant verbally and in writing.

1.11 HEALTH AND SAFETY OFFICER

.1 Employ and assign to Work, competent and authorized representatives as Health and Safety Officers. Health and Safety Officer must: .1 Have minimum 2 years site-related working experience specific to activities

associated with projects of similar size and nature. .2 Have basic working knowledge of specified occupational safety and health regulations. .3 Be responsible for completing Health and Safety Training Session and ensuring that

personnel not successfully completing the required training are not permitted to enter site to perform Work.

.4 Be responsible for implementing, enforcing daily and monitoring site-specific Health And Safety Plan.

1.12 POSTED DOCUMENTS

.1 Provide or obtain from Consultant documents as follows and post on site: .1 University of Manitoba emergency phone numbers and standard emergency

procedures. .2 Safety Policy. .3 Health and Safety Representative(s). .4 Material Safety Representative(s). .5 Notice of Project. .6 Joint Health and Safety Committee Members.

.2 Comply with Manitoba general posting requirements. 1.13 CORRECTION OF NON-COMPLIANCE

.1 Immediately address health and safety non-compliance issues identified by Consultant.

.2 Provide Consultant with written report of action taken to correct non-compliance of health and safety issues identified.

.3 Consultant may stop Work if non-compliance of health and safety regulations is not corrected.


Version Nov 2006

1.14 BLASTING

.1 Blasting or other use of explosives is not permitted. 1.15 WORK STOPPAGE

.1 Give precedence of safety and health of public and site personnel and protection of environment over cost and schedule considerations for Work.

.2 Assign responsibility and obligation to University of Manitoba or Provincial Health and Safety Officer to stop or start Work when, at Health and Safety Officer’s discretion, it is necessary or advisable for reasons of health or safety. Consultant may also stop Work for health and safety considerations.

END OF SECTION

University of Manitoba CLOSEOUT PROCEDURES Section 01770 Animal Science – Room 004 Alterations Req # 015C131205-03 Appendix

Version Nov 2006

CONTRACTOR PERFORMANCE EVALUATION FORM Project: __________________________________ Req # : __________________________________ Name of Contractor: _______________________________________________

Scope of Work:

Awarded Contract Value: $__________________ Final Contract Amount: $____________________ Initial Completion Date: ____________________________________________________ Actual Completion Date: ____________________________________________________ Project Coordinator: _____________________________________________________

Scoring - 4 = Excellent, 3 = Very good, 2 = Satisfactory, 1 = improvement required, 0 = unacceptable, N/A = Not Applicable = 4 Performance Evaluation Question Score Section 1 - Project Work

1 Did the contractor promptly commence the work? 4

2 Did the contractor have a capable site superintendant throughout the project?

3 Did the contractor change site superintendants during the project?

4 Did the contractor adequately staff the project to meet the schedule?

5 Did the contractor adequately manage material deliveries to maintain schedule?

6 Did the contractor work to actively resolve challenges and cooperate with Owner and Consultants?

7 Did the contractor suggest solutions and display initiative when dealing with challenges?

8 Did the contractor manage and coordinate the work of sub-trades?

9 Did the contractor promptly address deficiencies when identified?

10 Did the site supervisor anticipate and coordinate site tasks to minimize conflicts or delays?

11 Did the site supervisor maintain good relations with Consultants?

12 Did the site supervisor maintain good relations with U of M PPD staff?

13 Was the project completed in a timely manner in accordance with (latest) approved schedule?

14 Did the overall quality of the installation conform to project documents/specifications?

15 Did the contractor submit true and accurate shop drawings in a timely manner?

Section sub-total

30% of overall score, multiply total x .3 for section score

Section 2 - Health & Safety

1 Did the contractor routinely maintain a clean and safe work-site?

2 Were there any asbestos incidents during the course of the project?

3 Did the contractor comply with U of M policies and regulations while on site?

4 Did the contractor provide an adequate safety plan prior to commencing work?

5 Were there any WCB reportable injuries during the project?

6 Did the contractor promptly report any injuries to the authorities and the Project Coordinator?

7 Were there any environmental incidence during the course of the project? (Leaks, spills, containments)

8 Did the contractor promptly report environmental events to the authorities and Project Coordinator?

9 Did the contractor prominently post a Fire Plan and Procedures?

10 Did the contractor adequately enforce the use of PPE for all individuals on site?

11 Did the contractor conform to U of M Health & Safety Standards?

Section sub-total

20% of overall score, multiply total by .2 for section score

University of Manitoba CLOSEOUT PROCEDURES Section 01770 Animal Science – Room 004 Alterations Req # 015C131205-03 Appendix

Version Nov 2006

Section 3 - Communication & Documentation

1 Did the contractor provide an accurate schedule prior to commencing work?

2 Did the contractor communicate effectively with the Project Coordinator?

3 Did the contractor effectively organize and manage RFI's throughout the project?

4 Did the contractor ensure the subcontractors had effective representation at meetings?

5 Did the contractor coordinate interruption to services with the Project Coordinator?

6 Did the contractor submit accurate progress payments with required supporting documentation?

7 Did the contractor submit required supporting documentation for all proposed C/N's & Directives?

8 Did the contractor regularly maintain and adjust schedule to reflect changes?

9 Did the contractor submit construction photos (as required)?

10 Did the contractor do re-work only after the return of reviewed shop drawings?

11 Did contractor submit true and accurate pricing for change notices that did not require re-submissions?

12 Did the contractor prepare and participate effectively at the site meetings throughout the project?

Section sub-total


Section 4 - Project Closeout

1 Did the contractor complete all work prior to requesting a final substantial inspection?

2 Did the contractor provide accurate site As-Built drawings as required by specifications?

3 Is the contractor promptly addressing warranty issues?

4 Did the contractor coordinate training and provide training as required by specifications?

5 Did the contractor submit Building Systems Manuals 30 days prior to scheduled training?

6 Were the Testing and Balancing Reports submitted as required by specifications?

7 Were the required on site operations documents posted prior to training sessions?

(such as: valve tag lists, etc)

8 Did the Contractor coordinate Commissioning activities?

9 Did the contractor submit the Project Information Manual as required by specifications?

10 Did the contractor obtain and submit final Occupancy Permits as required by authority having

jurisdiction?

Section sub-total


Add the Section Scores to obtain Contractor Review Total Score

Results of Scoring

Level 5 90% - 100% - Contractor will remain on pre-qualified bidders list.

Level 4 80% - 89% - Contractor will receive a letter detailing areas requiring improvement.

Level 3 70% - 79% - Contractor will receive a letter of warning and must improve one level at next review.

Level 2 60% - 69% - Contractor will be suspended from prequalified list for a period of 1 year.

Level 1 below 60% - Contractor will be removed from prequalified list for an indefinite period. Contractors removed or suspended from pre-qualified bidders list for any period of time may apply for reinstatement through Purchasing Services. All applications for reinstatement must be accompanied by documented procedures detailing how improvements to previous processes have been achieved. actors receiving Level 3 score must improve to Level 2 or higher on next project or they will be suspended from the pre-qualified bidders list for a period of 6 months.

END OF SECTION

University of Manitoba CLOSEOUT PROCEDURES Section 01770 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

Version Feb 2010


.1 Administrative procedures preceding preliminary and final inspections of Work.

.2 Contractor post construction Performance Evaluation 1.2 REFERENCES

.1 Canadian Construction Documents Committee (CCDC) .1 CCDC 2- 2008 , Stipulated Price Contract.

1.3 INSPECTION AND DECLARATION

.1 Contractor's Inspection: Contractor and all Subcontractors shall conduct an inspection of Work, identify deficiencies and defects, and repair as required to conform to Contract Documents. .1 Notify Consultant in writing of satisfactory completion of Contractor's Inspection

and that corrections have been made. .2 Request Consultant's Inspection.

.2 Consultant's Inspection: Consultant and Contractor will perform inspection of Work to identify obvious defects or deficiencies. Contractor shall correct Work accordingly.

.3 Completion: submit written certificate that following have been performed: .1 Work has been completed and inspected for compliance with Contract

Documents. .2 Defects have been corrected and deficiencies have been completed. .3 Equipment and systems have been tested, adjusted and balanced and are fully.

complete .4 Certificates required by Utility companies have been submitted. .5 Training of operation of systems has been completed to Owner's personnel. .6 Work is complete and ready for Final Inspection. .7 Building Systems Manuals, Project Information Manuals, Commissioning

Manuals and As-built Drawings in AutoCAD format, as per UofM CAD Standards have been submitted and reviewed as complete by the Consultant.

.4 Final Inspection: when items noted above are completed, request final inspection of Work by Owner , Consultant , and Contractor. If Work is deemed incomplete by Owner and Consultant , complete outstanding items and request re-inspection.

.5 Declaration of Substantial Performance: when Owner and Consultant consider deficiencies and defects have been corrected and it appears requirements of Contract have been substantially performed, make application for certificate of Substantial Performance. Refer to CCDC 2, General Conditions Article GC 5.4 - Substantial Performance of Work for specifics to application.

.6 Commencement of Lien and Warranty Periods: date of Owner's acceptance of submitted declaration of Substantial Performance shall be date for commencement for warranty period and commencement of lien period unless required otherwise by lien statute of Place of Work.

.7 Final Payment: When Owner and Consultant consider final deficiencies and defects have been corrected and it appears requirements of Contract have been totally performed, make application for final payment. Refer to CCDC 2, General Conditions Article GC 5.7 for specifics to application. If Work is deemed incomplete by Owner and Consultant , complete outstanding items and request reinspection.

.8 Payment of Holdback: After issuance of certificate of Substantial Performance of Work, submit an application for payment of holdback amount in accordance with CCDC 2, General Conditions Article 5.5.

.9 Contractor Performance Evaluation: After completion of the Work, the University reserves the right to conduct an evaluation of the Contractor’s performance. The form appendixed to this Section will form the basis of the evaluation and will be completed by the University Project Coordinator responsible for the project.

The evaluation will form the basis for a reference for the Contractor as well as the Contractor’s ability to bid future University work.

University of Manitoba CLOSEOUT SUBMITTALS Section 01780 Animal Science – Room 004 Alterations Req # 015C131205-03 Page 1

Version March 2012


.1 As-built, samples, and specifications.

.2 Equipment and systems.

.3 Product data, materials and finishes, and related information.

.4 Spare parts, special tools and maintenance materials.

.5 Warranties and bonds. 1.2 RELATED SECTIONS

.1 Section 01330 - Submittal Procedures.

.2 Section 01450 - Quality Control.

.3 Section 01770 - Closeout Procedures.

.4 Section 01810 – Quality Commissioning 1.3 SUBMISSION

.1 Prepare instructions and data by personnel experienced in maintenance and operation of described products.

.2 Copy will be returned after final inspection, with Consultant’s comments.

.3 Revise content of documents as required prior to final submittal.

.4 Four weeks prior to Substantial Performance of the Work, submit as required in 01810, final copies of Building Systems Manual, Project Information Manual and Commissioning Manual in English

.5 Ensure spare parts, maintenance materials and special tools provided are new, undamaged or defective, and of same quality and manufacture as products provided in Work.

.6 If requested, furnish evidence as to type, source and quality of products provided.

.7 Defective products will be rejected, regardless of previous inspections. Replace products at own expense.

.8 Pay cost of transportation. 1.4 FORMAT

.1 Organize data as detailed in Section 01810.

.2 Operations and maintenance manual: .1 CD/DVD Format – 3 copies in CD/DVD in Microsoft Word or editable PDF format

of final Operations and maintenance manual. .3 Binders will not be accepted. .4 Cover: Identify each CD with type or printed title “Project Record Documents”; list title of

project and identify subject matter of contents. .5 Arrange each manual content under Table of Contents as listed in Section 01810. .6 Provide chapter tabs for each separate product and system, with typed description of

product and major component parts of equipment. .7 Text: Manufacturer’s printed data, or typewritten data. .8 Drawings within O&M manuals: provide within PDF documents. .9 Submit one (1) hard copy and one (1) electronic copy in latest version of AutoCAD of “As

Built” Drawings, according to the University of Manitoba’s layering and pen table standards.

.10 Submit one (1) hard copy and one (1) electronic copy in latest version of MS Word of “As Built” Project Manual Specifications.

1.5 AS-BUILTS AND SAMPLES

.1 In addition to requirements in General Conditions, maintain at the site for Consultant and Owner one record copy of: .1 Contract Drawings. .2 Specifications.


Version March 2012

.3 Addenda.

.4 Change Orders and other modifications to the Contract.

.5 Reviewed shop drawings, product data, and samples.

.6 Field test records.

.7 Inspection certificates.

.8 Manufacturer’s certificates. .2 Store record documents and samples apart from documents used for construction.

Provide files, racks, and secure storage. .3 Maintain record documents in clean, dry and legible condition. Do not use record

documents for construction purposes. .4 Keep record documents and samples available for inspection by Consultant.

1.6 RECORDING ACTUAL SITE CONDITIONS

.1 As-built drawings: Refer to Section 01810 for requirements for as-builts. Obtain two sets of white bond prints and, as the project progresses, mark these prints clearly in red pencil to accurately indicate installed work as well as alterations and deviations from work shown in Contract Drawings, include all Addenda and Work Order Changes. .1 As-built Drawings to be maintained on a weekly basis to ensure they are up-to-

date and accurate, and have current prints available for inspection at site at all times.

.2 Shop Drawings: legibly mark each item to record actual construction, including: .1 Measured locations of internal utilities and appurtenances, referenced to visible

and accessible features of construction. .2 Field changes of dimension and detail. .3 Changes made by change orders. .4 Details not on original Shop Drawings. .5 References to related shop drawings and modifications.

.3 Specifications: legibly mark each item to record actual construction, including: .1 Manufacturer, trade name, and catalogue number of each product actually

installed, particularly optional items and substitute items. .2 Changes made by Addenda and change orders. .3 Arrange and pay for all services required for recreating and printing to produce

“As-built” Project Manual Specifications in latest edition of Word format and submit on CD.

.4 Other Documents: maintain manufacturer’s certifications, inspection certifications, field test records, required by individual specifications sections. Include in appropriate manual as detailed in Section 01810.

1.7 EQUIPMENT AND SYSTEMS

.1 Provide Contractor’s coordination drawings, with installed colour coded piping diagrams.

.2 Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

.3 Include test and balancing reports.

.4 Additional requirements: As specified in individual specification sections. 1.8 SPARE PARTS

.1 Provide spare parts, in quantities specified in individual specification sections.

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to site; place and store.

.4 Receive and catalogue all items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment. 1.9 MAINTENANCE MATERIALS

.1 Provide maintenance and extra materials, in quantities specified in individual specification sections.


Version March 2012

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to site; place and store as directed by University Project Coordinator.

.4 Receive and catalogue all items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment. 1.10 SPECIAL TOOLS

.1 Provide special tools, in quantities specified in individual specification section.

.2 Provide items with tags identifying their associated function and equipment.

.3 Deliver to site; place and store.

.4 Receive and catalogue all items. Submit inventory listing to Consultant with a copy to the University Project Coordinator. Include approved listings in Maintenance Manual.

1.11 STORAGE, HANDLING AND PROTECTION

.1 Store spare parts, maintenance materials, and special tools in manner to prevent damage or deterioration.

.2 Store in original and undamaged condition with manufacturer’s seal and labels intact.

.3 Store components subject to damage from weather in weatherproof enclosures.

.4 Store paints and freezable materials in a heated and ventilated room.

.5 Remove and replace damaged products at own expense and to satisfaction of Consultant and University.

1.12 WARRANTIES AND BONDS

.1 Separate each warranty or bond with index tab sheets keyed to Table of Contents listing.

.2 List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

.3 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item of work.

.4 Except for items put into use with Owner’s permission; leave date of beginning of time of warranty until the Date of Substantial Performance is determined.

.5 Verify that documents are in proper form, contain full information, and are notarized.

.6 Co-execute submittals when required.

.7 Retain warranties and bonds until time specified for submittal.

END OF SECTION

University of Manitoba QUALITY COMMISSIONING Section 01810 Animal Science – Room 004 Alterations Req #015C131205-03 Page 1 of 7

11/24/2014

1. SCOPE

.1 The Physical Plant Department at the University of Manitoba has implemented a Quality Commissioning Program that involves the review and verification of construction and renovation projects to ensure all aspects meet the quality standards set by the University.

.2 The Quality Commissioning Program starts at the pre-design phase and continues through the post construction phase. Re-commissioning of commissioned installations is performed every 5 years. For this reason, the initial commissioning process and the created documentation is critical to ensure that complete and accurate re-commissioning can take place in the following years. A Commissioning Activities Timeline is included at the end of this section.

.3 Under this contract; building, mechanical and electrical systems shall be fully commissioned for compliance to the design documentation and specified performance.

.4 All equipment supplied to this project will be checked by the contractor prior to installation to ensure that the delivered product is as specified. An Equipment Form shall be prepared, completed, and submitted for each piece of equipment.

.5 All equipment shall be functionally tested by the Contractor. An Installation Form shall be prepared, completed, and submitted for each piece of equipment.

.6 Sample forms are available at the Physical Plant website that provides representative information sheets for mechanical and electrical items. It is the Contractor’s responsibility to modify these forms or create new forms that are project specific.

.7 The Contractor is responsible for the participation of the sub-trades and their respective specialists and suppliers in providing the services required for the commissioning.

.8 All systems shall be dynamically tested under various conditions including, low load, high load, component failures, power failures, fire alarm, and other factors specific to individual systems. The systems are run through all of the control system’s sequence of operation.

.9 The Design Team shall develop the Integrated Systems Review Forms defining test procedures for each system and include this information in the Contract Documents.

2. SYSTEMS TO BE COMMISSIONED

.1 General Building Systems .1 Drainage, Grading and Compaction .2 Concrete Quality .3 Concrete Floor Flatness .4 Finish Carpentry and Millwork .5 Building Envelope and Roofing .6 Fire Stopping Systems .7 Door Hardware .8 Card Access System .9 Window Fabrication / Weather Tightness .10 Curtain Wall Systems .11 Architectural Specialties .12 Elevators

.2 Mechanical Systems .1 Site Services / Underground Utilities .2 Insulation Systems .3 Chemical Treatment .4 Plumbing .5 Fire Protection .6 HVAC .7 Sound / Isolation Vibration .8 Building Management Control System .9 Testing and Balancing


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.3 Electrical System .1 Power Distribution Systems .2 Motor Control Centers .3 High Voltage Switchgear .4 Grounding .5 Lighting Control Systems .6 Emergency Lighting .7 Card Access .8 Emergency Generators .9 Voice Data .10 Fire Alarm Systems .11 CCTV

3. RESPONSIBILITIES

.1 The Contractor shall: .1 Provide all coordination required to schedule, coordinate, and complete all

commissioning activities. Due to interdependency of the various systems and items of equipment, significant coordination will be required to facilitate commissioning.

.2 Prepare, implement, and manage a Commissioning Plan.

.3 Complete all Equipment and Installation commissioning Forms specific to the actual equipment involved on this project. Samples of Equipment and Installation forms are available on the Physical Plant website. See in 4.0 Description below.

.4 The Contractor is responsible for the participation of the sub-trades and their respective specialists and suppliers in providing the services required for the commissioning.

.5 Complete forms and sign off when each form is satisfactorily completed.

.6 Provide instruction and training on all components to Physical Plant Staff.

.7 Compile and organize all information necessary to complete all sections of the Commissioning Manual

.2 The Consultant Team shall:

.1 Review and verify completed Equipment and Installation Forms

.2 Chair a pre-commissioning meeting with the purpose of defining, scheduling, implementing, and coordinating the commissioning plan.

.3 Prepare Integrated Systems Review Forms.

.4 Arrange and chair all commissioning meetings and issue minutes.

.5 Provide input where needed to assist in completing the Commissioning process.

.6 Sign off Forms when satisfactorily completed by the Contractor.

.7 Maintain Master Deficiency List

.3 The Commissioning Advocate shall: .1 Maintain oversight of the Commissioning process. .2 Provide guidance and technical input where required. .3 Perform periodic construction reviews. .4 Witness commissioning testing by the Mechanical Contractor. .5 Review project prior to contract closeout and check that deficiencies have been

remedied. .6 Confirm systems acceptance has been received from the Consultant prior to the start of

commissioning process.


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.7 Accept or reject tests for cause; each rejected test shall be repeated by the contractor until satisfactory to the Commissioning Advocate at no additional cost.

.8 Submit information on any deficiencies to the Project Coordinator for inclusion into the Master Deficiency List.

.4 The Project Coordinator shall:

.1 Ensure that all forms have been signed off by the responsible parties.

.2 Receive all forms and distribute them for completion.

.3 Arrange for periodic reviews by Physical Plant Trades Managers.

.4 Receive deficiency lists and forward to the Primary Consultant for inclusion in the Master Deficiency List.

.5 Sign off completed Forms and return to Contractor.

4. DESCRIPTION

.1 Commissioning activities to be performed by the contractor include but are not limited to the following:

.2 Verification that all equipment has been supplied to the project in accordance with the specification. Every piece of equipment requires the satisfactory completion of an Equipment Form.

.3 Verification that all equipment has been installed as required by the contract documents and functions correctly. Each piece of equipment requires the satisfactory completion of an Installation Form(s).

.4 Verification that each system has been functionally tested and that the system components act and react interdependently and as per design. The Contractor(s) perform the testing as required to allow the Design Team and Owner to verify systems operation. The Contractor is responsible to record the information and results of this work. Completed Integrated Systems Review Forms shall be included in the Project Manual.

.5 The Integrated Systems Review shall outline a series of functional tests designed to verify that installed components act and react interdependently to maintain specified systems operation, operate automatically and function as required under alarm or failure conditions.

.6 Integrated Systems Reviews shall be performed in the presence of the Contractor, related subcontractors, and the University of Manitoba Building Commissioning Advocate.

.7 Samples of Equipment, Installation, and Integrated Systems Review forms are available on the Physical Plant website. Forms can be modified to properly depict installed equipment. http://www.umanitoba.ca/campus/physical_plant/departments/a&e_masterspecs.html

.8 All deficiencies are to be satisfactorily completed prior to substantial completion.

.9 Demonstration of satisfactory performance and provide training for the owner on all building, mechanical, electrical, and control systems to the University of Manitoba shall be required.

5. INSTRUCTIONS TO UNIVERSITY OF MANITOBA

.1 At the completion of the work, the Contractor shall instruct and demonstrate to those University employees who will have charge of the equipment, the operation, maintenance care, and adjustment of all parts of the system to satisfaction of the Design Team.

.2 Instruction shall be completed before the University has taken over operation of the project.

.3 Arrange and pay for services of all Manufacturers' representatives required for instruction on specialized portions of the installation.

.4 The Contractor shall arrange for systems and equipment demonstrations and training for the University of Manitoba.

.5 Project Manuals shall be furnished to University personnel a minimum of 14 days prior to any instructions and demonstrations.

.6 Provide 14 days written notice of operator training to the University of Manitoba and the Design Team. Provide training Agenda at the time of notice.


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.1 The training is to include the following format and activities: .1 Description of systems (with factory personnel being involved at appropriate

times) with review of Performance and Maintenance materials. .2 Walk-through of project. .3 Instruction of start-up procedures (including seasonal procedures, system check-

lists, and emergency procedures). .4 Performance procedure description (including occupancy considerations,

seasonal change-over, manual and automatic Performance, and emergency modes).

.5 Instructions on systems shut-down (including system checklists for normal and emergency modes).

.6 Instruction on all aspects of system maintenance (including routine servicing, lubrication, overhaul and factory servicing).

.7 Information concerning the scope of warranties and their use.

.8 A description of spare parts in stock, and their service.

.9 A description of normal tools, supplies and equipment, and any special tools required for servicing the systems and equipment.

.10 Demonstrate the specific starting, stopping, controlling and general maintenance requirements for each major piece of equipment and system.

.11 Demonstrate all systems and provide a Contractor guided tour of the facility to point out all locations of equipment, dampers, control devices and the like.

.12 Answer all questions raised by the University of Manitoba at demonstrations. Provide a written response to any question within 3 days.

6. DOCUMENTATION

.1 As-Built Drawings (Mark-ups as Prepared by Contractor) .1 Produce one set of white bond prints of the total drawing package and the Project

Manual. .2 As the job progresses, mark these prints clearly in coloured pencil to accurately indicate

installed work, as well as alterations to ductwork, piping, equipment and associated work changes and deviations from work shown on Contract Drawings, including all Addenda, Site Instructions, Clarifications and Change Orders.

.3 Show locations of access doors and panels.

.4 Show inverts of all services at key points within the building. Show inverts of all underground services at each vertical and horizontal change of direction and at all bends and tees. Take special care to indicate underground systems, equipment routing and location.

.5 Dimension services in relation to structure and buildings.

.6 Record information concurrently with construction progress. Do not conceal work until required information is recorded.

.7 As-Built drawings to be maintained on a weekly basis to ensure they are up-to-date and accurate.

.8 Have the white bond prints available for inspection at the site at all times, and present for scrutiny at each job meeting.

.9 Each as-built drawing sheet shall bear the following statements:

.10 The original drawings were stamped and sealed by (insert Consultants name)

.11 (Contractors Name) certify that these drawings are an accurate record of the construction.

.12 One paper copy and one scanned colour PDF of the As-Built drawings must be completed, reviewed, and turned over to the University of Manitoba and their consultant 14 days prior to scheduled operator training.

.13 Digital (CAD/ Word/ Excel) “Record” drawings, based on Contractors’ “As-Built” drawings and updated Tender Documents must be provided to the University within 2 months of


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Substantial Performance by the Consultant. CAD documents to be formatted using a current edition of AutoCAD and utilize the University of Manitoba’s layering/pen table standards.

.2 Project Manuals

.1 Project Manuals are divided into four sections: .1 Project Information .2 Building Systems .3 Commissioning .4 Supplementary Information

.2 Project Manuals shall be formatted as follows:

.1 Project Information – Tab 1 .1 Cover Page

(i) Facility / Project Name (ii) Facility / Project Address (iii) Prepared By (iv) Date

.2 Table of Contents (Prepared by Contractor) (i) Indexed table of contents listing the following sections,

subsections, and appendices. Also, incorporate additional information unique to this project as relevant and applicable.

.3 Contractor Contact Information Table (Prepared by Contractor) (i) Title /Function (ii) Name of responsible party (iii) Phone number(s) (iv) E-mail address

.4 Design Team Contact Information Table (Prepared by contractor) (i) Title /Function (ii) Name of responsible party (iii) Phone number(s) (iv) E-mail address

.5 Certification Documents (i) Design Team Certification (ii) Authority Having Jurisdiction Certifications (iii) Vendor Certifications

.6 Component Information (Shop Drawings)

.7 Completed Master Deficiency List

.8 Changes to Design (i) Spreadsheet listing each change order, description, cost,

reason for change, effect on systems. .9 Warranty

(i) Warranty start and end dates (ii) Warranty repairs (iii) Warranty inspection

.2 Building Systems – Tab 2

.1 Systems Maintenance Requirements .1 Individual Systems Description .2 Sequence of Operations .3 Area Served .4 Service Valve or Disconnect Location .5 Control Point Location .6 Components of system .7 Warranty start date and duration


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.8 Record of Training for System

.9 Spare parts inventory

.10 Preventative maintenance items and schedule

.11 Start-up procedures

.12 Emergency procedures .2 Training Activities – Listing of the following for each system (Prepared by

Contractor) .1 Date of training and attendance sheets .2 Agenda for training session .3 Classroom materials .4 Manufacturer’s instructions .5 Emergency procedures .6 Start-up and shut-down procedures .7 Normal operating procedures

.3 Commissioning – Tab 3 .3 Commissioned Systems (Prepared by Contractor)

.1 System Name (Example - North Wing Ventilation – Include information on all equipment and devices that comprise this system)

.2 Systems description and sequence of operations

.3 Equipment Forms

.4 Installation Forms

.5 Manufacturers Start up Checklists

.6 Integrated Systems Review Forms

.4 Supplementary Information –Tab 4 .4 Appendix A (Prepared by Contractor)

.1 Service Points (i) 11 x 17 reduced floor plan c/w room numbers (ii) Reduced 11 x 17 site plan indicating underground

utilities, service isolation valves and disconnect locations (iii) Reduced 11 x 17 floor plan(s) indicating service isolation

valves and disconnect locations .5 Appendix B (Prepared by Contractor)

.1 Single Line Schematics (i) HVAC (ii) Plumbing (iii) Fire Protection (iv) Electrical Distribution (v) Controls Logic

.6 Appendix C (i) HVAC TAB Reports (ii) Safety Device Testing Reports (iii) Valve Tag Directory (iv) Panel Directories (v) Pressure Piping Quality Assurance Manual (vi) Water Disinfection Report


11/24/2014

Commissioning Activities Timeline Commissioning Activity Responsible

Party Timeline Actual

Completion Date

Functional Requirements and Conceptual Design Documents submitted

Design Team Design Development Phase

Design Submission & Reviews Design Team and Owner

66% Design

Design submissions including Integrated Systems Review

Design Team 100% Design

Final Review Owner 100% Design Bid Review Design Team

& Owner Tender Closing

Award of Contract All Award of Contract Maintain Master Deficiency list Project

Coordinator Throughout Construction

Integrated Systems Review Contractor / BCA

Prior to Substantial Completion

Submit Project Manual Contractor Training minus 14 Days

Submit As-Built Drawings for Review Contractor Training minus 14 Days

Submit Training Schedule and Training Agenda

Contractor Training minus 14 days

Instructions to University of Manitoba Contractor Prior to Substantial Completion

Contractor’s Inspection & Report Submission

Contractor Substantial Completion minus 14 days

Consultant’s / Design Team Inspection Design Team Prior to Substantial Completion

Final Inspection Design team Prior to Substantial Completion

Deficiencies Corrected Contractor Prior to Substantial Completion

Warranty Period Begins All Substantial Completion

Submit Seasonal / Deferred Commissioning Schedule

Contractor Substantial Completion

Warranty Inspection Walkthrough All Substantial Completion + 21 Months

Warranty Items Repaired / Completed Contractor Substantial Completion + 23 Months

Warranty Completion Date All Substantial Completion + 24 Months

End of Section

University of Manitoba MASONRY REPAIR Section 04250 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS .1 Mechanical Section 15000 1.2 REFERENCE STANDARD

.1 Do masonry mortar and grout work to CSA A179-M1994 except where specified otherwise.

.2 ASTM C579-1088 Specification for Quicklime for Structural purposes.

.3 ASTM C207-79-1988 Specification for Hydrated Lime for Masonry.

.4 CAN/CSA-A5-M88 Portland Cement.

.5 CAN/CSA-A8-M88 Masonry Cement.

.6 CSA A82.56-1950, R 1971 Aggregate for Masonry Mortar and ASTM C144.

.7 ASTM C126 – Latest Specification for Ceramic Glazed Structural Clay Facing Tile, Facing Brick and Solid Masonry Units.

.8 CAN/CSA CAN3-A371-M84 Masonry Construction for Buildings

.9 CAN 3-A82.8 – 1984 Hollow Clay Brick. 2.1 MORTAR/GROUT MATERIALS .1 Mortar and grout: CSA A179-M1994. .2 Use aggregate passing 1.18 mm sieve where 6 mm thick joints are indicated. .3 Dirt resistant additives: aluminum tristearate, calcium stearate or ammonium stearate. 2.2 MATERIAL SOURCE .1 Use same brands of material and source of aggregate for entire project. .2 Sand: to CSA A 82.5 for concrete block construction.

.3 Water shall be potable, clean and free of deleterious amounts of acids, alkalies or organic materials.

.4 Lime: .1 Processed Lime (quicklime) to ASTM C5 and CSA A82.43M .2 Hydrated Lime: ASTM C207 and A82.43M .5 Portland Cement: CAN/CSA-A5 .6 Masonry Cement: CAN/CSA-A8 .7 White Cement: use white silica sand and white Portland Cement and lime. .8 Colour: ground coloured natural aggregates to match existing. If a pigment is required,

ensure that only enough chemically pure synthetic oxide pigments are utilized and are alkali proof and sun fast. Do not use organic dyes.

.9 Calcium chloride shall not be used for any purpose or in any instance.

.10 Air entrainment: factory process lime (Type 2A) with agents for air entrainment shall be used on exterior mortar mixes at dosages recommended by the manufacturer.

2.3 MORTAR TYPES .1 Mortar for interior masonry: .1 Loadbearing: type S based on proportion specifications. .2 Non-loadbearing: type N based on proportion specifications. .2 Following applies regardless of mortar types and uses specified above:

.1 Mortar for calcium silicate concrete block: type O based on proportion specifications.

.3 Exterior Mortar: repointing shall be Type S and conform to the requirements of CSA A179-94, suitable for exterior exposure. Air content of exterior mortar mixes shall not exceed 14% by volume but at no time be less than 8%. .1 Masonry mortar mixed in proportion with enough water to make as stiff as can be

worked. .2 Repointing: new mortar to be used in repointing is to match the existing mortar. .3 Time limit: discard nix not used and placed within two hours. .4 Allow mortar to set before subjecting to a load. .5 Colouring material agent if required: colour pigments comprising of metallic oxide

composition shall not exceed 10% of weigh of binder materials. Carbon black not to exceed 3.0% of weight of binder materials.

University of Manitoba MASONRY REPAIR Section 04250 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

.6 Soak processed lime in water for not less than 24-hours or soak hydrated lime in water for not less than 12-hours.

.7 Mix all dry ingredients before adding any water to obtain even colour and remove any lumps.

.8 Add one-half of the water and mix for about five (5) minutes. The remaining water should then be added in small portions until the desired consistency is reached. In general, the desired mortar consistency uses the minimum amount of water to allow the mortar to stick to a trowel held upside down. Do not add excess water.

.9 Re-tempering or adding more water after the initial mix is prepared is not permitted.

.10 Mix mortar ingredients in quantities for use in 2-hours. 2.4 DIRT-RESISTANT MORTAR

.1 For dirt-resistant mortar, add aluminium tristearate, calcium stearate, or ammonium stearate to mortar in amount of 3% of weight of Portland cement.

.2 Use dirt-resistant mortar for all masonry brick. .3 All mortar for limestone to be a non-staining cement type. 2.5 GROUT .1 Grout: to CSA A179-M1994 Table 3.

.2 Grout masonry components indicated including lintels, doors, frames, anchor bolts, reinforced masonry, and where required for fire or sound ratings.

.3 All grout for limestone to be a non-staining cement type. 2.6 MASONRY REINFORCING .1 Wire reinforcement: to CAN3-A371-M94, G30.3. .2 Metal ties: to CAN-A370-M94. .3 Metal anchors: to CAN-A370-M94.

.4 Corrosion protection: to CAN-A370-M94, for metal ties and CAN-A371-M94 horizontal reinforcing in exterior walls.

2.7 MASONRY MATERIALS

.1 Standard concrete masonry units: to CAN3-CSA-A165 series M85, type, size (metric), and location as indicated on architectural drawings and size to suit existing walls.

3.1 MIXING .1 Grout: mix grout to semi-fluid consistency.

.2 Pointing mortar; pre-hydrate pointing mortar by mixing ingredients dry, then mix again adding just enough water to produce damp unworkable mix that will retain its form when pressed into a ball. Allow to stand for not less than 1 hour nor more than 2 hours, then remix with sufficient water to produce mortar of proper consistency for pointing.

3.2 REPAIR

.1 Re-set all existing loose masonry units as indicated.

.2 Cut out and remove existing masonry to suit new ductwork.

.3 Infill and patch existing masonry as indicated.

.4 Install new steel supports as indicated. .5 Provide temporary shoring/bracing as required. .6 Install new loose angle, grout into place. .7 Repair and re-point existing surrounding masonry. .8 Clean area. 3.3 EXECUTION .1 Place safety devices and signs near the work. .2 Perform work in accordance with CAN3-A371-M84.


.3 Tool and compact using approved jointing tool to form compacted flat tooled joints, matching existing configuration.

.4 Calcium chloride shall not be used for any purpose or in any instance.

.5 Procedure of testing: inspect joints visually for obvious signs of deteriorated masonry. As a general rule, mortar may be satisfactory if the pointing is firm, intact and not eroded (more than 1/3" from face of the masonry). To judge which joints may need re-pointing, use the following criteria: .1 Open joints: the mortar is deeply eroded (more than 1/3" from face of masonry)

or has fallen out. .2 Cracked joints: cracks of hairline width or larger have formed in mortar. .3 Separated joints: mortar and masonry do not adhere, resulting in gap between

two, or mortar sitting loose on joint. .4 Test for voids and weakness by using hammers or other approved means.

.6 Rake unsound joints free of deteriorated and loose mortar, dirt and other undesirable material. Joints should be raked to a depth of 2-2.5 times the vertical joint width, but at no point less than 1".

.7 Rake joints a minimum of two times and clean joints to full depth of deteriorated mortar but in no case to less than 1". Clean out voids and cavities encountered. Remove mortar cleanly from masonry, leaving square corner and a flat surface at back or cut.

.8 Clean by wire brushing, sandblasting, water-blasting or by other acceptable means, subject to approval by Consultant, surfaces of joints and to depth of not less than 1".

.9 Flush open joints and voids clean with water and/or air, an if not free draining, blow clean with compressed air.

.10 Mortar joints are to be filled in successive layers. Deeper joints shall be filled first compacting new mortar in several layers until back of joint is flat. Several 1/3" layers will be needed to fill the joint flush with the surface of the masonry. Allow each layer to reach thumbprint hardness before the next is applied.

.11 Keep masonry damp while pointing is being performed.

.12 Do not finish joint by using a trowel to smooth out mortar. Use suitable approved jointing tool to form compacted tooled joints on exterior joints. Do not feather edge mortar.

.13 Finish masonry joints to match existing mortar joints. Leave block work clean and free of mortar droppings.

.14 Remove loose or deteriorated masonry on an individual basis, and replace and reset as follows:

.1 Fix new masonry unit in correct location with water soaked softwood wedges. .2 Insert and compress firm mortar to within 1-1/2" of surface. Allow mortar to set

24 hours. .3 Pull out wood wedges when dried. .4 Point mortar to surface to match existing profile in two layers.

.15 Set block masonry plumb, true and level in full bed of mortar to match existing wall profile. Utilize existing masonry anchors to fix prick to structural back-up.

3.4 CLEANING

.1 Clean surfaces of mortar droppings, stains and other blemishes resulting from work of this contract as work progresses.

.2 Bits of mortar that fall off or are forced from joint edges by tooling may be removed with a still dry or lightly dampened brush after the mortar has initially set, but before it has hardened. Hardened mortar can usually be removed with a wooden paddle.

.3 Smears on the wall should be cleaned up after a day or two, after the mortar has developed sufficient strength. Use natural bristly brush. Do not use a wire brush.

.4 Use only clean water for all cleaning. 4.1 UNIT PRICE

.1 The contractor shall provide a unit price for all repair procedures inherent to re-pointing and the removal and replacement of individual masonry units as described within this


specification. The Contractor is to note that the unit price shall include all access, labour, materials, supervision, equipment, heating, hoarding, incidentals etc.

.2 Prior to the commencement of the repairs, the Consultant and a representative of the Contractor will inspect and identify any masonry unit(s) for replacement. The Contractor is to note that if he increases the area of the repair over that originally measured of his own accord and without consultation with the Consultant, he will not be paid for the increased area. Minimum payment for repair areas will be one (1) masonry unit.

University of Manitoba LIGHTWEIGHT STEEL FRAMING Section 05410 Animal Science – Room 004 Alterations LOAD-BEARING METAL STUDS Req. # 015C131205-03 Page 1 PART 1 - GENERAL 1.1 SYSTEM DESCRIPTIONS .1 Axial load-bearing lightweight steel framing. .2 Floor joist lightweight steel framing. 1.2 WORK INCLUDED .1 Provide labour, materials, services and equipment necessary to complete installation of the

lightweight steel framing system including: .1 Axial load-bearing studs. .2 Top and bottom track. .3 Head and sill members and jamb studs for wall openings. .4 Connections. 1.3 RELATED WORK .1 Section 09250 - Gypsum Board. 1.4 REFERENCES .1 National Building Code of Canada. .2 Manitoba Building Code. .3 CSA-S136 Cold Formed Steel Structural Members. .4 ASTM-A653/A653M Standard Specification for Steel Sheet Zinc-Coated (Galvanized) or

Zinc-Iron Alloy Coated. .5 (Galvannealed) by the Hot-dip Process. .6 ASTM-C954 Standard Specification for Steel Drill Screws for the Application of Gypsum

Panel Products or Metal. .7 CAN/CGSB-7.1 Lightweight Steel Wall Framing Components. .8 CAN/ULC-S101 Standard Methods of Fire Endurance Tests of Building Construction

Materials. .9 ULC Fire Resistance Directory Design No. W424 - load bearing wall. 1.5 QUALITY ASSURANCE .1 Firm performing installation to have minimum three years experience in installation of

Lightweight Steel Framing systems. 1.6 DESIGN CRITERIA .1 Design shall be based on Limit States Design principles using factored loads and

resistances. .2 Determine factored loads and resistances in accordance with CSA-S136 and the National

Building Code, 1995. .3 Deflection Criteria: .4 Select studs with maximum deflection under specified loads of L/240 when supporting non-

masonry finishes. .5 Select roof joists with maximum deflection under specified live loads of L/240 for joists

supporting materials not susceptible to cracking. .6 For axial load-bearing studs, provide bridging as required by the stud manufacturer's load

tables but not more than 48 in. (1220 mm) o.c. Provide a minimum of 2 rows of equally spaced bridging.

.7 For floor and roof joists, provide bridging at 2100 mm o.c. maximum. Provide a minimum of 2 rows of equally spaced bridging.

.8 For studs and joists, closer bridging spacing than that specified above may be required to satisfy structural requirements.

.9 For stud walls provide head, sill and jamb members and connections to frame openings. For joists, provide headers, trimmers and connections to frame openings.

.10 The spacing of studs shall be 12" (300 mm). .11 The spacing of the roof joists shall be 24" (600 mm) and align with wall stud spacing. .12 Connections between light steel framing members shall be by bolts, welding or sheet metal

screws.

University of Manitoba LIGHTWEIGHT STEEL FRAMING Section 05410 Animal Science – Room 004 Alterations LOAD-BEARING METAL STUDS Req. # 015C131205-03 Page 2 .13 Conform to the requirements of specified fire rated assemblies. .14 Stud, track, joist and joist closure channel depths are shown on the drawings. Adjust

material thickness, spacing or both as required by the design criteria. Use greater or lessor depths only if approved by the Consultant.

PART 2 - PRODUCTS 2.1 MATERIALS .1 Unless noted otherwise herein, axial load-bearing lightweight steel framing system

components shall conform to the requirements of CAN/CGSB-7.1. .2 Steel wall studs to be Mantane type L.S.F. with 1.62" (41 mm) flanges. .3 For stud depths see drawings. .4 Track to have 1.18" (30 mm) flanges, with same depth as studs. .5 Steel joists to be Mantane type L.S.F. For joist depths see drawings. .6 The minimum design thickness of steel framing, exclusive of coating, shall be 20ga. for

load-bearing studs, 15ga. load-bearing for joists. Use thicker material where required structurally. Material used to fabricate steel framing shall comply with the thickness tolerance requirements of CSA S136.

.7 Steel shall conform to the requirements of CSA-S136 and shall be identified as to specification, type, grade and mechanical properties.

.8 Steel shall have a metallic coating that conforms to ASTM A653. .9 Lightweight steel framing members shall have a minimum galvanizing coating of Z275 (G-

90). The coating designation shall be marked on the members with indelible ink. .10 Sheet metal screws shall have a minimum coating thickness of .008 mm of zinc. Other

coatings providing equal or better corrosion protection may be used. .11 Concrete anchors to be wedge or screw type with ¼" (6 mm) minimum diameter and a

minimum coating thickness of .008 mm zinc. Use larger diameters where required structurally.

PART 3 - EXECUTION 3.1 GENERAL .1 Fabrication and erection shall conform to the approved shop drawings. Modifications

required to accommodate as-built conditions shall be submitted for approval. 3.2 EXAMINATION .1 Inspect site and verify that there are no conditions that will adversely affect installation. .2 Do not begin installation until unsatisfactory conditions have been corrected. .3 Starting installation confirms acceptance of conditions. .4 Installer to confirm site dimensions prior to installation. 3.3 SCREWS .1 Steel screws shall be of the minimum diameter indicated on the shop drawings. .2 Penetration beyond joined materials shall be not less than 3 exposed threads. .3 Installation, thread types and drilling capability shall conform to the manufacturer's

recommendations. .4 Screws covered by sheathing materials shall have low profile heads. 3.4 CONCRETE ANCHORS .1 Installation to conform to manufacturer's recommendations. 3.5 FABRICATION .1 Where specified, provide cut-outs centered in the webs of members to accommodate

services. Maximum cut out sizes are 1 ½" (40 mm) across web and 4" (105 mm) following the length of the member. The effect of cut-outs on the strength and stiffness of the member shall be considered.

.2 The steel thickness exclusive of coating shall be marked on each member by colour coading.

University of Manitoba LIGHTWEIGHT STEEL FRAMING Section 05410 Animal Science – Room 004 Alterations LOAD-BEARING METAL STUDS Req. # 015C131205-03 Page 3 3.6 INSTALLATION .1 Methods of construction may be either piece by piece (stick-built) or by fabrication into

panels (panelized) either on or off-site. .2 Lightweight steel framing shall be erected true and plum within the specified tolerances.

Temporary bracing shall be employed wherever necessary to withstand all loads to which the structure may be subject during erection and subsequent construction. Temporary bracing shall be left in place as long as required for the safety and integrity of the structure. The Erector shall ensure that during erection a margin of safety consistent with the requirements of the National Building Code and CSA-S136 exists in the uncompleted structure.

.3 Studs shall seat into top and bottom tracks. The gap between the end of the stud and the web of the track shall not exceed 1.5 mm for axial load-bearing studs and 4 mm for lateral (wind) load-bearing studs.

.4 Align adjacent prefabricated panels to provide surface continuity at the interface. .5 Spacing of joists and studs shall not be more than +/- 3 mm from the design spacing. The

cumulative error in spacing shall not exceed the requirements of the finish materials. .6 Make all field measurements necessary to insure the proper fit of all members. .7 Cutting of members may be by saw or shear. Torch cutting is not permitted. .8 Align cut-outs in studs and joists. .9 All axial loaded members shall be aligned vertically to allow for full transfer of the loads

down to the foundation. Vertical alignment shall be maintained at floor/wall intersections. .10 Joists or their end stiffeners shall be located directly over axial load bearing studs below

and axial load bearing studs above shall be located directly over joists or their end stiffeners.

.11 Complete bearing shall be maintained under tracks to provide for load transfer in axial loaded assemblies.

.12 Splicing of axially loaded members is not permitted. .13 Reinforce cut-outs which occur within 12" (300 mm) of the end of a stud. .14 Anchor top and bottom tracks securely to structure at 30" (800 mm) o.c. maximum. Place

one additional anchor within 4" (100 mm) of each end of each piece of track and additionally as required by structural design.

.15 Install additional studs at abutting walls, openings, terminations against other materials and on each side at corners unless explicity detailed otherwise on the approved shop drawings.

.16 Frame all openings in stud walls except openings less than 4" (100 mm) and provide framing at points of attachment of wall mounted fixtures to adequately carry loads by using additional framing members and bracing as required structurally.

University of Manitoba LIGHTWEIGHT STEEL FRAMING - Section 05420 Animal Science – Room 004 Alterations COLD FORMED METAL JOISTS Req. # 015C131205-03 Page 1 PART 1 - GENERAL 1.1 SYSTEM DESCRIPTION .1 Steel roof joist system 1.2 WORK INCLUDED .1 Provide labour, materials, services and equipment necessary to complete installation of the

steel joist system including roof joists, headers and trimmers for openings, bridging, end closure channels and connections.

1.3 RELATED WORK .1 Section 05410 Lightweight steel framing for load-bearing walls. .2 Section 09250 Gypsum Board. 1.4 REFERENCES .1 National Building Code of Canada. .2 Manitoba Building Code. .3 CSA-S136 Cold Formed Steel Structural Members. .4 ASTM-A653/A653M Standard Specification for Steel Sheet Zinc-Coated (Galvanized) or

Zinc-Iron Alloy Coated. .5 (Galvannealed) by the Hot-dip Process. .6 ASTM-C954 Standard Specification for Steel Drill Screws for the Application of Gypsum

Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 inc. (2.84) mm in Thickness.

.8 CAN/ULC-S101 Standard Methods of Fire Endurance Tests of Building Construction and Materials.

1.5 QUALITY ASSURANCE .1 Firm performing installation to have minimum three years experience in installation of

Lightweight Steel Framing systems. 1.6 COORDINATION WITH OTHER TRADES .1 Coordinate with other work including air and vapour barriers, exterior insulation, masonry,

drywall, floor sheathing, concrete and concrete formwork, stairs, mechanical, electrical and plumbing.

1.7 DESIGN CRITERIA .1 Design shall be based on Limit States Design principles using factored loads and

resistance. .2 Determine factored loads and resistances in accordance with CSA-S136 and the National

Building Code of Canada, 1995. .3 Select roof joists with maximum deflection under specified live loads of L/240 for joists

supporting materials not susceptible to cracking. .4 Design components or assemblies to accommodate specified erection tolerances of the

structure. .5 Design headers and trimmers and connections to frame openings. .6 Design bridging and sheathings to prevent member rotation and member translation

perpendicular to the minor axis. .7 Provide for secondary stress effects due to torsion between lines of bridging. .8 Provide bridging at 2100 mm o.c. maximum. Closer spacing shall be used where required

to meet structural requirements. .9 The spacing of the floor joists shall be 24" (600 mm) max. and match wall stud spacing. .10 Conform to the requirements of specified fire rated assemblies. .11 Joist depths are shown on the drawings. Adjust joist material thickness, spacing or both as

required by the design criteria. Use greater or lesser joist depths only if approved by the Consultant.

University of Manitoba LIGHTWEIGHT STEEL FRAMING - Section 05420 Animal Science – Room 004 Alterations COLD FORMED METAL JOISTS Req. # 015C131205-03 Page 2 PART 2 - PRODUCTS 2.1 SYSTEM DESCRIPTION .1 Steel joist system as manufactured by Bailey Metal Products Limited, One Caldari Road,

Concord Ontario L4K 3Z9 1-800-668-2154 or Mantane Construction Products Limited 1-800-665-2013 shall be the base bid. Alternative manufacturers may bid providing that the specifications and details are met and approval to bid given by the Consultant. Applications for approval must be submitted 7 days prior to bid closing.

2.2 MATERIALS .1 Steel joists to be type L.S.F. with 1.62" flange. For joist depths, see drawings. .2 Steel shall conform to the requirements of CSA-S136 and shall be identified as to

specification, type, grade and mechanical properties. .3 Steel shall have a metallic coating that conforms to ASTM A653.5 .4 Lightweight steel framing members shall have a minimum coating of Z275 (G90)

galvanizing. The coating designation shall be marked on the members with indelible ink. .5 Sheet metal screws shall have a minimum coating thickness o .008 mm of zinc. Other

coatings providing equal or better corrosion protection may be used. .6 Zinc rich paint for touching up welds and damaged metallic coatings shall conform to

CAN/CGSB 1.181. .7 Bolts and nuts to ASTM A307 with washers (hot dipped galvanized) .8 Concrete anchors to be wedge or screw type with 6 mm minimum diameter and a minimum

coating thickness of .008 mm zinc. Use larger diameters where required structurally. .9 The minimum design thickness, exclusive of coating, shall be 1.22 mm. Use thicker

material where required structurally. Material used to fabricate steel framing shall comply with the thickness tolerance requirements of CSAS136.

PART 3 - EXECUTION 3.1 GENERAL .1 Fabrication and erection shall conform to the approved shop drawings. Modifications

required to accommodate as-built conditions shall be submitted for approval. 3.2 EXAMINATION .1 Inspect site and verify that there are no conditions that will adversely affect installation. .2 Do not begin installation until unsatisfactory conditions have been corrected. .3 Starting installation confirms acceptance of conditions. .4 Installer to confirm site dimensions prior to installation. 3.3 SCREWS .1 Steel screws shall be of the minimum diameter indicated on the shop drawings. .2 Penetration beyond joined materials shall be not less than 3 exposed threads. .3 Installation, thread types and drilling capability shall conform to the manufacturer's

recommendations. .4 Screws covered by sheathing materials shall have low profile heads. 3.4 CONCRETE ANCHORS .1 Installation to conform to manufacturer's recommendations. 3.5 FABRICATION .1 Where specified, provide cut-outs centered in the webs of members to accommodate

services. Unreinforced cut-outs shall be limited to 40 mm across the web and 105 mm down the length, maximum. The effect of cut-outs on the strength and stiffness of the member shall be considered.

3.6 STORAGE OF MATERIALS .1 Products shall be protected from conditions that may cause physical damage or corrosion.

University of Manitoba LIGHTWEIGHT STEEL FRAMING - Section 05420 Animal Science – Room 004 Alterations COLD FORMED METAL JOISTS Req. # 015C131205-03 Page 3 3.7 INSTALLATION .1 Methods of construction by piece (stick-built), on site. .2 Lightweight steel framing shall be erected true and plum within the specified tolerances.

Temporary bracing shall be employed wherever necessary to withstand all loads to which the structure may be subject during erection and subsequent construction. Temporary bracing shall be left in place as long as required for the safety and integrity of the structure. The Erector shall ensure that during erection a margin of safety consistent with the requirements of the National Building Code and CSA-S136 exists in the uncompleted structure.

.3 Erection tolerances: .1 For the purposes of this section, camber is defined as the deviation from

straightness of a member or any portion of a member with respect to its minor axis. .2 Out of straightness (camber and sweep) shall not exceed 1/1000th of the member

length. .3 Spacing of joists shall not be more than +/- 3 mm from the design spacing. The

cumulative error in spacing shall not exceed the requirements of the finish materials.

.4 Align adjacent prefabricated panels to provide surface continuity at the interface. .4 Make all field measurements necessary to insure the proper fit of all members. .5 Cutting of members may be by saw or shear. Torch cutting is not permitted. .6 Align joist cut-outs. .7 Joists or their end stiffeners shall be located directly over axial load bearing studs below

and axial load bearing studs above shall be located directly over joists or their end stiffeners. Alternatively, provide load distribution members at floor levels to transfer loads. The use of track as a load distribution member is not permitted.

.8 Holes that are field cut into lightweight steel framing members shall conform to the requirements of Section 3.05 except as approved by the Engineer responsible for the production of the shop drawings.

.9 Handling and lifting of prefabricated panels shall not cause permanent distortion to any member or collateral material.

.10 Insure that connected parts are in contact. Provide clamping before welding or installing screws, as required.

.11 Follow good safety practices during handling and installation. 3.9 INSPECTION .1 The lightweight steel framing Design Engineer, responsible for the production of the shop

drawings, shall provide periodic field review during construction and shall submit reports in accordance with Section 1.08.

.2 Additional inspection and testing of materials and workmanship shall be carried out by a qualified Independent by the Consultant.

.3 The Contractor shall provide the necessary co-operation to insure that the inspection can proceed.

.4 The inspection provided in this section does not relieve the Contractor of his responsibility for the performance of the contract. The Contractor is solely responsible for quality control and he shall implement his own supervisory and quality control procedures.

.5 Materials or workmanship not conforming to the requirements of the contract documents may be rejected at any time during the progress of work.

.6 The cost of field reviews is included in the contract price.

University of Manitoba SHEET VAPOUR BARRIERS Section 07190 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS .2 Building Insulation Section 07210 .4 Sealants Section 07900

.5 Lightweight Load Bearing Steel Framing Sections 05410 / 05420 2.1 SHEET VAPOUR BARRIER .1 Polyethylene film: to CGSB-51-34, Type 1, 0.15 mm thick. Tape for sealing as

recommended by manufacturer. 2.2 ACCESSORIES .1 Joint sealing tape: air resistant pressure sensitive adhesive tape, type recommended by

vapour barrier manufacturer, 50 mm wide for lap joints and perimeter seals, 25 mm wide elsewhere.

.2 Acoustical Sealant: to CGSB 19-GP-21M .3 Adhesive: compatible with wood studs and vapour barrier 3.1 INSTALLATION .1 Install sheet and vapour barrier on warm side of exterior wall assemblies prior to installation

of interior plywood to form continuous barrier. .2 Use sheets of largest practical size to minimize joints. .3 Inspect sheets for continuity. Repair punctures and tears with sealing tape before work is

concealed. 3.2 EXTERIOR SURFACE OPENINGS .1 Cut sheet vapour barrier to form openings and ensure material is lapped and sealed to

frame. 3.3 PERIMETER SEALS .1 Seal perimeter of sheet vapour barrier as follows: .1 Apply continuous bead of sealant to substrate at perimeter of sheets. .2 Lap sheet over sealant and press into sealant bead. .3 Install staples through lapped sheets at sealant bead into wood substrate. .4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring

in sheet over sealant. 3.4 LAP JOINT SEALS .1 Seal lap joints of sheet vapour barrier as follows: .1 Attach first sheet to substrate. .2 Apply continuous bead of sealant over solid backing at joint. .3 Lap adjoining sheet minimum 150 mm and press into sealant bead. .4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring

in sheet over sealant.

University of Manitoba BUILDING INSULATION Section 07210 Animal Science – Room 004 Alteration Req. # 015C131205-03 Page 1

1.1 RELATED WORK .1 Vapour Barrier Membrane Section 07190 .2 Lightweight Load-Bearing Steel Framing Sections 05410 / 05420 .3 Gypsum Board Section 09250 1.2 REFERENCES .1 American Society for Testing and Materials (ASTM) .1 ASTM E 84-01 Standard Test Method for Surface Burning Characteristics of

Building Materials. .2 ASTM C 665-01e1 Standard Specification for Mineral-Fiber Blanket Thermal

Insulation for Light Frame Construction and Manufactured Housing. .3 ASTM C 1289-98, Standard Specification for Faced Rigid Cellular

Polyisocyanurate Thermal Insulation Board. .2 Underwriters Laboratories of Canada (ULC). .1 CAN/ULC-S701-97, Thermal Insulation, Polystyrene Boards and Pipe Covering. .2 CAN/ULC-S704-01, Standard for Thermal Insulation, Polyurethane and

Polyisocyanurate Boards, Faced. .3 CAN/ULC-S770-00, Standard Test Method For Determination of Long-term

Thermal Resistance of Closed-cell Thermal Insulating Foams. .4 CAN 2-51.33, Polyethylene Vapour Barrier Film. 1.3 MATERIAL DELIVERY, STORAGE, AND HANDLING .1 Deliver materials to site in their original wrappings with labels intact. .2 Provide and maintain dry, off-ground weatherproof storage. Prevent exposure of

insulation to sun. .3 Store materials on supports to prevent deformation. .4 Remove only in quantities required for same day use. .5 Store materials in accordance with manufacturer’s written instructions. Part 2 Products 2.1 MANUFACTURERS .1 Manufacturers of the following products are acceptable for use: .1 Thermal and Acoustic Batt Insulation: .1 Roxul Plus Steel Stud 2.2 MATERIALS .1 Thermal and Acoustic Batt Insulation: flexible mineral wool insulation. .2 Acoustic sealant: Tremco, PRC or Mamco. Part 3 Execution 3.1 EXAMINATION .1 Examine substrates and immediately inform Consultant in writing of defects. .2 Prior to commencement of work ensure substrates to receive insulation are firm, straight,

smooth, dry, free of snow, ice or frost, and clean of dust and debris or other material detrimental to uniform bedding of the insulation.

3.2 INSTALLATION .1 Batts Insulation: .1 Install batt insulation in cavity of interior partitions to maintain thermal and

acoustic properties and continuity of fire protection to building elements and spaces.

University of Manitoba BUILDING INSULATION Section 07210 Animal Science – Room 004 Alteration Req. # 015C131205-03 Page 2

.2 Fit insulation tight around electrical boxes, plumbing and heating pipes, ducts, doors and window frames and other protrusions in or passing through insulation.

.3 Run continuously from floor to underside of structure. Do not compress batt insulation to fit into spaces.

.4 Co-ordinate installation of insulation with work of other trades. .5 Do not cover insulation until it has been reviewed by Consultant and the

University. .2 Vapour Barrier Installation .1 Place polyethylene on warm side of insulation and tight to insulation. .2 Staple or adhere vapour barrier to framing members. Lap joints 50 mm minimum

and seal joints. Ensure joints occur over framing members and are firmly and continuously clamped with mechanical fasteners.

.3 Seal areas where nails or staples penetrate vapour barrier with clamped membrane to ensure that seals will not expand by air pressure.

.4 Extend vapour barrier tight to perimeter of windows, door frames and other items interrupting continuity of membrane. Seal with an acoustic sealant joint that is firmly and continuously clamped.

.5 Seal vapour barrier at points of penetration. Take special care to seal plastic electrical back boxes to poly vapour barrier and at points of penetration through the back-boxes.

.6 Seal at all wall perimeters and adjacent construction to ensure continuity of air/vapour barrier seal.

.7 Do not cover batt insulation and/or vapour barrier applications until Consultant has inspected work and submitted a written report to the Owner and Contractor.

***

University of Manitoba JOINT SEALANTS AND CAULKING Section 07900 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1

1.1 RELATED SECTIONS

.1 Acoustical Caulking in Connection with Wood and Existing Concrete or Block Section 06100 .2 Caulking Millwork to Walls Section 06400 .3 Acoustical Caulking in Connection with Gypsum Board Partitions Section 09250

1.2 INSTALLER QUALIFICATIONS .1 Sealant installer shall be a specialized applicator, having skilled mechanics, trained and

competent in all phases of caulking work, with a minimum of five years experience. 1.3 ENVIRONMENTAL CONDITIONS .1 Sealant and substrata materials to be minimum 5°C. .2 Should it become necessary to apply sealants below 5°C, consult sealant manufacturer and

follow their recommendations. 1.4 EXTENDED WARRANTY .1 Contractor hereby warrants that caulking work will not leak, in accordance with GC 12.3, but

for five years. .2 Manufacturer hereby warrants that caulking will not crack, crumble, melt, shrink, run, lose

adhesion or stain adjacent surface in accordance with GC 12.3, but for twenty years. 2.1 MATERIALS .1 Primers: type recommended by sealant manufacturer. .2 Joint fillers: .1 General: compatible with primers and sealants, outsized 30 to 50%. .2 Polyethylene, urethane, neoprene or vinyl: extruded closed cell foam, Shore A

hardness 20, tensile strength 140 to 200 kPa. .3 Bond breaker: pressure sensitive plastic tape, which will not bond to sealants. .4 Material Designations: .1 Polysulfide Two part .1 Non-Sag to CAN/CGSB-19-24, Type 2, Class B, colour white .2 Silicones One Part .1 To CAN/CGSB-19.13 .2 To CAN/CGSB-19.22 (Mildew resistant). .3 Acrylics One Part .1 To CGSB 19-GP-5M .4 Acrylic Latex One part .1 To CAN/CGSB-19.17. .5 Acoustical Sealant .1 To CAN/CGSB-19.21 .5 Acceptable Distributors: .1 PRC as distributed by: .1 Brock White Canada Inc. 1325 Ellice Avenue, Winnipeg, Manitoba R3G 0G1 Phone: (204) 786-6426 .2 Mameco, Vulkem as distributed by: .1 G.D. Johnson Ltd. 542 Plinquet Street, Winnipeg, Manitoba R2J 2W6 Phone: (204) 233-4107 .3 Sonnoborne as distributed by: .1 G.D. Johnson Ltd. 542 Plinquet Street, Winnipeg, Manitoba R2J 2W6 Phone: (204) 233-4107 .4 Dow Corning as distributed by:

University of Manitoba JOINT SEALANTS AND CAULKING Section 07900 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

.1 G.D. Johnson Ltd. 542 Plinquet Street, Winnipeg, Manitoba R2J 2W6 Phone: (204) 233-4107 .5 Sikaflex, GE as distributed by: .1 Brock White Canada Inc. 1325 Ellice Avenue, Winnipeg, Manitoba R3G 0G1 Phone: (204) 786-6426 .6 Tremco as distributed by: .1 Wearing Williams Ltd. 1140 St. James Street, Winnipeg, Manitoba R3G 0G1 Phone: (204) 786-8881

.7 Morton Thiokol and

.8 Bostik as distributed by: .1 Specialty Construction Products Ltd.

77 Paquin Road, Winnipeg, Manitoba R3V 3V9 Phone: (204) 661-6732

.5 Colour of sealants: selected by Consultant based on a cus|om colour range. .6 Joint cleaner: xylol, methylethylketone or non-corrosive type recommended by sealant

manufacturer and compatible with joint forming materials. 3.1 PREPARATION .1 Remove dust, paint, loose mortar and other foreign matter. Dry joint surfaces. .2 Remove rust, mill scale and coatings from ferrous metals by wire brush, grinding or

sandblasting. .3 Remove oil, grease and other coatings from non-ferrous metals with joint cleaner. .4 Prepare concrete, masonry, glazed and vitreous surfaces to sealant manufacturer's

instructions. .5 Examine joint sizes and correct to achieve depth ratio 1/2 of joint width with minimum width

and depth of 6mm, maximum width 25mm. .6 Install joint filler to achieve correct joint depth. .7 Where necessary to prevent staining, mask adjacent surfaces prior to priming and caulking. .8 Apply bond breaker tape where required to manufacturer's instructions. .9 Prime sides of joints to sealant manufacturer's instructions immediately prior to caulking. 3.2 APPLICATION .1 Apply sealants, primers, joint fillers, bond breakers to manufacturer's instructions. Apply

sealant using gun with proper size nozzle. Use sufficient pressure to fill voids and joints solid. Superficial pointing with skin bead is not acceptable.

.2 Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air pockets, embedded impurities. Neatly tool surface to a slight concave joint.

.3 Apply sealant to joints between window or door frames to adjacent building components around perimeter of every external window or door opening, to control joints in masonry walls, concrete slabs, and where indicated.

.4 Clean adjacent surfaces immediately and leave work neat and clean. Remove excess sealant and droppings using recommended cleaners as work progresses. Remove masking after tooling of joints.

University of Manitoba STEEL HOLLOW METAL DOORS Section 08110 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS .1 Door and Hardware Schedule Section 00950 .5 Steel Hollow Metal Frames Section 08111 .6 Finish Hardware Section 08710 .8 Glass and Glazing Section 08800 .8 Steel Studs and Gypsum Board Sections 05410 & 09250 .9 Painting Section 09900 1.2 QUALITY ASSURANCE .1 Fabricate and install steel doors and frames in accordance with Canadian Steel Door and

Frame Manufacturers' Association, "Canadian Manufacturing Specifications for Steel Doors and Frames", Latest Edition.

1.3 SHOP DRAWINGS .1 Submit shop drawings in accordance with Section 01300. .2 Indicate each type of door, material, steel core thickness, mortises, reinforcements, location

of exposed fasteners, openings. 1.4 DELIVERY, STORAGE, HANDLING .1 Store doors in dry location, above ground to prevent corrosion. .2 Protect by suitable means until installation. Brace and tack to prevent wracking, bending,

twisting and other damage. .3 Do not enclose in plastic without ventilation. .4 Materials that become damaged, misaligned or defective shall be made good or replaced as

directed by Consultant. 2.1 MATERIALS .1 Doors (HM & HMI): Typically - 1.2mm base and 1.9mm base thickness for Psychiatric

Room door No’s. : D130A and D130B, commercial grade (cold rolled) roller sheet steel to ASTM A366-72, Class 1, or commercial grade to ASTM A526-71 (1975) with W26 (wiped) zinc finish.

.2 Honeycomb: structural core consisting of Kraft paper 19mm cell size to required thickness. .3 Typical Glazing stops: minimum 1mm base thickness sheet steel with W25 (wiped) zinc

finish to ASTM A525-78 screw fixed. .4 Psychiatric Glazing stops: minimum 1.5mm base thick sheet steel x 25mm minimum

height with W25 (wiped) zinc finish to ASTM A525-78 tamper proof screw fixed on outside and welded on inside of door.

.4 Glazed or louvre opening channel reinforcement: 1.0mm. .5 Core insulation: rigid polystyrene insulation R.S.I.2.1. .6 Primer: for touch up to CGSB 1-GP-181M. 2.2 FINISHES .1 Cold rolled steel: chemically treated for good paint adhesion and shop coated with

corrosion resistant steel primer. .2 Galvanized steel: factory applied touch up primer where galvanized finish removed by

fabrication, welding, grind, scratches. .3 Doors at exterior openings, shower rooms, and other wet or high humidity areas shall be

fabricated from galvanized sheet steel. Prime painted doors and frames at these locations not permitted.

2.3 FABRICATION .1 Fabricate steel doors as detailed, to Canadian Steel Door and Frame Manufacturer's

Association, "Canadian Manufacturing Specifications for Steel Doors and Frames, 1978", and Canadian Metric Guide for Steel Doors and Frames, 1979", except where specified otherwise.

University of Manitoba STEEL HOLLOW METAL DOORS Section 08110 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2 .2 Door Core: .1 Honeycomb core: structural core consisting of Kraft paper having 19 mm cell size,

thickness to fill door core, bonded under pressure to door skins. .2 Psychiatric Room No. 130, Door No’s. D130A and D130B are to be: steel

reinforced core: 1.0 mm steel "hat" section stiffeners at 150 mm o.c. depth to suit thickness of door core, welded to inside face of skins. All voids filled with fibreglass batt insulation.

.3 Insulated core: door core filled with insulating material, bonded to inside faces of door skins. Minimum thermal resistance value RSI 2.3.

.3 Assemble door components using arc welding with longitudinal edges of door skins continuously welded and ground smooth. Doors of seam construction that are not continuously welded and/or are filled are not acceptable.

.4 Bevel vertical leading edge (latch side) of doors 3mm in 50mm. Radiused edges not permitted, except on double acting doors. Hinge side of doors shall not be bevelled.

.5 Make provision for glazing or louvers where indicated. Reinforce around entire perimeter of openings with steel channel reinforcing and provide glazing stops for glazed openings.

.6 Provide astragals for pairs of doors in accordance with ULC requirements only as specified in Door Schedule and Section 08710.

.7 Where pairs of doors are fitted with concealed top and bottom rod exit devices, doors are to be ULC approved without the use of an astragal and with only 6mm clearance from finished floor to bottom of door.

.8 Apply waterproof filler to top channel of exterior doors. .9 For electric door hardware and controls supply and install hinge junction box and outlet

junction box at hardware mounting location c/w minimum 13mm conduit within door as required as well as necessary cut-outs for hardware items.

.10 Touch up doors with primer where galvanized finish damaged during fabrication. 2.4 REINFORCEMENT .1 Mortise, reinforce, drill and tap doors and reinforcements to receive hardware using

templates provided by finish hardware supplier. Refer to Section 08710 for mounting heights.

.2 Hinge reinforcement: provide minimum 5mm thickness steel angle reinforcement within doors and frames. Continuously weld around entire perimeter.

.3 Reinforcement for continuous hinges shall be full height of both door and frame. .4 Reinforce for surface applied and concealed hardware as required. .5 Make provision for louvres and glazing as indicated. Reinforce perimeter of louvre or

glazing openings exceeding 800mm united with channels spot welded to door face skins, four sides. Provide necessary glazing stops as detailed.

.6 Construct matching panels in same manner as doors. .7 Touch up doors with primer where galvanized finish is damaged during fabrication. 2.5 CLEARANCES .1 Maximum allowable clearance between bottom of door and finished floor shall be 6mm

without door sweep. .2 Maximum allowable clearance between doors and frame at head and jamb shall be 3mm. .3 Maximum allowance clearance between meeting edges of pairs of doors shall be 3mm. .4 Installations exceeding these requirements will be rejected. 3.1 INSTALLATION .1 Install doors, frames and finish hardware in accordance with Canadian Steel Door and

Frame Manufacturer's Association standards, hardware templates and manufacturer's instructions.

.2 Adjust operable parts for correct function. .3 Touch up all scratched or damaged surfaces.

University of Manitoba STEEL HOLLOW METAL FRAMES Section 08111 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS

.1 Steel Hollow Metal Doors Section 08110

.2 Door Hardware Section 08710 .3 Gypsum Board Section 09250

.4 Painting Section 09900 1.2 SHOP DRAWINGS .1 Submit shop drawings in accordance with Section 01330. .2 Indicate each type frame material, core thickness, reinforcements, glazing stops, location of

anchors and exposed fastenings and finishes. 1.3 QUALITY ASSURANCE .1 Fabricate and install steel doors and frames in accordance with Canadian Steel Door and

Frame Manufacturer's Association, "Canadian Manufacturing Specifications for Steel Doors and Frames".

1.4 DELIVERY, STORAGE, HANDLING .1 Store doors and frames in dry location, above ground to prevent corrosion. .2 Protect by suitable means until installation. Brace and stack to prevent wracking, ending,

twisting and other damage. .3 Do not enclose in plastic without ventilation. .4 Materials that become damaged, misaligned or defective shall be made good or replaced as

directed by Consultant. 2.1 MATERIALS .1 Sheet Steel: commercial grade (hot rolled) to ASTM A569-72, or commercial grade to

ASTM A526-71 (1975) with W25 (wiped) zinc finish. .1 Frames (HM): 1.6mm base thickness steel .2 Floor anchors, channel spreaders and wall anchors: minimum 1.2mm core

thickness steel. .3 Guard boxes, minimum 0.8mm base thickness steel .4 Glazing stops: minimum 1mm base thickness steel, screw fixed .5 Glazed or louvre opening channel reinforcement: 1.0. .2 Jamb anchors: .1 "T" strap type: 1.6mm .2 "L" type: 1.2mm .3 Stirrup-strap type: 16 x 260 x 1.6mm .4 Stud type: 1.2mm .5 Wire type: 3.3mm diameter .3 Reinforcing steel: .1 Locks, strikes: 1.6mm .2 Butts, hinges: 5mm .3 Continuous hinges: 5mm steel plate, full height .4 Surface mounted hardware: 2.5mm .5 Flush bolts: 5mm

University of Manitoba STEEL HOLLOW METAL FRAMES Section 08111 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2 .4 Door bumpers: three neoprene rubber bumpers on jamb on single frames and two

bumpers on head for double frames. .5 Primer: to CGSB 1-GP-181M. .6 Frame floor anchors and channel spreaders: 1.2mm thick base steel. 2.2 FINISHES .1 Cold rolled steel: chemically treated for good paint adhesion and shop coated with corrosion

resistant steel primer. .2 Galvanized steel: factory applied touch up primer where galvanized finish removed by

fabrication, welding, grinding and scratches. .3 Frames at exterior openings, shower rooms, and other wet or high humidity areas shall be

fabricated from galvanized sheet steel. Prime painted doors and frames at these locations not permitted.

2.3 FABRICATION .1 All frames to be c/w gypsum board return (continuous double frame return at throat

openings). .2 Cut mitres and joints accurately and weld continuously on inside of frame profile. .3 Grind welded corners and joints to flat plane, fill with metallic paste filler and sand to uniform

smooth finish. .4 Protect strike and hinge reinforcements using guard boxes. .5 Weld in two channel spreaders per frame, to ensure proper frame alignment. .6 Provide adjustable floor for fixing frame to floor slab. .7 Reinforce head of frames wider than 1200mm. .8 "Knock-down" or interlocking frames spot welded are not permitted. .9 Large frames (screens) requiring fabrication in multiple sections for assembly on site shall

have field joints sleeved and welded on site. Mechanical fasteners not permitted. .10 Butt joints and accurately cop, joints of mullions and transom, securely weld and grind

smooth. .11 Prepare each frame for door bumpers. Provide three bumpers for single doors. .12 Glazed openings: glazing stop, formed channel, minimum 20mm high, accurately fit at

corners and fastened to frame sections with removable screw fasteners to 100mm o.c. and maximum 50mm from each end. Glazing stops for fire rated screens to meet ULC standards.

.13 Touch up frames with primer where galvanized finish damaged during fabrication. 2.4 REINFORCEMENT .1 Mortise, reinforce, drill and tap doors, frames and reinforcements to receive hardware using

templates provided by finish hardware supplier. Refer to Section 08710 - Finish Hardware. .2 Hinge reinforcement: provide minimum 5mm thickness steel angle reinforcement within

doors and frames. Continuously weld around entire perimeter. .3 Reinforcement for continuous hinges shall be full height of both door and frame. .4 Reinforce for surface applied and concealed hardware as required. 2.5 CLEARANCES .1 Maximum allowable clearance between bottom of door and finished floor shall be 6mm

without door sweep. .2 Maximum allowable clearance between doors and frame at head and jamb shall be 3mm. .3 Installations exceeding these requirements will be rejected.

University of Manitoba STEEL HOLLOW METAL FRAMES Section 08111 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 3 2.6 FRAME ANCHORS .1 Frames for installation in masonry walls shall be provided with adjustable jamb anchors of

the "T" Strap" "L" Strap, "L" Strap, "Stirrup and Strap" or "Wire Types". Where frames are installed in prepared openings, countersink frame at screw anchor location. Provide frame anchors on each jamb as follows:

.1 Frames up to 2250mm height: three (3) anchors (6 for "L" Strap). .2 Frames 2250 to 2400mm in height: four (4) anchors (8 for "L" Strap). .3 Frames over 2400mm in height: one (1) anchor (2 for "L" Strap) for each 600mm or

fraction therefore in height. .2 Frames for installation in stud partitions shall be provided with steel anchors of suitable

design. Provide frame anchors on each jamb as follows: .1 Frames up to 2250mm in height three (3) anchors. .2 Frames 2250 to 2400mm in height: four (4) anchors. .3 Frames over 2400mm in height: five (5) anchors, plus one (1) additional for each

five (5) or fraction thereof over 2400mm. 3.1 INSTALLATION .1 Co-ordinate with other trades for anchor placement. Co-ordinate for installation of glass and

louvres. .2 For large frames (screens) assembled on site, provide steel sleeves at joints, accurately

align and continuously weld entire joint. Grind welds to flat plane, fill with metallic paste filler and sand to uniform smooth finish. Field joints to be inconspicuous after assembly. Mechanical fasteners not permitted.

.3 Set frames plumb, square, level and at correct elevation with maximum diagonal distortion of 1.6mm. Ensure frames are securely anchored to adjacent construction.

.4 Brace frames rigidly in position while building-in. Install temporary horizontal wood spreader at third points of door opening to maintain frame width. Provide vertical support at centre of head for openings over 1200mm wide. Remove temporary spreaders after frames are built-in.

.5 Make allowances for deflection of structure to ensure structural loads are not transmitted to frames.

.6 Fill all exterior frames solid with glass fibre batt insulation. Closed sections shall be insulation installed during fabrication. Open sections shall have insulation installed on site by frame installer.

.7 Adjust finish hardware for correct function. .8 Touch up all scratched or damaged surfaces.

University of Manitoba DOOR HARDWARE Section 08710 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1

1.1 RELATED WORK .1 Steel Doors and Frames Sections 08110 / 08111

1.2 SCOPE OF WORK .1 Door Schedule on Drawing A1 to be read in conjunction with this section and forms part

of the scope of work for the supply of hardware listed. .2 Supply locksets from factory, less cylinders, and itemized appropriately, unless

approved otherwise by the Consultant.

1.3 REQUIREMENTS OF REGULATORY AGENCIES .1 Use ULC listed and labelled hardware for doors in fire separations and exit doors.

1.4 SAMPLES

.1 Submit samples of each type hardware specified, when requested by Consultant.

.2 Identify each sample by label indicating applicable specification paragraph number, finish, and hardware package number.

1.5 SHOP DRAWINGS

.1 Submit Hardware Schedule in accordance with General Requirements.

.2 Clearly indicate hardware proposed, including make, model, material, function, finish, and all other pertinent information for each door or pair of doors.

.3 Use standard typed hardware list. "Horizontal" list not permitted.

1.6 MAINTENANCE DATA .1 Provide maintenance data, parts list, and manufacturer's instructions for each type door closers,

locksets, door holders, and panic hardware for incorporation into maintenance manual. .2 Brief maintenance staff regarding proper care of hardware such as lubrication of locksets,

adjustments of door closers, cleaning, and general maintenance. .3 Provide two sets of wrenches and slot key for door closures, exit devices, and privacy locksets.

1.7 DELIVERY AND STORAGE

.1 Store finishing hardware in locked, clean, and dry area.

.2 Package each item of hardware separately or in like groups of hardware, label each package as to item definition and location.

2.1 PRODUCT DESIGNATION .1 Manufacturer's products acceptable for this project are as follows:

Panic Hardware: Von Duprin series 99 or 33 Door Closers: LCN Locksets: Schlage series D levers, Rhodes, or Sparta With 2 ¾” backset Touch Sense Bars: Securitron series TSB (for use on electrically secured

doors) Hinges: Stanley CB, NRP on lockable doors.

Specific model numbers / details as listed in the hardware groups. .2 Substitutions are not permitted. .3 Fire labeled hardware must be supplied for fire labeled openings.

2.2 HARDWARE

.1 Refer to the Door Schedule on Drawing A1 for the specified hardware groups. Supply

the hardware as listed for the scheduled doors.

2.3 HARDWARE GROUPS .1 Refer to the Door Schedule on Drawing A1 for the specified hardware groups. Supply

the hardware as listed for the scheduled doors.

University of Manitoba DOOR HARDWARE Section 08710 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

2.4 FASTENINGS .1 Supply screws, bolts, expansion shields, and other fastening devices required for

satisfactory installation. .2 Exposed fastening devices to match finish of hardware. .3 Where pull is scheduled on one side of door and push plate on other side, supply fastening

devices, and install so pull can be secured through door from reverse side. .4 Install push plate to cover fasteners.

2.5 KEYING

.1 Supply, preparation (master keying), and installation of cylinders to be by University of Manitoba locksmith. Abloy cylinders to be used in all new buildings and major renovations; Abloy, Schlage restricted keyway, or Sargent Keso to be used in minor renovations in existing buildings as determined by University of Manitoba locksmith.

.2 Supply, identification, and distribution of keys to be by owner. A maximum of four keys per cylinder to be provided.

2.6 DOOR AND FRAME PROTECTION

.1 Patch, fill, sand and prep existing doors and frames to provide a clean, smooth substrate to suit new paint and door/frame protection.

3.1 INSTALLATION INSTRUCTIONS .1 Installation of door hardware is the responsibility of the door hardware supplier. .2 The use of “Lock-tite” or other sealants during hardware installation will not be accepted. .3 Furnish wood and metal door and frame manufacturers with complete instructions and

templates for preparation of their work to receive hardware and for hardware installation. .4 Furnish manufacturer's instructions for proper installation of each hardware component. .5 Install 1 1/2 pair of butts for doors up to 914mm (3'-9/16") wide x 2200mm (7'-2") high

and 2 pair butts for doors over 914mm (3'-9/16") wide or 2200mm (7'-2") high. .6 Install hardware at following heights from finished floor to centre line of item:

Door Pull - 1067mm (42") to top of pull Push Plate - 1067mm (42") to top of plate Push Bar - 1067mm (42") Door Knob - 1024mm (40 5/16") Dead Lock - 890mm (35") Panic Bar - 1012mm (39 13/16") to cross bar Peephole - 1450mm (57")

.7 Where door stop contacts door pulls, mount stop to strike bottom of pull. Wall stops to mounted to solid blocking within wall, provide blocking and wall repairs where required.

.8 Install kickplate on push side of door unless specified otherwise. Install with countersunk oval head stainless steel screws. Kickplate to be full width of door less 50mm (2").

.9 Upon completion of hardware installation and adjustment, hardware supplier shall provide written certification to Consultant that all hardware has been installed as specified.

3.2 QUALITY CONTROL

.1 Review by the Consultant for compliance to specification may be undertaken. Non-compliant products to be removed and replaced with specified product at no cost to owner. Costs associated with use of non-compliant hardware are the responsibility of the Contractor.

.2 If “Lock-tite” or other sealants are found to be used during hardware installation, the Contractor may be requested to replace hardware at no cost to the Owner.

Furnish wood and metal door and frame manufacturers with complete instructions and 3.3 ADJUSTMENT

.1 Adjust door hardware, operators, closures and controls for optimum, smooth operating condition, safety and weather tight closure.

End of Section

University of Manitoba GLAZING Section 08800 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1


.1 Hollow Metal Doors Section 08110 1.2 EXTENDED WARRANTY .1 Contractor hereby warrants insulating glass units against failure of seal of enclosed air

space and deposits of inner faces of glass detrimental to vision in accordance with Standard General Conditions (GC12.3), but for ten years.

2.1 GLASS MATERIALS

.1 Wired Glass: to CAN2-12.11-M76, Type 1, wired mesh style 3, 6mm thick. 2.2 GLAZING AND SEALING COMPOUND MATERIALS .1 Sealant compound: one component acrylic, to CGSB 19-GP-5M gun grade, colour to be

selected by the Consultant./bronze colour. .2 Compression glazing: tremco poly-shim tape. .3 Primer-sealers and cleaners: to glass manufacturer's standard. .4 Setting Blocks: Ethylene Propylene Diene Monomer (EPDM), Shore “A” durometer

hardness 80, 100 long x 10 thick x 6mm high width to suit glazing. .5 Glazing splines: super/silicone spacer to manufacturer’s standard. Dry glazing slines to

suit (existing)(wood windows, metal clad, fibreglass windows and aluminum windows) aluminum frames/hollow metal frames.

3.1 WORKMANSHIP .1 Remove protective coatings and clean contact surfaces with solvent and wipe dry. .2 Apply primer-sealer to contact surfaces. .3 Place setting blocks as per manufacturer’s instructions. .4 Install glass, rest on setting blocks, push against tape of compound with sufficient pressure

to ensure full contact and adhesion at perimeter. .5 Install removable stops without displacing tape or sealant. .6 Provide edge clearance of 3mm minimum. .7 Insert spacer shims to centre glass in space. Place shims at 600mm o.c. and keep 6mm

below sight line. .8 Do not cut or abrade tempered, heat treated or coated glass.

3.3 INTERIOR GLAZING

.1 Dry method - gasket/gasket and glass stop: .1 Cut glazing splines to proper length, set against permanent stop and install glass. .2 Apply removable stops and spline and secure in place.

3.4 FINISHING

.1 Immediately remove sealant and compound dropping from finished surfaces. Remove labels after work is completed.

University of Manitoba GYPSUM BOARD Section 09250 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS

.1 Hollow Metal Doors / Frames Sections 08110, 08111

.2 Lightweight Load Bearing Framing Sections 05410, 05420

.3 Painting Section 09900 1.2 REFERENCE STANDARDS .1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet for Building Construction. .2 CAN/CGSB-71.25-M88, Adhesive, for Bonding Drywall to Wood Framing and Metal Studs. .3 CAN/ULC-S101: Approvals and Testing of Fibrebond wallboard panels. .4 CAN/ULC-S102-1988, Building Materials and Assemblies, Standard Method of Test for

Surface Burning Characteristics of Gypsum Board. .5 ASTM A 653M-94, Specification for Steel Sheet, Zinc-Coated, Galvanized by the Hot-Dip

Process. .6 ASTM C 36-95, Specification for Gypsum Wallboard. .7 ASTM C 79-94, Specification for Gypsum Sheathing Board. .8 ASTM C 442-92, Specification for Gypsum Backing Board and Coreboard. .9 ASTM C 475-94, Specification for Joint Compound and Joint Tape for Finishing Gypsum

Board. .10 ASTM E 119 - Test for fire rating of Fibrebond wallboard panels. 2.1 GYPSUM BOARD .1 Plain: to ASTM C36 standard and Type X, thickness as indicated, 1200mm wide x

maximum practical length, ends square cut, edges tapered. .2 Backing board and gypsum coreboard: to ASTM C442 plain and Type X, thickness as

indicated, square edges. .3 Water resistant: to ASTM C79-94 standard, thickness as indicated, 1200mm wide x

maximum practical length. .4 Fibre reinforced gypsum panels: to CAN/CSA-A82.27 (Fibrebond by Louisiana-Pacific)

15.8mm thick x 1200mm wide x maximum practical length. 2.2 FASTENINGS AND ADHESIVES .1 Screws: to CAN/CSA-A82.31. .2 Stud adhesive: to CGSB 71-GP-25M. .3 Laminating compound: to CSA A82.31-1977 asbestos-free. 2.3 ACCESSORIES .1 Resilient clips, drywall furring: 0.5mm base steel thickness galvanized steel for resilient

attachment of gypsum board. .2 Casing beads, corner beads fill type: 0.5mm base thickness commercial grade sheet

steel with G90 zinc finish to ASTM A525, perforated flanges; one piece length per location. .3 Metal furring runners, hangers, tie wires, inserts, anchors: to CSA A82.30. Minimum

standards as follows: .1 Main carrying channels: minimum 1.62m galvanized sheet steel; 38mm x 15mm

size; lengths as required. .2 Furring channels: minimum 1.62mm gauge galvanized sheet steel; 19mm x 15mm;

lengths as required. .3 Hangers: of galvanized steel, of size and type to suit application and to rigidly

secure gypsum board ceiling system in place with maximum deflection of 1/360. .4 Hangers: for Oxygen Concentrate Room to be neoprene spring ceiling isolation

hangers. .5 Lateral bracing: minimum 1.62mm cold rolled steel channels with galvanized

coating; 19mm x 9.5mm size, maximum practical lengths. .4 Acoustic sealant: to CGSB 19-GP-21M. .5 Polyethylene: to CAN 2-51.33-M77, Type 2. .6 Insulating strip: rubberized, moisture resistant, 3mm thick cork or closed all neoprene strip,

University of Manitoba GYPSUM BOARD Section 09250 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

12mm wide, with self-sticking permanent adhesive on one face; lengths as required. .7 Joint compound: to ASTM C475, asbestos-free. .8 Joint tape: 50mm wide perforated type. .9 Control joint: vinyl "Eazy-Strip" as supplied by: .1 Winroc Corporation 1122 Kenaston Blvd, Winnipeg, Manitoba R3V 0G8 Phone: (204) 488-4477 3.1 PREPARATION .1 Before applying gypsum board to walls, inspect wood and/or steel framing as construction

by Sections 06100 and 09111. .2 Do not proceed with work until vapour barrier is in place and inspected and accepted by

Consultant. .3 Do not proceed with work until all additional wood blocking has been installed to suit millwork

accessories and fixed furniture as indicated by Section 06100, and inspected by General Contractor.

.4 Co-ordinate with the General Contractor for any alterations or adjustments which will affect the quality of work under this section.

3.2 SUSPENDED AND FURRED CEILINGS .1 Erect hangers and runner channels for suspended gypsum board ceilings to CSA A82.30

and ASTM C840, except where specified otherwise, to a height that is indicated. Co-ordinate the location of hangers with other work.

.2 Install suspension system independent of walls, columns and above ceiling work. Securely anchor hangers to structural members at maximum 1200mm o.c.

.3 Space main carrying channels at maximum 1200mm o.c., not more than 150mm from perimeter walls. Lap splices minimum 300mm and secure together 50mm from each end of splice.

.4 Securely fix carrying channels to hangers in a manner to prevent turning or twisting and to develop full strength of hangers.

.5 Place furring channels perpendicular to carrying channels at 400mm on centre, not more than 50mm from perimeter walls. Rigidly secure to carrying channels. Lap splices minimum 200mm and secure together 25mm from each end of splice.

.6 Reinforce openings in ceiling suspension system with lateral channel bracing for any openings which interrupt main carrying or furring channels. Extend bracing minimum 600mm past each end of openings.

.7 Laterally brace entire suspension system. .8 Install work level to tolerance of 1:1200. .9 Frame with furring channels, perimeter of openings for access panels, light fixtures,

diffusers, grilles. .10 Install 19 x 64mm furring channels parallel to, and at exact locations of wood stud partition

header track. .11 Furr above suspended ceilings for gypsum board fire and sound stops and to form plenum

areas as indicated. 3.3 WALL FURRING .1 Install wall furring for gypsum board or fibreboard wall finishes to CSA A82.30 and ASTM

C840, except where specified otherwise. .2 Frame openings and around built-in equipment, cabinets, access panels, on four sides.

Extend furring into reveals. Check clearances with equipment suppliers. .3 Furr duct shafts, beams, columns, pipes and exposed services where indicated. 3.4 RESILIENT FURRING .1 Erect gypsum board resilient furring transversely across studs, joists, between the layers of

gypsum board, spaced maximum 600mm o.c. and not more than 150mm from ceiling/wall


juncture. Secure to each support with 25mm drywall screw. .2 Install 150mm continuous strip of 12.7mm gypsum board along base of partitions where

resilient furring installed. 3.5 GYPSUM BOARD OR FIBREBOND APPLICATION .1 Erect gypsum board or fibrebond in accordance with good trade practice and as

recommended by CSA A82.30. .2 Do not apply gypsum board or fibrebond until bucks, anchors, blocking, electrical and

mechanical work are approved. .3 Erect single layer moisture resistant gypsum board in a direction most practical and

economical, with all ends and/or edges occurring over firm bearing. Treat cut edges or holes with sealant.

.4 Apply single and double layer gypsum board to metal furring or framing using screw fasteners or stud adhesive for first layer, laminating adhesive or screw fasteners for second layer. Maximum spacing of screws 300mm o.c.

.5 Apply single or double layer gypsum board to concrete, concrete block surfaces, where indicated, using laminating adhesive.

.6 Apply Type X (fire rated) gypsum board where indicated, to obtain required fire rated assemblies.

.7 Erect single layer fire rated gypsum board vertically, with all edges and ends occurring over firm bearing. Note: "Firm Bearing" means wood stud framing member.

.8 Apply 12mm diameter bead of acoustic sealant continuously around periphery of each face of partitioning to seal gypsum board/structure junction where partitions abut fixed building components. Seal full perimeter of cut-outs around electrical boxes, ducts, in partitions where perimeter sealed with acoustical sealant.

3.6 ACCESSORIES .1 Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces

where practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit corners accurately, free from rough edges. Secure at 150mm o.c. or using contact adhesive for full length.

.2 Install casing beads around perimeter of suspended ceilings. .3 Install casing beads where gypsum board butts against surfaces having no trim concealing

junction and where indicated. .4 Install insulating strips continuously at edge of gypsum board or casing beads abutting metal

window or exterior door frames, to provide thermal break. .5 Construct slip joints in gypsum board partitions below structural members to allow

movement. Install metal casing beads along exposed edges of board. 3.7 CONTROL JOINTS .1 Construction control joints of preformed units or two back-to-back casing beads set in

gypsum board facing and supported independently on both sides of joint. .2 Provide continuous polyethylene dust barrier behind and across control joints. .3 Locate control joints at approximate 9000mm spacing on walls and ceilings, unless

otherwise indicated. .4 Install control joints straight and true as per accessories, Paragraph 2.3. .5 Construct control joints in ceilings using preformed vinyl "Eazy-Strip" units only. 3.8 ACCESS DOORS .1 Install access doors to electrical and mechanical fixtures specified in respective Sections. .2 Rigidly secure frames to furring or framing systems. 3.9 TAPING AND FILLING .1 Finish face panel joints and internal angles with joint system consisting of joint compound,

joint tape and taping compound installed according to manufacturer's directions and


feathered out onto panel faces. .2 Finish corner beads, control joints and trim as required with two coats of joint compound and

one coat of taping compound, feathered out onto panel faces. .3 Fill screw head depressions with joint and taping compounds to bring flush with adjacent

surface of gypsum board so as to be invisible after painting is completed. .4 Sand lightly to remove burred edges and other imperfections. Avoid sanding adjacent

surface of board. .5 Completed installation to be smooth, level or plumb, free from waves and other defects and

ready for painting. .6 Remove and redo any work which, in the opinion of the Consultant is not in accordance with

good trade practice, and at no additional cost to the Owner. 3.10 SKIM COATING

.1 Finish joints and fasteners normally. Sand very lighting. Mix the joint compound slightly thinner than for joint taping.

.2 Lightly cover the entire existing wall surface as indicated on drawings, using a trowel or drywall broadknife.

.3 Immediately scrape the excess joint compound off to fill surface texture and variations. All the skim coat to dry completely, then carefully sand away any ridges before painting.

University of Manitoba RESILIENT SHEET FLOORING Section 09665 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED SECTIONS

.1 N/A 1.2 REFERENCES AND PERFORMANCE STANDARDS

.1 Canadian General Standards Board (CGSB) .1 CSA-A126.3-M1984 Sheet Vinyl Flooring Products. .2 CAN/CSA-A126.5-87 Resilient Wall Base. .3 CAN/CGSB-25.20 – Surface Sealer for Floors

.2 ASTM (American Society of Testing & Materials) Standards: (www.astm.org) .1 ASTM E648: Radiant Panel Test

.2 ASTM F-710-98 Standard Practice for Preparing Concrete to Receive Resilient Flooring

.3 ASTM F 970 Standard Test Method for Static Load Limit

.4 ASTM F 1482 Standard Guide to Wood Underlayment Products Available for Use Under Resilient Flooring

.5 ASTM F 1516 Standard Practice for Sealing Seams of Resilient Flooring Products By the Heat Weld Method (when specified)

.6 ASTM F1861-00, Standard Specification for Resilient Wall Base

.7 ASTM F-1869-98 Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Calcium Chloride.

.8 ASTM F1913-98, Standard Specification for Vinyl Sheet Floor Covering Without Backing

.9 ASTM F2170, Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes.

.3 Underwriters’ Laboratories of Canada (ULC) .1 CAN/ULC–S102.2-M80 Standard Method of Test for Surface Burning

Characteristics of Flooring, Floor Covering and Miscellaneous Materials and Assemblies.

.4 National Building Code of Canada (NBC) and National Fire Code of Canada .5 WCB Workers Compensation Board, Industrial Health and Safety Regulations .6 WHMIS Workplace Hazardous Materials Information System

1.4 SUBMITTALS

.1 Submit samples of sheet vinyl flooring. Samples to be 300mm x 300mm square of each type and colour specified. Sample to show seams, inside, and outside joints of coved corner. A sample from each selected colour from the delivered rolls shall be submitted before the installation and sent to the Consultant for their acceptance.

.2 Submit samples of each type of accessory proposed for use on this project. Samples shall be of sufficient size to represent products and complete with all colours in manufacturer’s full colour range.

.3 Submit a No Wax Flooring Declaration with all requests for Alternate Equivalent Products. Alternate products must be no wax, dry buff products for the life of the product. (Alternate products will not require sealers, waxes or maintainers). Alternate products must also be acid resistant. Include five references from facilities that have had the alternate products installed for a minimum period of five years.

1.5 MAINTENANCE DATA

.1 Provide maintenance data for resilient flooring for incorporation into Maintenance Manual

.2 Include maintenance procedures, recommended maintenance materials and suggested schedule for cleaning. Provide detailed information regarding properties of stain resistance and recommended procedures for removal.

1.6 MAINTENANCE MATERIALS

.1 Provide 2% additional specified resilient sheet flooring for maintenance use. This flooring must be in full width roll goods (beyond cuttings and other installation material scrap).

.2 Maintenance materials to be same production and dye lot run as installed materials.

University of Manitoba RESILIENT SHEET FLOORING Section 09665 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

.3 Package separately and identify each package. Protect with plastic or heavy duty craft paper.

.4 Deliver maintenance materials to site and store where directed by the Project Co-ordinator. Provide written receipt signed by Contractor, stating date and quantity delivered.

1.7 ENVIRONMENTAL REQUIREMENTS

.1 Maintain minimum 20 C air temperature at flooring installation area for 3 days prior to, during, and for 48 hours after installation. Ensure proper ventilation.

.2 Do not begin installation until moisture tests indicate that all surfaces are properly cured and ready for covering and ensure relative humidity is in accordance with flooring manufacturer’s recommendations for installation. (Less than 75% RH per ASTM F-2170.)

.3 Prior to installation, store materials for three days in area of installation to achieve temperature stability.

.4 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials.

.5 Consult appropriate Material Safety Data Sheets (MSDS) for proper handling of sundry items.

1.8 EXTENDED WARRANTY

.1 Flooring Contractor hereby warrants workmanship on materials installed. Warranty period shall be for 2 years, from date of final completion. Warranty shall cover: lifting, separation from substrate, buckling, wrinkling and seams welded with heat weld threads will not split, open curl or separate.

.2 Submit written warranty on manufacturer’s letterhead stating that flooring materials will be free of manufacturing defects and will not wear through the colour and pattern for a period of 5 years.

.3 Any warranty work or deficiencies which appear within the warranty period are to be rectified within ten (10) days of written notice.

1.9 MOCK UP .1 Not required 1.10 SITE CONDITIONS

.1 Maintain air temperature and structural base temperature at flooring installation areas between 65 and 70 F (18 –20 C) for 48 hours before, during and 48 hours after installation. Avoid concentrated or irregular heating. Ensure proper ventilation.

.2 Do not begin installation until moisture tests indicate that all surfaces are properly cured and ready for covering.

.3 Report any unsatisfactory conditions in writing to the Consultant. Do not commence installation until conditions are satisfactory. Commencement of work shall imply acceptance of conditions.

.4 Coordinate installation and notify other trades in advance of commencement of work to avoid future repairs.

.5 Protect surrounding surfaces from soiling. Make good defects to work of other trades caused by work of this section.

.6 Avoid static loads on newly installed flooring until adhesives have fully set.

.7 It is the responsibility of the installer to verify, before installation, that material conforms to the University’s specifications including correct product and colour. During installation, do not mix dye lots, run numbers or print lots in the same area.

.8 Provide and maintain legal and necessary guards, railing, hoardings, lights, and warning signs during the execution of the work to fully protect all persons and the University from loss, damage, death or injury.

1.11 DELIVERY, HANDLING AND STORAGE

.1 Deliver packaged materials in original unopened containers free from damage, with identification labels intact.

University of Manitoba RESILIENT SHEET FLOORING Section 09665 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 3 .2 Keep delivered material dry and free from stains.

.3 Store roll goods vertically, or store as per manufacturer’s recommendations. If material is flattened or distorted during storage or transporting, do not install it.

.4 Marking pens, felt-tipped markers, or waxed crayons must not be used to write on the vinyl backing nor used to mark layout on the under floor, as they could bleed through and stain the material.

1.12 WASTE MANAGEMENT AND DISPOSAL .1 Deposit all packaging materials in appropriate container on site for recycling or reuse. .2 Avoid using landfill waste disposal procedures when recycling facilities are available. 2.1 QUALITY ASSURANCE

.1 All reference to standards published CSA, CGSB, ASTM trade associations or manufacturers, or to national or local building codes shall be to the latest printed edition of any such standards or codes.

.2 All work to be performed by qualified tradesmen, in strict accordance with the manufacturer’s recommendations for the type and condition of work that apply.

.3 Submit proof of qualification upon request: .1 List of installations completed. .2 List of qualified installers to be used on the project.

.4 Manufacturer’s Technical representative shall oversee installation if requested by Owner or Consultant.

.5 All material to be first quality goods; one dye lot in roll sequence.

.6 Materials to be ordered at one time to ensure continuity of dye lot throughout the project. 2.2 MATERIALS

.1 Vinyl sheet flooring (VS): to CSA 126.6-87 Type II, Grade 1, Class 1. CAN/CSA-A 126.6-87: Type A Smoke Density: ASTM E 662: <450 Flammability: ASTM E 648 Exceeds minimum requirement for Class 1 (greater than 0.45 watts/ sq. cm) Static Load: ASTM F 970 (modified): 125 lbs./sq. in. Critical Radiant Flux: ASTM E 648: Class 1 Slip Resistance: ASTM D 2047 Exceeds minimum requirement (0.5 static coefficient of friction) Flexibility: ASTM F 1303 Greater than allowable minimum for Type 1 and Type 2 commercial flooring. Indentation Resistance: ASTM F 1303 Less than maximum allowable residual indent for Type 2 commercial flooring. Wearlayer thickness and binder content: ASTM F 1303 Exceeds minimum requirement for Type 2 commercial flooring. Product thickness: 0.080 in. (2.0 mm) overall thickness and 6’ – 6” wide (2 meters) Non–directional, homogeneous, through-chip design pattern, heavy duty vinyl floor covering with polyurethane factory finish for improved resistance to staining.

.2 Integral flash cove base: self cove, of same material and thickness as adjacent resilient sheet flooring, height to be minimum 6” high. New cove base must cover the same height as existing rubber base. Cove base and field shall be as one piece. Seal top of raw edge of sheet vinyl base with bead of silicone sealant. Refer to details on drawing A1.

.3 Rubber base (R): Required on exterior side of Room 004A only To CAN/SSA A126.5, Type 1 solid rubber shall be same height as existing x 1/8” thick, Flex-cove, top set, cove bottom, best quality rubber, complete with preformed corners and end stops. .1 Type: rubber .2 Style: cove .3 Thickness: 1/8” (3.17 mm) .4 Height: same as existing


.5 Lengths: continuous roll material

.6 Colours: Black .4 Primers and Adhesives: water-resistant of types recommended by resilient flooring

manufacturer for specific material on applicable substrate, above, at, or below grade. For sheet flooring self-cove base use adhesive recommended by resilient flooring manufacturer.

.5 Subfloor filler, Leveler and skim coat: to be used over existing flooring adhesive. Polymer modified Portland cement based skim coat and patch cement underlayment, sealer/subfiller mixed with Patching and Leveling Latex Additive. Type as recommended by resilient flooring material manufacturer for material type and location, trowelable non-shrink, water resistant, cementitious underlayment. Minimum compressive strength 4200 P.S.I. (29 MpA) after 28 days cure. .1 Spot patching compound approved product – E.P. Para-Patch, Elsro Ardex K-55,

or Mapei Plani Patch. (must be approved by flooring manufacturer for use with specified sheet vinyl flooring.)

.2 Gypsum based products or other products not expressly approved by Consultant or resilient flooring manufacturer for use on this project are not permitted. Any non-approved sub-floor fillers and levelers used on this project will be rejected and shall be removed by Contractor at no additional cost to the Contract.

.6 Caulking: one component, mildew resistant silicone to CAN/CGSB-19.22.. Altro Seal; colour selected by consultant.

.7 Edge strips, reducers, thresholds: Metal edge strips are to be aluminum extruded, smooth, mill finish with lip to extend under floor finish, shoulder flush with top of adjacent flooring. Submit samples for approval. Colour: silver.

.8 Sealer/Subfiller: to be used over existing flooring adhesive. Polymer modified Portland cement based sealer/subfiller. Type recommended by resilient flooring material manufacturer for material type and location.

.9 Cove Filler: provide fillet support strip for integral cove base with a minimum radius of 1.75” made of PVC.

.10 Heat Welding Rods: By same manufacturer as sheet flooring. Colours of rods to match flooring unless otherwise specified.

.11 Flooring protection: heavy duty, non-staining, kraft paper.

.12 Epoxy sealant: Altromastic or Genseal.

.13 Floor Sealer: type recommended by flooring manufacturer.

.14 Wax: type recommended by flooring manufacturer.

.15 Cove Capping: Top edge of raw edge of sheet vinyl base to be sealed with bead of silicone sealant.

2.3 ACCEPTABLE PRODUCTS

.1 Vinyl Sheet Flooring (VS): .1 Tarkett Flooring, “Granite Series” colour: #382 Yoga Width: 6’ – 6” wide (2 meters) Gauges: 0.080” (2.0 mm) overall thickness

.2 Edge Strips, Reducers, Thresholds: .1 Bengard Metal joiner bars # CM1196 or CM1142 (select appropriate product for

site conditions) color: silver. .3 Rubber Base (R): exterior face of room 004A only

.1 Johnsonite, #40, Black. .4 Adhesive for sheet vinyl flooring: Water resistant type as per flooring manufacturer’s

specifications .5 Adhesive for sheet flooring integral self cove base: As per floor covering

manufacturer’s recommendations. .6 Cove Former for integral flash Coving: provide filler support strip for integral cove base

with a minimum radius of 1.75” made of PVC. Tarkett Johnsonite CFS-00-A cove filler strip.

.7 Subfloor filler, Leveler and skim coat: Polymer modified Portland cement based mixed with Patching and Leveling Latex Additive as per flooring manufacturer’s specifications.


3.1 INSPECTION

.1 Prior to commencement of work, inspect and verify that site conditions including floor surfaces are acceptable for installation of flooring materials as per flooring manufacturer’s specifications.

.2 Any situation that can alter the installation procedure such as the identification of defective material or unusual installation conditions creates a responsibility for the installer to notify both the U of M representative and the manufacturer before proceeding. Do not commence installation until conditions are corrected and satisfactory. Report in writing to the Architect/Consultant any defective surfaces or conditions affecting the floor installation. Commencement of work shall imply acceptance of conditions.

.3 Ensure sub-floors and wall surfaces are free of defects that would effect appearance or long term performance of flooring materials.

.4 Sub-floors shall be fully cured, dry, smooth, level, structurally sound, free from moisture, alkali, dust, solvents, paint, wax, oil, grease, ashphalt, adhesives, sealing compounds and other extraneous foreign materials and in accordance with ASTM F 710. The level should meet the same standards as outlined in the American Concrete Institute (ACI) Specifications for Concrete Building (ACI.301-84) – 11.7.3 trowelled finish and 11.9.1 finishing tolerances.

.5 Moisture and alkalinity test: Ensure concrete floors are dry and exhibit negative alkalinity, carbonization or dusting, by using test methods recommended by flooring manufacturer. Tests for moisture and alkalinity to be performed by a qualified independent testing consultant to ASTM guidelines. Testing shall be witnessed by flooring manufacturer’s representative. Submit evidence of flooring manufacturer’s attendance and agreement.

.1 Moisture emissions should be determined by use of an Anhydrous Calcium Chloride test kit. The test must be administered to the specification of the ASTM F 1869-98 test procedure. Moisture emissions must not exceed 3 pounds per 1,000 square feet for 24 hours. It the concrete test is higher than 3 pounds, do not proceed with the installation.

.2 All concrete floors, old and new, should be tested for alkalinity by using an alkalinity test kit. The test must be administered to the specification of the ASTM F-710-98 test procedure. The pH test papers should be capable of measuring a range of 0 – 14. The area to be tested must be weather-tight and conditioned, via the building’s HVAC system, to a temperature range of 65 degrees to 85 degrees Fahrenheit and a relative humidity range of 40% - 60%. This temperature and humidity range must be maintained for at least 48 hours immediately prior to commencing the test, and at all times during the test. All adhesives, coatings, finishes, dirt, curing compounds, sealant and other substances which may affect the rate of moisture dissipation must be removed from the area to be tested. Non-chemical methods, such as abrasive cleaning or bead blasting may be used on existing slabs to achieve an appropriate state for testing. Any cleaning should take place a minimum of 48 hours before testing. The slab should have an alkalinity level between 7.0 – 9.0 to be suitable for carpet installation. Should the pH level be outside of this range do not proceed with installation.

.6 Where rubbercove bases are specified, inspect wall surfaces to ensure gypsum board is sound and free of cracks, voids or other defects. Joints shall be taped and filled behind rubber cove bases to ensure proper bond of adhesives.

.7 Ensure that permanent and non-permanent markers, pens, crayons, paint, etc. are not used on the back of the flooring material or on the substrate as they would transmit through and stain flooring materials. If these contaminants are present on the substrate they must be mechanically removed prior to the installation of the flooring material. Do not use liquid solvents or chemical removers.

3.2 PREPARATION AND SUBFLOOR TREATMENT


.1 Apply a skim coat of high bond strength polymer modified Portland cement based sealing compound mixed with Patching and Leveling Latex Additive over existing asphalt base or other types of adhesives. (Thickness of skim coat to be as per new floor covering manufacturer’s recommendations and specifications).

.2 Prepare floor surfaces in accordance with manufacturer’s printed instructions.

.3 Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes and other defects with subfloor filler. Mix and apply sub-floor filler in accordance with manufacturer’s written instructions. Apply filler; trowel and float to leave smooth, flat hard surface. Prohibit traffic until filler cured and dry.

.4 Ensure sub-floor filler is fully bonded to sub-strates. Remove and replace any unsound areas.

.5 Where floorings of different thickness abut, apply filler to build up a smooth gradual ramping to allow resilient flooring to meet adjacent material. All transitions between different floor finishes shall be smooth.

.6 Clean and prime sub-floor with flooring manufacturer’s recommended primer, if required. Adhesive removers or solvents are not to be used to remove the old adhesive. Thoroughly clean floor and remove substances deleterious to adhesive bond. Area of work shall be dry.

.7 Meet ASTM F710 Standard for Concrete or other monolithic floors. 3.3 FLOORING APPLICATION

.1 Provide a high ventilation rate, with maximum outside air, during installation, and for 48 to 72 hours after installation. If possible, vent directly to the outside. Do not let contaminated air re-circulate through a district or whole building air distribution system.

.2 Install flooring after finished work is completed. It is the flooring contractors responsibility to move all furniture and equipment, undercut doors if required, and remove and reinstall all door stops.

.3 On site measurements must be taken. Flooring to be installed in location as shown on attached drawings.

.4 Install flooring materials as per manufacturer’s written specification. Use full spread adhesive/heat welded seam method.

.5 Apply full spread adhesives uniformly, using recommended trowel in accordance with manufacturer’s instructions. Do not spread more than can be covered by flooring before initial set takes place. If adhesive over dries, remove and recoat affected areas.

.6 As installation progresses, roll flooring with 100 pound roller to ensure full adhesion, according to manufacturer’s instructions. (Or use roller of weight recommended by flooring manufacturer)

.7 Lay flooring with seam parallel to building lines to produce a minimum number of seams, unless otherwise indicated on plans. Border widths minimum 1/3 width of full material.

.8 Run sheets parallel to length of room. Double cut sheet joints and continuously seal. Heat weld sides and seams with manufacturer’s matching vinyl thread using a preset automatic groover or with flooring manufacturer’s approved heat welding equipment. Utilizing a trim plate, remove 40% of the thread protruding above finish floor, allow to cool, complete seam by removing balance of thread flush with finish floor. Wait a minimum of ten hours before heat welding or as per flooring manufacturer’s recommendations.

.9 Seaming: double cut sheet joints and seal in accordance with manufacturer’s printed instructions. .1 Sheet vinyl floor: heat weld with heat weld threads. Wait a minimum of ten hours

before heat welding or as per flooring manufacturer’s recommendations. .2 Slip resistant sheet vinyl flooring: heat weld with heat weld threads.

.3 Linoleum sheet flooring: heat weld with heat weld threads, colour to match .10 Install feature strips, borders, graphics, and floor markings where indicated. Fit joints

tightly. See Floor Plan for flooring pattern. (Not applicable) .11 Cut flooring and fit neatly around fixed or excessively heavy objects.


.12 Terminate flooring at centerline of door in openings where adjacent floor finish or colour is dissimilar, butt tightly to other flooring material.

.13 New sheet vinyl flooring is to butt tightly to dissimilar flooring and Bengard Metal joiner bar number CM1196 or CM1142 (select appropriate product for site conditions) is to be supply and installed at unprotected or exposed edges, where new flooring meets dissimilar material. Center under doors in door openings. Install metal edging strip with mechanical fasteners. Adhesives not permitted. Use expansion anchor in concrete.)

.14 Apply sheet flooring in same sequence as produced in factory (consecutive production dye lots) to minimize colour variations from room to room. (To ensure continuity of colour).

.15 Lay material full width in corridors. Where corridors are wider than sheet material, lay full width down centre of corridor with equal border each side.

.16 Floor drains: seal flooring around full perimeter of drain with two part polyurethane adhesive. Install flooring into drain collar, install fastening clamp and strainer.

.17 Scribe and fit tight to door frames. Provide sealant at all doors frame penetrations and perimeter of flooring in wet areas. Where flooring materials are scribed to fixed objects such as door frames seal joint with small, neat bead of silicone sealant. Make sealant bead smooth and even without air pockets. Clean and/or prime surfaces to sealant manufacturer’s instructions to ensure proper bond. Cut flooring neatly and tight to fixed objects, such as architectural, mechanical, electrical and around perimeter of rooms into recesses, including doorways.

.18 In washrooms, kitchens and other wet areas, seal around all pipe upstands, cutouts, floor drains, and joints which cannot be heat welded with epoxy sealant compound. Make watertight.

.19 Outside corners of self cove base are to be full butterfly.

.20 Inside corners of self cove base are to be welded.

.21 Continue flooring over areas which will be under all built-in furniture, base cabinets, equipment, lockers, etc. Provide wall base behind built-in items.

.22 Continue flooring over areas which will be under removable equipment.

.23 Continue flooring through areas to receive movable type partitions without interrupting floor pattern.

.24 Install flooring in pan type floor access covers. Maintain floor pattern. Adhere flooring to the subfloor around covers and to covers.

.25 Finish installation to present smooth wearing surface free from conspicuous seams, burring and other defects detrimental to appearance or performance.

.26 The successful bidder shall be required to provide a seam location drawing to confirm proper installation. Any differences in seam locations shall not effect the price quoted. Installation to have a minimum number of seams not located in traffic areas. Patching is unacceptable.

.27 Do not install sheet vinyl flooring over building expansion joints. Use expansion joint covers manufactured for use with resilient flooring.

.28 Sheet vinyl on stair treads and risers must be installed using appropriate adhesive. Stair nosing must be used in heavy foot traffic areas.

.29 Sheet vinyl flooring to be installed under all movable cabinets and other movable items including legs of cabinets. Cabinets that are bolted to the walls are to be unbolted and reattached once new floor covering is installed.

3.4 SHEET FLOORING INTEGRAL (FLASH) COVE BASE

.1 Fabricate sheet flooring integral (flash) cove bases of one piece of material, of same material and thickness as adjacent sheet flooring. Use longest practical lengths to minimize vertical joints. Where vertical joints occur, line with joints in field. Extend up wall to minimum 4”. Cove base must cover the same height as the existing rubber base.

.2 For sheet flooring, use PVC cove former. At door frames and other projections, taper cove former 300mm back from frame to provide flush cove at face of frame.

.3 All coving shall be one piece flash cove – not border cove. (Cove base and field shall be as one piece).

.4 Install straight and level to a tolerance of 1:1000.


.5 Install cove base with exposed top edge finished with a clear bead of silicone sealant.

.6 Use adhesive type as per flooring manufacturer’s recommendations for applicable installation conditions. (Lino paste or cove base adhesive not permitted). Apply adhesive with 100% coverage.

.7 Outside corners: insert butterfly plug, backgrooved, snugly fit, heat weld seams following manufacturer’s instructions.

.8 Inside corners: wrap as per manufacturer’s instructions, heat weld seams.

.9 Floor covering self cove base to be installed on all built-in fixed base cabinets that can not be moved.

3.5 RUBBER BASE APPLICATION

.1 Install top cove base, in accordance with manufacturer’s recommendations. Lay out base to keep number of joints at minimum. Use roll material only. Use longest possible continuous lengths to minimize joints. Use single piece between internal corners and obstructions such as door jambs, etc. neatly fit to floor covering.

.2 Install straight and level to variation of 1:1000.

.3 Clean walls of dust before application of adhesive to ensure proper adhesion of base material.

.4 Set base with adhesive tightly fitted against wall with 3 kg hand roller. Application of adhesive shall be 100% coverage of 7/8ths of full height of base, continuous contact to wall surface.

.5 Scribe and fit to door frames and other obstructions. Use premoulded end pieces at flush door frames.

.6 Corners: .1 Cove internal corners. .2 Wrap external corners with full length pieces. Premoulded corners are not

permitted. Back groove cove base at corner and adhere with contact cement minimum of 300mm both ways from corner. Ensure wrapped corners are fully bonded to wall surface.

.7 Clean surface of base after completion of work, using cleaning solution recommended by material manufacturer.

3.6 CLEANING

.1 Flooring contractor is responsible to provide initial cleaning and maintenance of all resilient flooring materials installed on project, unless notified otherwise by University Project Coordinator.

.2 Clean floors, base and wall surfaces without damage. Remove excess adhesives, scuff marks or other soiled areas.

.3 Sheet vinyl flooring: wash and rinse clean. Dry buff to satin lustre sheen to approval of Consultant.

.4 Rubber cove base: wash, rinse and wipe clean.

.5 Cleaning and maintenance products and methods shall be approved by the manufacturer and owner prior to application. (Comply with the flooring manufacturer’s recommended cleaning, finishing and buffing procedures.)

3.7 PROTECTION OF FINISHED WORK

.1 Prohibit traffic on floor for 48 hours after installation, or according to manufacturer’s instructions. (protect floor from rolling load traffic for minimum 72 hours after installation)

.2 Protect new floors with non-staining, heavy duty kraft paper from time of final set of adhesive until final cleaning and maintenance.

University of Manitoba Hygienic Vinyl Wall Coverings Section 09720 JFP – Room 205 - FCR Req. # 311C100121-05 Page 1

1.1 SECTION INCLUDES

A. This section includes labor, materials and other services necessary to complete vinyl wall coverings.

B. Conform with requirements of all Sections of Division 1, General Requirements, as it applies to the work of this Section.


A. Section 03300 - Cast-in-Place Concrete: Concrete finishing. B. Section 07900 – Joint Sealants and Caulking D. Section 09250 – Gypsum Board

1.3 REFERENCES

A. General: Standards listed by reference, including revisions by issuing authority, form a part of this specification section to extent indicated. Standards listed are identified by issuing authority, authority abbreviation, designation number, title or other designation established by issuing authority. Standards subsequently referenced herein are referred to by issuing authority abbreviation and standard designation.

B. American Society for Testing & Materials (ASTM): 1. AST ASTM E 84-05 Standard Test Method for Surface Burning

Characteristics of Building Materials. 1.4 SYSTEM DESCRIPTION

A. Performance Requirements: Provide hygienic wall covering which has been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure.

1.5 SUBMITTALS

A. Product Data: Submit manufacturer’s current printed product literature, specifications, installation instructions, and field reports in accordance with Section 01330 - Submittal Procedures.

B. Shop Drawings: Submit shop drawings to indicate materials, details, and accessories in accordance with Section 01330 - Submittal Procedures including but limited to the following: 1. Submit a layout diagram indicating the location of each panel and

joining method.


C. Samples: Submit duplicate sample pieces of Whiterock material, as well as

accessory pieces in accordance with Section 01330 - Submittal Procedures.

D. Quality Assurance Submittals: Submit the following: 1. Test Reports: Certified test reports showing compliance with specified

performance characteristics and physical properties. 2. Manufacturer’s Instructions: Current published manufacturer’s

installation and maintenance instructions. 3. Manufacturer’s Field Reports: Specified herein.

E. Closeout Submittals: Submit the following: 1. Operation and Maintenance Data: Operation and maintenance data

for installed products in accordance with Division 1 Closeout Submittals (Maintenance Data and Operation Data) Section. Include methods for maintaining installed products and precautions against cleaning materials and methods detrimental to finishes and performance.

2. Warranty: Warranty documents specified herein. 1.6 QUALITY ASSURANCE

A. Installer Qualifications: Installer experienced in performing work of this section who has specialized in installation of work similar to that required for this project. 1. Training: Installer who has attended an Altro Whiterock installation

training clinic. B. Mock-ups: Install at project site a job mock-up using acceptable products

and manufacturer approved installation methods. Obtain Owner’s and Consultant’s acceptance of finish color, texture and pattern, and workmanship standards.

1. Mock-Up Size: [3’x3’ with example of joints.]. 2. Maintenance: Maintain mock-up during construction for workmanship

comparison; remove and legally dispose of mock-up when no longer required.

C. Pre-installation Meeting: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer’s installation instructions and manufacturer’s warranty requirements.

1.7 DELIVERY, STORAGE & HANDLING


A. Ordering: Comply with manufacturer’s ordering instructions and lead time requirements to avoid construction delays.

B. Deliver, store and handle Whiterock wall panels in accordance with Section 01610 - Basic Material Requirements.

C. Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact.

D. Store materials protected from exposure to harmful weather conditions, at temperature and humidity conditions recommended by manufacturer.

E. Store panels in temperature controlled environments. Leave protective blue film on panel until ready to use.

1.8 WASTE MANAGEMENT AND DISPOSAL

A. Deposit all packaging materials in appropriate container on site for recycling or reuse.

B. Avoid using landfill waste disposal procedures when recycling facilities are available.

C. Keep all discarded packaging away from children. 1.9 PROJECT CONDITIONS

A. Temperature Requirements: If storage temperature is below 65F (18C), the Altro Whiterock wall panel must be moved to a warmer place and allowed to reach this temperature before installation. For further information, refer to current Installation Guide.

B. Maintain air temperature and structural base temperature at installation area between 65F (18C) and 80F (26C) for 48 hours before, during and 24 hours after installation.

1.10 WARRANTY

A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions.

B. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty document executed by authorized company official. Manufacturer’s warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents.

C. Warranty Period for Altro Whiterock Satins shall be 10 years commencing on Date of Substantial Completion.


1.11 EXTRA MATERIALS

A. Provide extra materials of product and adhesives in accordance with Section 01780 - Closeout Submittals.

B. Provide 32sqft (3m2) of each color, pattern and type material required for project for maintenance use.

D. Clearly identify each wall panel and each container of adhesive. E. Deliver to Consultant, upon completion of the work of this section and store

where directed. 2.1 MANUFACTURERS

A. Manufacturer: Altro 1. EASTERN USA: 80 Industrial Way, Wilmington, MA 01887

Toll-free: 800.377.5597 Fax: 978.694.0433 2. WESTERN USA: 1731Technology Drive, Ste #550 San Jose, CA

95110 Toll-free: 800.356.7464 Tel: 408.441.1700 Fax: 408.441.1750 3. CANADA: 6390 Kestrel Rd, Mississauga, ON, L5T 1Z3

Toll-free: 800.565.4658 Tel: 905.564.1330 Fax: 905.564.0750 4. E-mail: [email protected] Web Site: www.altrofloors.com.

2.2 HYGIENIC WALL COVERINGS

A. Acceptable material: Altro Whiterock Satins (measurements and product

weights given below are approximate): 1. STANDARD WHITE W103/00: Thickness: 0.10" (2.5 mm); Panel

Width: 4’ (1.22m) Panel Height: Either 8’ or 10’ (2.5m or 3m); Weight 4’x8’ Panel: 24 lbs (10.4 kg) Weight 4’x10’ Panel: 29 lbs (12.7 kg).

2.3 ACCESSORIES

A. Acrylic Adhesive: For dry, climate controlled areas, use AltroFix W49, a one-part, water-based, acrylic adhesive as recommended by manufacturer.

B. Polyurethane Adhesive: The default adhesive for most installations, suitable

for wet area, non-climate controlled areas, and non-absorbent surfaces, use AltroFix W39, a two-part resin-based polyurethane adhesive as recommended by manufacturer.

C. Caulking and Mastic Compounds and Tools:

1. FlexiJoint Coil – [FJ101/white] [FJ* Colors] Length 164 linear feet


2. FlexiJoint Steel Spacers (engineered steel) 3. Parabond Mastic – [AP600] 10 oz 4. Altro Mastic Caulking – [A802 White/A803 Clear/A806* Colors) 10.5 oz

2.4 SOURCE QUALITY

A. Source Quality: Obtain wall products from a single manufacturer. 3.1 MANUFACTURER’S INSTRUCTIONS

A. Compliance: Comply with manufacturer’s product data, including product technical bulletins, product catalog, installation instructions and product label instructions for installation.

3.2 EXAMINATION

A. Site Verification of Conditions: Verify substrate conditions, which have been

previously installed under other sections, are acceptable for product installation in accordance with manufacturer’s instructions.

3.3 SUBSTRATE PREPARATION

1. Walls should be smooth and level. High points must be removed and low points filled with filler intended for the substrate and environmental conditions.

2. Wall tiles must be fixed firmly to the wall. As long as the tile edges do not protrude you do not have to skim grout joints.

3. Surfaces must be permanently dry and free from all substances that may contribute to adhesive bond failure.

4. Remove loose paint and conduct an adhesive bond test with paint. 5. Exterior walls must be adequately damp-proofed and insulated. 6. Dry wall substrates should be paint ready.

3.4 PREPARATION

1. All surfaces must be free from dust and cleaned prior to Whiterock installation. The working environment must also be dust free. Failure to comply with these conditions will reduce the bond strength between the adhesive and substrate, and may cause the Whiterock panels to debond.

2. Very absorbent / porous substrates (particularly plaster finishes and unprimed sheetrock) must have a proprietary sealer e.g. PVA primer or


similar, applied to the surface a minimum of 12 hours prior to the installation.

3. All electrical switches, power points etc., should be in a first fix / installation state. All electrical equipment should only be moved or altered by a qualified electrician.

4. All plumbing should have pipe-work removed to a first fix or installation state and “tails” left protruding from the substrate. Whiterock panels can then be drilled and slid over the pipe tails. All holes should be drilled 1/8” (3mm) oversize to allow for expansion, then sealed with AltroMastic caulking. Plumbing should always be done by a qualified plumber.

5. Hot pipes and steam pipes should be insulated and a 1/8” to 1/4” (3-6mm) expansion gap should be created when installing panels around these pipes, then sealed with AltroMastic caulking.

6. All pipes, fixing bolts, etc. extending through the Whiterock panels should have a minimum 1/8” (3mm) expansion gap and be sealed using AltroMastic caulking.

7. If fitting to door frames, these must be in place prior to installation of Whiterock. 8. Prior to installation, it is advisable to complete any painting which comes in

contact with Altro Whiterock, as sealant used at junctions is non-paintable. 9. Panels should be stored flat and be pre-conditioned a minimum of 24 hours

in ambient temperatures similar to the prevailing operational conditions. 10. The panels must be stored on a level flat surface off the ground (risk of

condensation on the panels if stored on damp surfaces). Storage on uneven surfaces could cause the panels to distort prior to installation.

11. First, check the room using a 6’ (2 m) level to ensure all walls are flat, paying particular attention to the corners, window reveals, and door entrances. These need to be inspected to ensure they are free of any debris or irregularities, which could prevent the panels laying flat to the substrate after the adhesive has been applied and the panel installed.

3.5 INSTALLATION

A. Hygienic Wall Installation: Install Altro Whiterock in accordance with the current published Altro Installation Guide. All joints should be joined by approved methods as detailed in the installation guide. Failure to install Altro Whiterock in accordance with recommended procedures will void the Altro Limited Product Warranty.

B. Once all panels and joints are installed, remove protective film and clean all surfaces down with antistatic solution or antistatic wipes. This is required as the panel may have static build up and any dust in the atmosphere will adhere to the surface of the panel.


3.6 CLEANING

1. Altro Whiterock can be cleaned with a diluted soap/detergent solution, such as Altro 44 Cleaner.

2. When cleaning the Whiterock surface, we recommend the temperature of water does not exceed 140° F (60° C).

3. Pressure cleaning with hot water may be used with the pressure nozzle a minimum of 2 feet (600mm) away from the surface.

4. To reduce the buildup of static, cleaning the panels with an anti-static solution is recommended.

5. Stubborn stains use AltroClean 44 cleaner or equivalent alkaline cleaner. 6. Remove construction debris from project site and legally dispose of debris.

END OF SECTION

University of Manitoba PAINTING (EXTERIOR & INTERIOR) Section 09900 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 1 1.1 RELATED WORK

.1 Masonry (sealers over concrete or clay units) Section 04200

.2 Steel Hollow Metal Doors and frames Section 08110

.3 Interior Repainting Section 09920 1.2 REFERENCES .1 The latest edition of the following reference standards shall govern all painting work: .1 Master Painters Institute Manual (MPI)

.1 Architectural Painting Specifications Manual, including Identifiers, Evaluation, Systems, Preparation and Approved Products List.

.2 Society for Protective Coatings (SSPC) .1 Systems and Specifications Manual, SSPC Painting Manual, Volume

Two. .3 Environmental Protection Agency (EPA)

.1 Test Method for Measuring Total Volatile Organic Compound Content. .4 National Fire Code of Canada (NBC) 1.3 QUALITY ASSURANCE

.1 Painting Contractor specialising in commercial painting and finishing with minimum five years proven satisfactory, documented experience. Contractor will show proof before commencement of work that he will maintain a qualified crew of painters throughout the duration of the work. When requested, painting contractor shall provide a list of last three comparable jobs including, job name and location, owner and project manager / contractor, start/completion dates and value of the painting work.

.2 Only qualified journey persons who have a “Tradesman Qualification Certificate of Proficiency” shall be engaged in painting work. Apprentices may be employed provided they work under the direct supervision of a qualified journeyman in accordance with trade regulations.

.3 All materials, preparation and workmanship shall conform to requirements of the latest edition of the Architectural Painting Specification Manual by the Master Painters Institute (MPI) and all paint manufacturers and products used shall be as listed under the Approved Products List section of the MPI Painting Manual.

.4 Retain purchase orders, invoices and other documents to prove conformance with noted MPI requirements when requested by Consultant and / or University of Manitoba Representative.

.5 All surfaces requiring painting shall be inspected by the Painting Subcontractor who shall notify the Consultant and / or University of Manitoba Representative in writing of any defects or problems, prior to commencing painting work or after preparation work, or after the prime coat shows defects in the substrate.

.6 Where “special” painting, coatings or decorating systems applications(i.e. non-MPI listed products or systems) are to be used, the paint or coating manufacturer shall provide as part of this work, certification of all surfaces and conditions for specific paint or coating system application as well as on site supervision, inspection and approval of their paint or coating system application as required at no additional cost to the Owner.

.7 The painting contractor shall receive written confirmation of the specific surface preparation procedures and primers used for all fabricated steel items form the fabricator/supplier to ascertain appropriate and manufacturer compatible finish coat materials to be used before painting any such work.

1.4 REGULATORY REQUIREMENTS .1 Conform to applicable code for flame/fuel/smoke rating requirements for finishes.

.2 Conform to the latest edition of Workplace Health and Safety Regulations issued by applicable authorities having jurisdiction in regard to site safety (ladders, scaffolding, ventilation, etc.).

.3 Conform to requirements of local authorities having jurisdiction in regard to the storage, mixing, application and disposal of all paint and related waste materials. Refer to Waste Management and Disposal. Section 1.13

1.5 MOCK UPS

University of Manitoba PAINTING (EXTERIOR & INTERIOR) Section 09900 Animal Science – Room 004 Alterations Req. # 015C131205-03 Page 2

.1 When requested by Consultant and / or University of Manitoba Representative, prepare and paint a designated interior surface, area, room or item (in each colour scheme) to requirements specified herein, with specified paint or coating showing selected colours, gloss/sheen, textures and workmanship to MPI Painting Specification Manual for review and approval. When approved, interior surface, area, room and/or items shall become acceptable standard of finish quality and workmanship for similar on-site painting work.

1.6 SAMPLES

.1 Submit samples in accordance with Section 01330 – Submittals.

.2 When requested by the Consultant and / or University of Manitoba Representative, submit duplicate minimum 300mm (12”) square samples of surfaces or acceptable facsimiles requested painted with specified paint or coating in colours, gloss / sheen and textures required to MPI Painting Manual standards for review and approval. All costs for these sample sections shall be by this Section. When approved, samples shall become acceptable standard of quality for appropriate on-site surface with one of each sample retained on-site.

1.7 PRODUCT DATA SUBMITTALS

.1 Submit product data and manufacturer’s installation/application instructions for each paint and coating product proposed for use in accordance with Section 01330 – Submittal Procedures.

.2 Submit two sets WHMIS MSDS – Material Safety Data Sheets prior to commencement of work for review and for posting at job site as required - in accordance with Section 01357 – Hazardous Materials.

.3 If requested, submit work schedule for various stages of work when painting occupied areas for the Consultant and / or University of Manitoba Representative’s review and Owner’s approval

.4 Upon completion, submit records of products used. List products in relation to finish system and include the following:

.1 Product name, type and use. .2 Manufacturer’s product number. .3 Colour numbers. .4 MPI Environmentally Friendly classification system rating. .5 Manufacturer’s Material Safety Data Sheets (MSDS). .5 At project completion provide properly packaged maintenance materials as noted herein

and obtain a signed receipt from the Project co-ordinator. .6 Submit invoice list of all paint materials ordered for project work to U of M Project

Co-ordinator indicating manufacturer, types and quantities for verification and compliance with specification and design requirments if requested.

.7 Submit consent of surety with Bid Submission as proof of ability to supply a 100% two (2) year Maintenance Bond, if Paint Association warranty option is not used.

1.8 DELIVERY, STORAGE, AND HANDLING

.1 Deliver and accept products on site in original, sealed and labelled containers and verify no damage.

.2 Container labelling to clearly indicate: .1 Manufacturer’s name and address. .2 Type of paint, or coating. .3 Brand name, and colour designation (in accordance with established colour

schedule) and instructions for mixing, reducing and application requirements. .4 Compliance with applicable standard.

.3 Remove damaged, opened and rejected materials from site.

.4 Provide and maintain dry, temperature controlled, secure (lockable) storage.

.5 Observe manufacturer’s recommendations for storage and handling.

.6 Store materials and supplies away from heat generating devices.

.7 Store materials and equipment in a well ventilated area with temperature range 7 degrees C to 30 degrees C.

.8 Store temperature sensitive products above minimum temperature as recommended by manufacturer.


.9 Keep areas used for storage, cleaning and preparation, clean and orderly to approval of Consultant and / or University of Manitoba Representative. After completion of operations, return areas to clean condition to approval of Consultant and / or University of Manitoba Representative.

.10 Remove paint materials from storage only in quantities required for same day use.

.11 Comply with requirements of Workplace Hazardous Materials Information System (WHIMIS) regarding use, handling storage, and disposal of hazardous materials.

.12 Fire Safety Requirements: .1 Provide one 9 kg Type ABC dry chemical fire extinguisher adjacent to storage

area. .2 Store oily rags, waste products, empty containers, toxic and/or volatile, explosive,

or flammable materials, and materials subject to spontaneous combustion in ULC approved, sealed containers and remove from site on a daily basis, and post adequate warnings as required.

.3 Handle, store, use and dispose of flammable and combustible materials in accordance with the National Fire Code of Canada.

.13 Take all necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the environment from hazard spills.

1.9 PROJECT / SITE REQUIREMENTS .1 Heating, Ventilation and Lighting:

.1 Perform no painting work (interior or exterior) unless adequate and continuous ventilation and sufficient heating facilities are in place to maintain ambient air and substrate temperatures above 10 degrees C (50 degrees F) for 24 hours before, during and 48 hours after paint application until paint has cured sufficiently.

.2 Where required, provide continuous ventilation for seven days after completion of application of paint.

.3 Co-ordinate use of existing ventilation system with contractor and ensure its operation during and after application of paint as required.

.4 Provide temporary ventilation and heating equipment where permanent facilities are not available or supplemental heating from existing system is inadequate to meet minimum requirements. Because of moisture generation and potential fire hazard, the use of gas fired heating units is not advised, unless otherwise approved by the Owner / Consultant and / or University of Manitoba Representative and authorities having jurisdiction.

.5 Perform no painting work unless a minimum lighting level of 323 Lux (30 foot candles) is provided on surfaces to be painted. Adequate lighting facilities shall be provided by the Painting Contractor or General Contractor.

.2 Temperature, Humidity and Substrate Moisture Content Levels: .1 Unless specifically pre-approved by the Consultant and / or University of

Manitoba Representative and the applied product manufacturer, perform no painting work when:

.1 Ambient air and substrate temperatures are below 10 degrees C. .2 Substrate temperature is over 32 degrees C unless paint is specifically

formulated for application at high temperatures. .3 Substrate and ambient air temperatures are expected to fall outside MPI

or paint manufacturer’s prescribed limits. .4 The relative humidity is above 85% or when the dew point is less than 3

degrees C variance between the air/ surface temperatures. .5 Rain or snow is forecast to occur before paint has thoroughly cured or

when it is foggy, misty, raining or snowing at site. .2 Test suspect surfaces (concrete, masonry, wood and plaster surfaces) for

moisture and alkalinity. Conduct all moisture tests using a properly calibrated electronic Moisture Meter, except test concrete floors for moisture using a simple “cover patch test”.

.3 Perform no painting work when the maximum moisture content of the substrate exceeds:

.1 12% for concrete and masonry (clay and concrete brick/block) .2 15% for wood. .3 12% for plaster and gypsum board.


.4 Concrete and masonry surfaces must be installed at least 28 days prior to painting and decorating work.

.3 Surface and Environmental Conditions: .1 Apply paint finishes only to dry, clean, and adequately prepared surfaces in

areas where dust is no longer being generated by related construction operations or when wind or ventilation conditions are such that airborne particles will not affect quality of finished surface.

.2 Apply paint only to adequately prepared surfaces and to surfaces within moisture limits noted herein.

.3 Apply paint only when previous coat of paint is dry or adequately cured. .4 Beginning application procedures means acceptance of surfaces and conditions. 1.10 SCHEDULING

.1 Schedule interior painting operations to prevent disruption of and by other trades when applicable.

.2 Schedule interior painting operations to prevent disruption of occupants in and about the building. Obtain written authorization from Consultant and / or University of Manitoba Representative / Owner for changes in work schedule.

.3 Painting in occupied facilities to be carried out during hours in accordance with Owner’s operation requirement to be performed during normal working hours. Schedule work such that painted surfaces will have dried before occupants are affected. Provide schedule for Owner’s approval.

.4 Phasing of work shall be in accordance with the requirements of Sections 01010 – Summary of Work and / or 01060 – Special and Regulatory Requirements.

1.11 GUARANTEE

.1 If requested by the U of M Representative furnish a two (2) year Painting Association Guarantee or a 100% two (2) year Maintenance Bond both in accordance with MPI Architectural Painting Specifications Manual requirements. The Maintenance Bond shall be obtained from an approved bonding company and shall warrant that all repainting work has been performed in accordance with MPI Architectural Painting Specifications Manual requirements.

.2 All interior painting work shall be in accordance with MPI Architectural Painting Specifications Manual requirements and shall be inspected by the Painting Association (if requested by the U of M Representative) whether using the Painting Association Guarantee or the Maintenance Bond option. The cost for the Painting Association inspections as well as either the Painting Association Guarantee or the Maintenance Bond shall be included in the Base Bid Price.

.3 Painting Subcontractors choosing the Maintenance Bond option shall provide written proof of their ability to supply same at time of bidding, if required.

1.12 MAINTENANCE MATERIALS

.1 Provide paint for maintenance use as specified in Section 01700. Store where directed. Clearly identify contents.

.2 At project completion provide a minimum of one gallon (4-litre) container of each colour and sheen.

.3 Label each container with colour, sheen, room locations, and date.

1.13 WASTE MANAGEMENT AND DISPOSAL .1 Paint, stain and wood preservative finishes and related materials (thinners, solvents, etc.)

are regarded as hazardous products and are subject for regulations for disposal. Obtain information on these controls from applicable Provincial or Local government departments having jurisdiction.

.2 Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in containers or areas designated for hazardous waste.

.3 To reduce the amount of contaminants entering waterways, sanitary/storm drain systems or into the ground the following procedures shall be strictly adhered to: .1 Retain cleaning water for water-based materials to allow sediments to be filtered

out. In no case shall equipment be cleaned using free draining water.


.2 Retain cleaners, thinners, solvents and excess paint and place on designated containers and ensure proper disposal.

.3 Return solvent and oil soaked rags used during painting operations for contaminant recovery, proper disposal, or appropriate cleaning and laundering.

.4 Dispose of contaminants in an approved legal manner in accordance with hazardous waste regulations.

.5 Empty paint cans are to be dry prior to disposal (or recycling).

.6 Close and seal tightly partly used cans of materials including sealant and adhesive containers and store protected in well ventilated fire-safe area at moderate temperature.

.5 Collect waste paint by type and provide for delivery to recycling or collection facility or dispose of at hazardous waste facility.

2.1 MATERIALS

.1 Only materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents, etc.) listed in the latest edition of the MPI Approved Product List (APL) and as specified herein, are acceptable for use on this project. All such material shall be from a single manufacturer for each system used.

.1 Acceptable Manufacturers: General Paint, ICI Glidden Paint/Dulux. .2 Other materials such as linseed oil, shellac, turpentine, etc. shall be the highest quality

product of an MPI listed manufacturer and shall be compatible with paint materials being used as required.

.3 All materials used shall be lead and mercury free and shall have low VOC content where possible. Exceptions will be made only in the event that there is no low VOC content paint that exists for the particular application.

.4 Where required, use only materials having a minimum MPI “Environmentally Friendly” E2 rating based on VOC (EPA Method 24) content levels. Exceptions will be made only in the event that there is no E2 rating paint that exists for the particular application.

.5 Where required to meet LEED (Leadership in Energy and Environmental Design) program requirements, use only MPI listed materials having an “L” rating designation.

.6 All paint materials shall have a good flowing and brushing properties and shall dry or cure free of blemishes, streaks, sags, air entrapment, etc. Refer to 3.6 Field Quality Control / Standard of Acceptance requirements.

.7 Where required, paints and coatings shall meet flame spread and smoke developed ratings designated by local Code requirements and /or authorities having jurisdiction.

2.2 EQUIPMENT

.1 Painting and Decorating Equipment: to best trade standards for type of product and application.

.2 Spray Painting Equipment: of ample capacity, suited to the type and consistency of paint or coating being applied and kept clean and in good working order at all times.

2.3 MIXING AND TINTING:

.1 Unless otherwise specified herein or pre-approved, all paint shall be ready-mixed and pre-tinted. Re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and colour and gloss uniformity.

.2 Paste, powder or catalyzed paint mixes shall be mixed in strict accordance with manufacturer’s written instructions.

.3 Where thinner is used, addition shall not exceed paint manufacturer’s recommendations. Do not use kerosene or any such organic solvents to thin water-based paints.

.4 If required, thin paint for spraying in strict accordance with paint manufacturer’s instructions. If directions are not on container, obtain instructions in writing from manufacturer and provide copy of instructions to Consultant and / or University of Manitoba Representative.

2.4 FINISH AND COLOURS

.1 Unless otherwise specified herein, all painting work shall be in accordance with MPI Premium Grade finish requirements.


.2 Colours shall be selected by the Consultant and / or University of Manitoba Representative from a manufacturer’s full range of colours. Refer to Finish Schedule for identification and location of colours.

.3 Generally and unless otherwise specified herein or noted on Finish Schedule the quantity of colours and finishes shall be based on the following criteria: .1 Interior colours will be based on one (1) base colour and two (2) accent colours..

Note that this does not include pr-finished items by others, e.g. flashings, aluminium or vinyl windows etc. unless specifically scheduled.

.2 Interior colours and / or patterns shall be consistent throughout.

.3 Unless otherwise noted or scheduled, walls shall be painted the same colour within a given area. (See Colour and Finish Schedule)

.4 Ceiling of Room 004A shall be painted the same colouor of the walls of 004A. 2.5 GLOSS / SHEEN RATINGS

.1 Paint gloss is defined as the sheen rating of applied paint, in accordance with the following MPI gloss / sheen standard values:

Gloss Level Category Units @ 60 degrees Units @ 85 degrees

G1 – matte or flat finish 0 to 5 10 maximum G2 – velvet finish 10 Maximum 10 to 35 G3 – eggshell finish 10 to 25 10 to 35 G4 – satin finish 20 to 35 35 minimum G5 – semi-gloss finish 35 to 70 G6 – gloss finish 70 to 85 G7 – high gloss finish >85

.2 Gloss level ratings of all painted surfaces shall be as specified herein and as noted on Finish Schedule

3.1 CONDITION OF SURFACES

.1 Prior to commencement of painting work, thoroughly examine (and test as required) all interior conditions and surfaces scheduled to be painted and report in writing to the Consultant and / or University of Manitoba Representative or Owner and General Contractor, where applicable, any conditions or surfaces that will adversely affect work of this section.

.2 No painting work shall commence until all such adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the Painting Subcontractor.

.3 Commencement of work shall not be held to imply acceptance of surfaces except as qualified herein. Such surfaces as concrete, masonry, structural steel and miscellaneous metal, wood, gypsum board and plaster, shall not be the responsibility of the Painting Subcontractor.

.4 The Painting Subcontractor shall not be responsible for the condition of the substrate or for correcting defects and deficiencies in the substrate, which may adversely affect the painting work except for minimal work normally performed by the Painting Subcontractor and as, indicated herein. It shall always; however, be the responsibility of the Painting Subcontractor to see that surfaces are properly prepared before any paint or coating is applied.

3.2 PREPARATION OF SURFACES

.1 Prepare all surfaces for painting in accordance with MPI Architectural Painting Specifications Manual requirements. Refer to the MPI Architectural Painting Specifications Manual in regard to specific requirements for the following:

.1 environmental conditions. .2 pH testing. .3 acid etching. .4 rust stain removal. .5 mildew removal. .6 asphalt surfaces. .7 vertical and horizontal concrete surfaces.


.8 clay and concrete masonry units. .9 structural steel and miscellaneous metals. .10 steel exposed to high heat. .11 galvanized and zinc coated metal. .12 aluminium and copper surfaces. .13 glue laminated beams and columns. .14 dimension and dressed lumber .15 wood doors. .16 wood panelling and casework. .17 wood decks, floors, stairs and steps. .18 wood shingles and shakes. .19 stucco, plaster and gypsum board. .20 acoustical panels and tiles. .21 canvas and cotton coverings. .22 bituminous coated surfaces. .2 Sand, clean, dry, etch, neutralize and/or test all surfaces under adequate illumination,

ventilation and temperature requirements. .3 Remove and securely store all miscellaneous hardware and surface fittings / fastenings

(e.g. electrical plates, mechanical louvers, door and window hardware (e.g. hinges, knobs, locks, trim, frame stops), removable rating / hazard / instruction labels, washroom accessories, light fixture trim, etc. from wall and ceiling surfaces, doors and frames, prior to painting replace upon completion. Carefully clean and replace all such items upon completion of painting work in each area. Do not use solvent or reactive cleaning agents on items that will mar or remove finishes (e.g. lacquer finishes). Doors shall be removed before painting to paint bottom and top edges and then re-hung.

.4 Protect all adjacent interior surfaces and areas, including rating and instruction labels on doors, frames, equipment, piping, etc., from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection.

.5 Substrate defects shall be made good and sanded by others ready for painting particularly after the first coat of paint. Start of finish painting of defective surfaces (e.g. gypsum board) shall indicate acceptance of substrate and any costs of making good defects shall be borne by the painter including re-painting of entire defective surface (no touch-up painting).

.6 Confirm preparation and primer used with fabricator of steel items. Refer to Quality Assurance.

3.3 APPLICATION .1 Do not commence painting unless substrates are acceptable and until all environmental

conditions (heating, ventilation, lighting, and completion of other subtrade work, are acceptable for applications of products.

.2 Apply primer, paint or stain in accordance with MPI Painting Manual Premium Grade finish requirements.

.3 Apply primer, paint or stain in a workmanlike manner using skilled and trade qualified applicators as noted under Quality Assurance.

.4 Apply primer, paint or stain within an appropriate time frame after cleaning when environmental conditions encourage flash-rusting, rusting, contamination or the manufacturer’s paint specifications require earlier applications.

.5 Primer, paint or stain coats specified are intended to cover surfaces satisfactorily when applied at proper consistency and in accordance with manufacturer’s recommendations.

.6 Tint each coat of paint progressively lighter to enable confirmation of number of coats.

.7 Unless otherwise specified, apply a minimum of four coats of paint where deep or bright colours are used to achieve satisfactory results.

.8 Sand and dust between each coat to provide and anchor for next coat and to remove defects in previous coat (runs, sags, etc.) visible from a distance up to 1000 mm (39”)

.9 Do not apply finishes on interior surfaces that are not sufficiently dry. Unless manufacturer’s directions state otherwise, each coat shall be sufficiently dry and hard before a following coat is applied.

.10 To avoid air entrapment in applied coats, apply materials in strict accordance with manufacturer’s spread rates and application requirements.


.11 Finish surfaces both above and below sight lines as specified for surrounding surfaces, including such surfaces as tops of interior cupboards and cabinets and projecting ledges.

.12 Finish inside of cupboards and cabinets as specified for outside surfaces, unless noted otherwise.

.13 Finish closets and alcoves as specified for adjoining rooms.

.14 Paint finish shall continue through behind all wall-mounted items (e.g. chalk and tack boards).

3.5 INTERIOR PAINT FINISH AND COATING SYSTEMS Paint interior surfaces in accordance with the following MPI Painting Manual Requirements: Note: All paint is to be manufactured by General Paint or ICI Glidden Paint/Dulux.

.1 Concrete Masonry Units: (smooth and split face block and brick) INT 4.2D High performance architectural latex (gloss level G5) finish.

.2 Galvanized Metal: (such as doors, frames, railings, misc. steel, pipes, overhead decking,

ducts, pipes, gutters, flashing, misc. steel, etc.) INT 5.3M High performance architectural latex (gloss level G5) finish.

.3 Plaster and Gypsum Board Surfaces: (gypsum wallboard, drywall, “sheet rock type material”, etc., and textured finishes)

INT 9.2B High performance architectural latex (gloss level G5) finish.

3.6 MECHANICAL / ELECTRICAL EQUIPMENT AND RELATED SURFACES: .1 Unless otherwise specified or noted, paint all “unfinished” conduits, piping, hangers,

ductwork, and other mechanical and electrical equipment with color and texture to match adjacent surfaces, in the following areas:

.1 Where exposed-to-view in all exterior and interior areas. .2 In all interior high humidity interior areas. .3 In all boiler room, mechanical and electrical rooms. .2 In unfinished areas leave exposed conduits, piping, hangers, ductwork and other

mechanical and electrical equipment in original finish and touch up scratches and marks. .3 Touch up scratches and marks on factory painted finishes and equipment with paint as

supplied by manufacturer of equipment. .4 Do not paint over nameplates or instruction labels.

3.7 FIELD QUALITY CONTROL / STANDARD OF ACCEPTANCE .1 All surfaces, preparation and paint applications shall be inspected.

.2 Painted exterior and interior surfaces shall be considered to lack uniformity and soundness if any of the following defects are apparent: .1 Brush / roller marks, streaks, laps, runs, sags, drips, heavy stippling, hiding or

shadowing by inefficient application methods, skipped or missed areas, and foreign materials in paint coatings.

.2 Evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles.

.3 Damage due to touching before paint is sufficiently dry or any other contributory cause.

.4 Damage due to application on moist surfaces or caused by inadequate protection from the weather.

.5 Damage and/or contamination of paint due to blown contaminants (dust, spray paint, etc.)

.3 Painted surfaces shall be considered unacceptable if any of the following are evident under natural lighting of exterior surfaces and final lighting source conditions (including daylight) for interior surfaces: .1 Walls and other Vertical Surfaces: Visible defects are evident on vertical surface

from a distance of not less than 1000 mm (39”) when viewed at 90 degrees to the surface, or normal viewing angles.


.2 Horizontal Surfaces: Visible defects are evident on horizontal surface from a distance of not less than 1000 mm (39”) when viewed at 45 degrees to the surface, or normal viewing angles.

.3 Ceilings: Visible defects are evident on ceiling, and other overhead surfaces when viewed at 45 degrees to the surface, or normal viewing angles.

.4 When final coat on any surfaces exhibits a lack of uniformity of colour, sheen, texture, and hiding across full surface area.

.4 Painted surfaces rejected after inspection shall be made good at the expense of the Contractor. Small affected areas may be touched up; large affected areas or areas without sufficient dry film thickness of paint shall be repainted. Runs, sages of damaged paint shall be removed by scraper or by sanding prior to application of paint.

3.8 PROTECTION

.1 Protect all newly painted surfaces from condensation, contamination, dust, and freezing temperatures until paint coatings are completely dry. Curing periods shall exceed the manufacturer’s recommended minimum time requirements.

.2 Erect barriers or screens and post signs to warn of or limit or direct traffic away or around work area as required.

.3 Move and cover furniture and portable equipment as necessary to carry out painting operations. Replace as painting operations progress.

.4 As painting operations progress, place “WET PAINT” signs in occupied areas to approval of Consultant and / or University of Manitoba Representative.

.5 Protect items that are permanently attached such as Fire Labels, on doors and frames.

.6 Protect factory finished products and equipment.

.7 Protect all interior building surfaces and adjacent structures (including glass, aluminum surfaces, etc.) and equipment and any labels and signage from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection, as directed by Consultant and/or University of Manitoba Representative.

.8 Protect all exterior surfaces and areas, including landscaping, walks, drives, all adjacent building surfaces (including glass, aluminum surfaces, etc.) and equipment and any labels and signage from painting operations and damage by drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection, as directed by Consultant and/or University of Manitoba Representative.

3.9 CLEAN-UP

.1 Remove all paint where spilled, splashed, splattered or sprayed as work progresses using means and materials that are not detrimental to affected surfaces.

.2 Keep work area free from an unnecessary accumulation of tools, equipment, surplus materials and debris.

.3 Remove combustible rubbish materials and empty paint cans each day and safely dispose of same in accordance with requirements of authorities having jurisdiction.

.4 Clean equipment and dispose of wash water, solvents as well as all other cleaning and protective materials (e.g. rags, drop cloths, masking papers, etc.), paints, thinners, paint removers/strippers in accordance with the safety requirements of authorities having jurisdiction.

005

004

003C

004cor

003A

004A

004el

SCALE:

NEW CONSTRUCTION - PLAN1

- A1 1/8"=1'-0"

N

NEW FLOOR PLAN CONSTRUCTION NOTES:

1. EXISTING SINK AND CABINET TO REMAIN.

2. EXISTING -80 DEGREE FREEZER TO REMAIN, DO NOT DISCONNECT. PROTECT FROM

CONSTRUCTION.

3. NEW "BIOASSAY" SPACE, CONSTRUCTED OF AND HOUSING THE FOLLOWING:

3.1. STRUCTURAL STEEL STUD WALL AND JOIST FRAMING. SHEATHED WITH WATER

RESISTANT GYPSUM BOARD, BOTH SIDES, 3 1/2" MINERAL WOOL INSULATION.

TAPED AND PAINTED FINISH ON EXTERIOR.

3.2. JOIST AND STUD FRAMING, 6" DEPTH, 1 5/8" FLANGE WIDTH, 16GA THK. PROVIDE

(2) ROWS OF HORIZONTAL BRIDGING ACROSS WALL, EVENLY SPACED.

ACCEPTABLE PRODUCT: BAILEY LIGHT WEIGHT STEEL JOISTS, 600S162-54.

3.3. VINYL WALL BOARD ON INTERIOR FACE OF EAST WALL ONLY OF ROOM 004A.

ENSURE WALL IS CLEANED, PATCHED AND MADE SMOOTH PRIOR TO

INSTALLATION OF VINYL WALL BOARD.

3.4. RESILIENT SHEET FLOORING THROUGHOUT BIOASSAY ROOM 004A, C/W

INTEGRAL COVE BASE, UP 6" FROM FLOOR.

3.5. HMI DOOR AND PS FRAME, WITH LATCHING/LOCKING HARDWARE AND

WEATHER-STRIPPING.

3.6. ADDITIONAL ROUGH OPENING TO BE PROVIDED FOR FUTURE DOOR. REFER TO

ITEMIZED PRICE SECTION FOR FURTHER INFORMATION.

3.7. HVAC CONTROLLED SPACE, CAPABLE OF MAINTAINING 16-22° C. REFER TO

MECHANICAL DRAWINGS.

3.8. EQUIPMENT TO BE TIED INTO CHILLED WATER SYSTEM.

3.9. INSTALL AND CONNECT OWNER SUPPLIED 4'-0" LIGHT FIXTURES, OVER

BENCHES. LIGHTS TO BE CHAIN HUNG. PROVIDE PROGRAMMABLE DIMMING

CONTROL SYSTEM. REFER TO ELECTRICAL DRAWINGS.

3.10. PROVIDE GENERAL LIGHTING WITH ROOM 004A, SWITCHED SEPARATELY.

REFER TO ELECTRICAL DRAWINGS.

4. INSTALL AND CONNECT EXISTING (SALVAGED) INCUBATOR IN THIS LOCATION.

5. FOLLOWING DUCT AND GRILLE REMOVAL, INFILL OPENING WITH CMU, SIZED TO

MATCH EXISTING, CUT, GROUTED AND PAINTED, BOTH SIDES.

6. REMOVE AND DISCARD ONE (1) CMU BLOCK FROM EXISTING WALL. BLOCK TO BE

REMOVED, CENTRED ON AND ABOVE EXISTING CORRIDOR SIDE ELECTRICAL PANEL.

SITE VERIFY WITH DESIGNER AND ELECTRICIAN PRIOR TO DEMOLITION. UPON

COMPLETION OF ELECTRICAL WORK, SUPPLY, INSTALL, GROUT AND PAINT NEW

CMU TO SUIT.

#

1

2

3

4

9'-0"

+/-29'-6"

005

9'-6"

4'-2"

3'-4"

A1

2

5

5

5

D004A.1

6

SCALE:

NEW CONSTRUCTION - SECTION2

- A1 1/2"=1'-0"

A1

4

A1

3

A1

5

004004A

TYPICAL WALL CONSTRUCTION

- 5/8" MOISTURE RESISTANT GB, PAINT FINISH

- 6 MIL POLY VAPOUR BARRIER

- 6" STRUCTURAL STEEL STUDS @ 16" O.C.

- 5 1/2" MINERAL WOOL BATT INSULATION

- 5/8" MOISTURE RESISTANT GB

- VINYL WALL BOARD

TYPICAL ROOF CONSTRUCTION

- 5/8" PLYWOOD SHEATHING

- 5/8" MOISTURE RESISTANT GB

- 6 MIL POLY VAPOUR BARRIER

- 6" LIGHTWEIGHT STEEL JOISTS @16" O.C.

- 5 1/2" MINERAL WOOL BATT INSULATION

- 5/8" MOISTURE RESISTANT GB, PAINT FINISH

8'-10" C

LE

AR

IN

SID

E

EXISTING PIPES

SCALE:


- A1 1 1/2"=1'-0" SCALE:


- A1 1 1/2"=1'-0"

SCALE:


- A1 1 1/2"=1'-0"

2"

4" COVED RUBBER BASE

CONT. FOAM SILL GASKET

6"

OVERLAP VINYL WALL

BOARD ONTO COVED FLOORING

MINIMUM 2" C/W CONT. SEAL

CONT. ACOUSTIC CAULK SEALANT

SEAL TO VAPOUR BARRIER

CONT. LAP AND SEAL

VAPOUR BARRIER 3" MINIMUM.

SEAL VAPOUR BARRIER

LAP TO CMU WALL

PRIOR TO FRAMING INSTALL

CONT. 1/8" THK. BENT

HDG METAL BAR, FASTENED

TO PLYWOOD DECKING

@ 16" O.C.

PROVIDE HILTI EPOXY

INJECTED ANCHOR BOLTS

FOR RIM JOIST AT 16" O.C.

EPOXY FILLED CORES

AT RIM JOIST LEVEL

CONT. SEAL VINYL WALL BOARD

AT WALL/CEILING JOINT

CONT. SEAL AT WALL/CEILING

JOINT. PAINT FINISH.

CLIP ANGLE CONNECTION OF ROOF

JOIST TO RIM JOIST

004004A

Red River

Red River

Se

rvice

S

t. 1

S

Service Rd. 1S

Se

rvice

S

t. 2

S

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rvice

S

t. 3

S

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S

t. 7

S

Service Rd. 2S

Service Rd. 3N

Se

rvice

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t. 1

SW

Service Rd. 2SW

Service Rd. 3N

Service Rd. 1S

Dysart Road

Dysart Road

Sid

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mith

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tre

et

Curry Place

Dafoe Road

Freedman

Crescent

Un

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ity

C

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Gills

on

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Chancellor Matheson Road

Un

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F

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Dafoe Road West

Dafoe Road

Ma

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Sifto

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Sid

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Alu

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Ralph Campbell Road

Prin

ce

ss

R

oy

al W

alk

Tru

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an

W

alk

Chancellors Circle

ANIMAL SCIENCE BUILDING

013

011

010

009B

009A

009010cor

010st

008A

008

007

A

007B

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006cor

004003C

003B

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022-1022-2

012-2012-1

022-3

000 LEVEL - ZONE 1

NOVEMBER 6, 2006

ANIMAL SCIENCE / ENTOMOLOGY - 015

12 DAFOE ROAD

0 (FT) 50

AREA OF CONSTUCTION

GENERAL NOTES

1. THESE DRAWINGS SHALL NOT BE SCALED

2. CONTRACTOR SHALL BE SATISFIED THAT ALL DIMENSIONS, DATUMS AND DETAILED

INFORMATION SHOWN ARE CORRECT AND REPORT ANY DISCREPANCIES TO THE

CONSULTANT PRIOR TO CONSTRUCTION. ALL EXISTING DIMENSIONS ARE

APPROXIMATE ONLY. CONTRACTOR TO FIELD CHECK PRIOR TO SUBMITTING SHOP

DRAWINGS AND MANUFACTURING ANY COMPONENTS.

3. DIMENSIONS ARE TO FACE OF GYPSUM BOARD, MASONRY OR CONCRETE UNLESS

OTHERWISE NOTED.

4. CONTRACTOR TO REMOVE ALL DEMOLITION ITEMS FROM SITE UNLESS ITEMS ARE

REQUIRED BY OWNER.

5. CONTRACTOR TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF.

6. CONTRACTOR TO SEAL ALL NEW OR EXISTING PENETRATIONS WITH A ULC LISTED FIRE

STOP SYSTEM THROUGH NEW / EXISTING FIRE SEPARATIONS TO MAINTAIN THE

INTEGRITY OF THE REQUIRED FIRE SEPARATION. (SEE PROJECT MANUAL FOR DETAILS

AND SECTION 07270.)

7. GYPSUM BOARD & MASONRY TRADE TO FILL IN ALL EXISTING OPENINGS OR

ABANDONED OPENINGS TO SUIT NEW FIRE RESISTANCE RATING AND MAINTAIN THE

INTEGRITY OF THE FIRE SEPARATION. USE MATERIALS TO MATCH EXISTING

CONSTRUCTION.

8. CONTRACTOR TO PATCH, FILL AND MAKE GOOD ALL AREAS WHERE NEW WORK

AFFECTS EXISTING BUILDING.

9. CONTRACTOR TO VERIFY ALL EXISTING SITE & BUILDING CONDITIONS AND REPORT

ALL DISCREPANCIES TO THE OWNER PRIOR TO BID CLOSING.

10. COMPENSATION WILL NOT BE MADE BECAUSE OF FAILURE TO MAKE PROPER SITE \

BUILDING INVESTIGATIONS & REPORTING ANY DISCREPANCIES TO THE CONSULTANT

PRIOR TO BID CLOSING OR TO UNDERSTAND FULL NATURE OF WORK.

11. CONTRACTOR TO CO-ORDINATE AND PROVIDE ALL SOLID BLOCKING WITHIN THE WALL,

CEILING AND ROOF SYSTEM AREAS TO SUPPORT SURFACE MOUNTED FIXTURES,

TRIMS, MILLWORK, ETC. IN CONTRACT AS WELL AS FOR N.I.C. ITEMS IN CO-ORDINATION

WITH THE OWNER.

12. ALL WORK TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE

MANITOBA BUILDING CODE.

6"

3'-0"

6" 6"

GL.

DOOR TYPE 1

DOOR HARDWARE CODE 1

1 HINGES

A CB168 4 1/2 x4 1/2 26D STANLEY

2 LOCKSETS / LATCHSETS

A ND50LD RHO 626 SCHLAGE

4 CLOSERS

A 4010 SERIES PULL SIDE LCN

5 STOPS

A 90-4-S US32D GLYNN JOHNSON

6 KICK PLATES

A K10A STAINLESS STL STANDARD METAL

7 WEATHER PROTECTION

A WEATHERSTRIP W-13 K.N. CROWDER

B DOOR BOTTOM CT-50 K.N. CROWDER

FRAME TYPE 1

7'-2"

TO SUIT DOOR WIDTH

2"

REMARKS:

1. GLAZING TO BE GW TEMPERED.

2. REFER TO ITEMIZED PRICING SECTION FOR ADDITIONAL DOOR.

DOOR AND FRAME SCHEDULE

DOOR NO. WD HGT THK TYPE MAT FIN

DOOR

TYPE MAT FIN

FRAME

RATING HDWR NOTES

D004A.1 3'-0" 7'-0" 2" 1 HMI PT 1 PS PT

ABBREVIATIONS

HMI - HOLLOW METAL INSULATED

PS - PRESSED STEEL

PT - PAINT FINISH

FINISH SCHEDULE

PAINT

GENERAL PAINT, HP 2000, SEMI-GLOSS (G5)

- WALLS / CEILING:

UOFM "OFF WHITE", FORMULA = 1GAL IS B2 AND C4

- DOORS:

#8802W, THRESHOLD GRAY

- FRAMES:

#8804M, PAVESTONE

VINYL WALL BOARD

- ALTRO, WHITEROCK WHITE

W103/W104

FLOORING

- RESILIENT SHEET FLOORING

TARKETT GRANIT, #382 YOGA (WITH INTEGRAL COVE BASE)

- RUBBER COVE BASE (EXTERIOR SIDE OF NEW WALL ONLY)

JOHNSONITE, 4" HT, #40, BLACK

Physical Plant 89 Freedman Crescent Winnipeg, MB

Physical Plant Department

REQUISITION NO. & PROJECT NO.

DATE:

SCALE:

SHEET TITLE:

PROJECT TITLE:

DESIGNED:

DRAWN:

SHEET NO.

Revision Date No.

015C131205-03

A1

AS NOTED

NOVEMBER 2014

C.F.

C.F.

ANIMAL SCIENCE

ROOM 004 - BIOASSAY

PLANS, SECTIONS

& DETAILS

211/28/14ISSUED FOR TENDER/CONSTRUCTION

111/14/14ISSUED FOR REVIEW

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