MARVIN HARVEY BUILDING ROOF REPLACEMENT · 2019-05-08 · MARVIN HARVEY BUILDING ROOF REPLACEMENT . Tender Offer No. 1923 . ... telephone calls or telegrams telephoned from telegraph

MARVIN HARVEY BUILDING ROOF REPLACEMENT

Tender Offer No. 1923 May 2019

Cape Breton University Sealed Tender Offer Page 1 of 1 MHB Roof Replacement Tender Offer No. 1923 May 2019

SEALED TENDER OFFER

Cape Breton University (CBU) is accepting sealed tender offers to provide contracting services for the replacement of the roofing system on the Marvin Harvey Building as detailed in the attached tender documents. 1. GENERAL REQUIREMENTS .1 The Contractor shall be responsible for ensuring that all his equipment, labour and

workmanship are in compliance with the relevant standards, codes and regulations and for obtaining all necessary inspection certificates.

.2 The Contractor shall be responsible for fully complying with the requirements of all municipal,

provincial, and federal agencies and departments having jurisdiction over all or any part of the work under this Tender Offer.

.4 The Contractor shall include the cost of conforming with all requirements of this Tender Offer. .5 The Contractor shall diligently, and in a safe, timely and workmanlike manner, perform the

work required to be done to the satisfaction of CBU, upon the terms and conditions of the Tender Offer. The Contractor shall ensure that sufficient and full staff are provided at all times to comply with the obligations set out herein.

.6 The Contractor shall not assign the contract or any part, interest or benefit thereof without the

written consent of CBU. .7 There are no implied terms or obligations enforceable against CBU arising from this tender

document, other than those necessarily arising by operation of law. .8 If any term condition or provision of the contract is held to be illegal or unenforceable, the

same shall be severable from the contract and the remainder of the contract shall remain in force and be binding upon the parties as if such illegal or unenforceable term, condition or provision had not been included therein.

Cape Breton University Tender Offer Instructions Page 1 of 3 MHB Roof Replacement Tender Offer No. 1923 May 2019 1. TENDER OFFER FORM

Tender Offers must be submitted on the enclosed forms. These forms must be completely filled out in ink or by typewriter, with the signature in longhand, and the completed form shall be without interlineations, alterations, or erasures.

2. COMPLETION OF TENDER FORM

.1 Fill out one (1) copy of Tender Offer.

.2 Place the Tender and other required documents in a large manila envelope addressed to the Cape Breton University marked:

TENDER OFFER # 1923 MARVIN HARVEY BUILDING ROOF REPLACEMENT CAPE BRETON UNIVERSITY SYDNEY, NS

.3 Tenders must be delivered to:

Cape Breton University 1250 Grand Lake Road Sydney, Nova Scotia Attention: Ms. Brenda MacDonald

No later than 3 p.m., June 4, 2019 3. TELEGRAMS/FACSIMILE LETTER AFFECTING TENDERS

Written telegrams or facsimile letters, telephone calls or telegrams telephoned from telegraph offices or elsewhere, affecting tenders will NOT be considered, nor accepted.

4. MANDATORY PRE-BID MEETING

Contractor will be deemed to have obtained all necessary information about the site and working conditions and any other conditions that may affect the performance of the contract. Only those Tender Offers submitted by General and/or Electrical Contractors who have attended the pre-bid meeting will be considered. PRE-BID MEETING

Time: 10:00 a.m., Thursday, May 23, 2019

Location: Cape Breton University Canada Games Complex Foyer

Cape Breton University Tender Offer Instructions Page 2 of 3 MHB Roof Replacement Tender Offer No. 1923 May 2019 5. RIGHT TO REJECT

The right to reject any or all Tenders or to accept any Tender deemed most satisfactory is reserved by the Owner. The Owner reserves the right to waive any informality in any or all Tenders.

6. APPROVED EQUALS

.1 Where the Tender Documents stipulate a particular product or products, equals will be considered by the Owner up to five (5) working days prior to receipt of Tenders. After such time, equals will not be considered.

.2 When a request to substitute a product is made, the Owner may approve the

substitution as an equal and will issue an addendum to known bidders. If an item is approved as an equal, bidders may use that item in place of the specified item.

.3 In submission of equals to products specified, bidders shall include in their bid, the cost

of any changes required in the work to accommodate such equals. A later claim by the bidder for an addition to the Contract Price because of changes in work necessitated by use of equals will not be considered.

7. QUERIES/ADDENDA

.1 Addenda may be issued during the Tender period. All addenda become part of the Contract Documents. Receipt of addenda must be acknowledged in the space provided on the Tender Form, and all associated costs must be included in the Tender Price.

.2 Verbal answers are only binding when confirmed by written addenda. .3 Clarifications requested by bidders must be submitted not less than five (5) working

days before date set for receipt of bids. The reply will be made in the form of an addendum, a copy of which will be forwarded to known contract bidders.

.4 No addenda will be issued less than four (4) working days prior to the date for receipt of

tenders unless to change the closing date. 8. BID SIGNING

.1 The bid form shall be signed under seal by the bidder.

.2 Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words “Sole Proprietor” under the signature. Affix seal.

Cape Breton University Tender Offer Instructions Page 3 of 3 MHB Roof Replacement Tender Offer No. 1923 May 2019

.3 Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word “Partner” under each signature. Affix seal to each signature.

.4 Limited Company: Signature of a duly authorized signing officer(s) in his normal

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

.5 Joint Ventures: Each party of the joint venture shall execute the bid under their

respective seals in a manner appropriate to such party as described above, similar to the requirements of a Partnership.

9. HOURS OF WORK

Work, in general, will be during normal work hours but must be after 4:30 p.m. if it creates excessive noise or affects access in public areas. The facility will continue to operate and work must be coordinated with the Owner. Close coordination between the Owner and Contractor will be required and all work must be scheduled in advance and approved by the Owner.

All work must be complete by August 31, 2019.

10. ACCEPTANCE/REJECTION OF OFFER

The Owner reserves the right to accept or reject any or all offers or to accept any offer or part thereof in its sole discretion considering the best interest of the Cape Breton University.

11. SAFETY CERTIFICATION

Only Contractors who have obtained a certificate of recognition from the Nova Scotia Construction Safety Association will be considered to bid or work on this project.

Cape Breton University Form of Tender Page 1 of 5 MHB Roof Replacement Tender Offer No. 1923 May 2019 To: Cape Breton University OWNER From: CONTRACTOR Tender Date: DATE The undersigned Bidder has carefully examined the site of the work described herein; has become familiar with local conditions and the character and the extent of the work; has carefully examined every part of the proposed Contract and thoroughly understands its stipulations, requirements and provisions. The undersigned Bidder has determined the quality and quantity of materials required; has investigated the location and determined the source of supply of the materials required; has investigated labour conditions; and has arranged for the continuous prosecution of the work herein described. The undersigned Bidder has noted that Harmonized Sales Taxes are to be included in the "Bulk Sum Price" mentioned below. The Owner agrees to examine this Tender and in consideration, therefore, the undersigned Bidder hereby agrees not to revoke this Tender: a) until some other Bidder has entered into the Contract with the Owner for the performance of

the work and the supply of the materials specified in the Tender Offer or in the Tender Offer Instructions, or

b) until sixty (60) days after the time fixed in the Tender Offer Instructions for receiving Tenders

has expired; whichever first occurs; provided, however, that the Bidder may revoke this Tender at any time before the time fixed in the Tender Offer Instructions for receiving Tenders has expired, upon receipt by the Owner from the Bidder of written notice of such revocation before said time has expired. The undersigned Bidder hereby agrees to be bound by the award of the Contract; and, if awarded the Contract on this tender, to execute the required Contract in duplicate within ten (10) days after notice of award. The undersigned Bidder hereby agrees to provide assurance to Cape Breton University that he has no pecuniary interest in the business of any third party that stands to benefit in any way from the Contract, such as to cause, or seem to cause a conflict of interest in fulfilling his obligations under the contract. Should such an interest be acquired during the life of the Contract, the Contractor shall declare the same immediately to Cape Breton University. Cape Breton University shall deal with any conflict of interest

Cape Breton University Form of Tender Page 2 of 5 MHB Roof Replacement Tender Offer No. 1923 May 2019 on the part of the Contractor in its sole discretion. The undersigned Bidder further agrees to provide all necessary equipment, tools, labour, incidentals and other means of construction to do all the Work and furnish all the materials of the specified requirements which are necessary to complete the work in accordance with the Contract and agrees to accept, therefore, as payment in full, the Bulk Sum Price of; and Dollars ($ ) 100 and to do all extra work which may be required in connection with the construction and completion of the Work under Contract. The Bulk Sum Price set out above is made up as follows: a) All equipment and material $ . b) All labour required to complete the work $ . c) Harmonized Sales Tax (HST) $ .

TOTAL Bulk Sum Price . . . . . . . . . . . . . . . . . . . . . . . . $ .

Cape Breton University Form of Tender Page 3 of 5 MHB Roof Replacement Tender Offer No. 1923 May 2019 The undersigned Bidder agrees that time is of the essence, and that if awarded the Contract on this Tender to begin work within one (1) week after the award of the Contract and to complete the Work on or before the Owner's scheduled completion date established herein. The undersigned Bidder declares that this Tender is made without connection with any other person(s) submitting Tenders for the same work, and is in all respects fair and without collusion or fraud. Dated This ___ Day of June, 2019.

Signature Company

Address Seal:

Cape Breton University Form of Tender Page 4 of 5 MHB Roof Replacement Tender Offer No. 1923 May 2019 PREVIOUS EXPERIENCE The Bidder submits the following statement of Work the Bidder has undertaken during the past five (5) years similar to that of this tender package.

Description of Work

Value

Year of

Completion

Reference

1

2

3

4

LIST OF SUB-CONTRACTORS/INSTALLERS AND/OR SUPPLIERS

The following are the Sub-Contractors/Installers and/or Suppliers we will use on this project:

Portion of Work Name and Address

1

2

3

4

5

Cape Breton University Form of Tender Page 5 of 5 MHB Roof Replacement Tender Offer No. 1923 May 2019

ADDENDA We hereby acknowledge receipt of the following Addenda:

Addenda No.

Dated Number of Pages

Cape Breton University General Conditions Page 1 of 4 MHB Roof Replacement Tender Offer No. 1923 May 2019

1. PAYMENT

Payment will be made on a monthly basis. These payments will be made within 30 days of receipt of an approved invoice.

2. CONTRACT PERIOD

The Contract is for the period until August 31, 2019. 3. WORKS TO BE PERFORMED

The work included in this Contract shall include replacement of the roofing system.

The facility is open while work is ongoing so access and safety control is important and part of the Contractor’s scope of work. .

Daily clean-up of all affected areas is mandatory and will be strictly enforced.

4. SAFETY

The Contractor undertakes to take all necessary measures to comply with his responsibilities under the Occupational Health and Safety Act and Regulations and the costs of such measures are included in the Contract Price. Only Contractors who have obtained a certificate of recognition from the Nova Scotia Construction Safety Association will be considered to bid or work on this project.

The Contractor undertakes to work in a safe manner, using suitably trained and experienced persons and to fully comply with all relevant safety standards. The Contractor will be deemed to have allowed in his tender for all costs including barriers, signs, safety tools and equipment and any other items or labour relating to the protection of the Works, the public and all persons engaged in the performance of the Works. Failure to comply with adequate safety practices will be deemed a just cause for CBU's immediate termination of the Contract at the cost of the Contractor.

5. DEFECTIVE OR DAMAGED WORKS

.1 The Contractor shall protect CBU's property and other property on or adjacent to CBU's property from damage and shall be liable to CBU for any loss of, or damage to, the property to the extent such loss or damage arises or results from, directly or indirectly, the Contractors performance of his obligations under the Contract or by


reason of any matter or thing done, permitted or omitted to be done by the Contractor, the employees, servants or agents whether occasioned by negligence or otherwise. This liability shall survive the termination of the Contract.

.2 CBU may direct the Contractor to rectify and make good any defect or fault which is

not in compliance with the Contact Documents within 24 hours of such direction.

.2 CBU may, if the Contractor fails to comply with any direction given by CBU in accordance with the Contract Documents, employ such methods as it deems advisable to do that which the Contractor has failed to do, or the University may, at its sole discretion, cancel this contact as of the date of its direction.

6. INSURANCE

.1 The Contractor shall provide CBU with proof of insurance coverage to a minimum of $2 million, which shall be maintained at all times during the life of the offer. The insurance coverage shall include $1 million Public Liability Insurance for injury and death; $1 million Property Damage Insurance and Worker's Compensation Insurance. CBU shall be listed as a named insured on all such coverage and shall contain the following clause:

Thirty (30) days written notice of cancellation or change, to be effective on receipt thereof, shall be given to the Cape Breton University.

.2 Further it is required that the Contractor's:

(a) All-Risk Insurance Policy shall be endorsed to provide that: (i) the Insurer waives the right of subrogation which may arise by reason of

any payment under the policy against the University or its agents and/or employees;

(b) Comprehensive Public Liability Policy shall be endorsed to provide that: (i) the Insurance deductibles, if any, shall not exceed ten thousand dollars

($10,000) per occurrence, and shall be absorbed entirely by the Contractor with no contribution by the University;

.3 Evidence of the required coverages obtained by the Contractor must be submitted with

the Tender. .4 The Contractor shall be responsible to pay any and all costs relating to such insurance,

including any and all deductibles.


7. PERFORMANCE ASSURANCE - PERFORMANCE BONDS

Not required. 8. INDEMNIFICATION

The Contractor undertakes to indemnify and hold harmless CBU and its agents and employees from and against all claims, demands, losses, costs, damages, actions, suits, or proceedings by third parties that arise out of, or are attributable to, their performance of the contract. This indemnity shall survive termination of the Tender Offer.

9. EMPLOYEES

This is a Tender Offer for service, and the Contractor shall be engaged under the contract as an independent contractor solely for the purpose of providing services. Neither the Contractor nor any of the employees and personnel of the Contractor shall be engaged under the contract as an employee, servant, or agent of CBU. The Contractor shall be solely responsible for any and all payments and deductions required to be made, including but not limited to Canada or Quebec Pension Plan, Unemployment Insurance, Worker's Compensation, and Income Tax.

The Contractor shall ensure that all its employees, personnel, agents and Invitees, while on CBU premises, comply with all applicable safety laws rules and regulations, including CBU regulations, policies and directives.

10. ADMINISTRATION

The Director of Facilities Management at CBU shall be responsible for the administration of the contract.

11. TERMINATION

.1 CBU may, in its sole discretion, remove any or all aspects of the Work from the Contractor's responsibility, and may employ such means as it sees fit to have the work completed in the case that the Contractor: (i) has not remedied any delay in the commencement, or any default in the diligent

performance of the work to the satisfaction of CBU; (ii) has abandoned the work; (iii) has not received prior approval from CBU for any delay in the performance of

the work; (iv) has made an assignment of any of the work required to be done under this


contract without prior approval and consent from CBU;

(v) has otherwise failed to observe or perform any of the provisions included in the Contract Documents.

CBU may terminate the contract at any time in whole or in part by providing at least thirty days written notice to the Contractor except as specifically referenced in Section 4 SAFETY and Section 5 DEFECTIVE OR DAMAGED WORK.

Cape Breton University Page ! of !1 1Marvin Harvey Building List of ContentsRoof ReplacementTDC Project No. 16-022 May, 2019

SUBJECT: SECTION:

DIVISION 01 - GENERAL REQUIREMENTSSummary of Work 01 11 00.......................................................................................................................Work Restrictions 01 14 00........................................................................................................................Allowances 01 21 00..................................................................................................................................Alternatives 01 23 10.................................................................................................................................Payment Procedures 01 29 00...................................................................................................................Prices 01 29 10...........................................................................................................................................Payment Procedures for Testing Laboratory Services 01 29 83................................................................Project Coordination 01 31 00...................................................................................................................Project Meetings 01 31 19.........................................................................................................................Submittal Procedures 01 33 00..................................................................................................................Health and Safety Requirements 01 35 29.................................................................................................Environmental Procedures 01 35 43...........................................................................................................Regulatory Requirements 01 41 00............................................................................................................Quality Control 01 45 00............................................................................................................................Temporary Utilities 01 51 00......................................................................................................................Construction Facilities 01 52 00.................................................................................................................Temporary Barriers and Enclosures 01 56 00.............................................................................................Common Product Requirements 01 61 00..................................................................................................Examination and Preparation 01 71 00.......................................................................................................Execution, Cutting and Patching 01 73 00.................................................................................................Cleaning 01 74 11.......................................................................................................................................Construction/Demolition Waste Management and Disposal 01 74 21.......................................................Closeout Procedures 01 77 00...................................................................................................................Closeout Submittals 01 78 00....................................................................................................................

DIVISION 02 - EXISTING CONDITIONSStructure Demolition 02 41 16...................................................................................................................

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITESRough Carpentry 06 10 00.........................................................................................................................

DIVISION 07 - THERMAL AND MOISTURE PROTECTIONEthylene Propylene Diene Monomer Roofing 07 53 23...............................................................................Sheet Metal Flashing and Trim 07 62 00....................................................................................................

DIVISION 09 - FINISHESFinishes Repair 09 01 00.............................................................................................................................

END OF LIST OF CONTENTS

Cape Breton University Section 01 11 00Marvin Harvey Building Summary of WorkRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019

The Executed Agreement, including all Bidding and Contract Requirements Documentation, Specifications Sections, applicable Drawings and Amendments are part of, and are to be read in conjunction with, this Section.

PART 1 - GENERAL

1.1 Related Sections .1 Scope of Work contained in Bidding and Contract Requirements.

1.2 Work Covered byContract Documents

.1 Work of this Contract comprises the replacement of existing fully-adhered EPDM, low-sloped roof assemblies, located at the Marvin Harvey Building at Cape Breton University, Sydney, Nova Scotia.

1.3 Contract Method .1 Construct Work under single stipulated price contract.

1.4 Work by Others .1 Cooperate with other Contractors in carrying out their respective works.

.2 Coordinate work with that of other Contractors. If any part of work under this Contract depends for its proper execution or result upon work of another Contractor, report promptly to Consultant, in writing, any defects which may interfere with proper execution of Work.

1.5 Work Sequence .1 Construct Work in stages to accommodate Owner’s continued use of premises during construction in accordance with planned phasing.

.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 access/control.

1.6 Contractor Useof Premises

.1 Limit use of premises for Work, storage, and for access, to allow:.1 Partial owner occupancy..2 Public usage.

.2 Coordinate use of premises under direction of Owner’s Representative and Consultant Representative.


1.6 Contractor Useof Premises (Cont’d)

.3 Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

.4 Remove or alter existing work to prevent injury or damage to portions of existing work which remain.

.5 Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work.

.6 At completion of operations, restore condition of existing work to equal to, or better than, that which existed before new work started.

1.7 Owner Occupancy .1 Cooperate with Owner in scheduling operations to minimize conflict and to facilitate Owner usage.

1.8 Owner Furnished Items(NOT APPLICABLE)

.1 Owner’s Responsibilities:.1 Arrange for delivery of shop drawings, product data,

samples, manufacturer’s instructions, and certificates to Contractor.

.2 Deliver supplier’s bill of materials to Contractor.

.3 Arrange and pay for delivery to site in accordance with Progress Schedule.

.4 Inspect deliveries jointly with Contractor.

.5 Submit claims for transportation damage.

.6 Arrange for replacement of damaged, defective, or missing items.

.7 Arrange for manufacturer’s filed services; arrange for and deliver manufacturer’s warranties and bonds to Contractor.

.2 Contractor Responsibilities:.1 Designate submittals and delivery date for each product

in progress schedule..2 Review shop drawings, product data, samples, and other

submittals. Submit to Consultant, notification of observed discrepancies or problems anticipated due to non-conformance with Contract Documents.

.3 Receive and unload products at site.

.4 Inspect deliveries jointly with Owner; record shortages, and damaged or defective items.

.5 Handle products at site, including uncrating and storage.

.6 Protect products from damage and exposure to the elements.

.7 Assemble, install, connect, adjust, and finish products.


1.8 Owner Furnished Items (Cont’d)(NOT APPLICABLE)

.2 Contractor Responsibilities (Cont’d):.8 Provide installation inspections required by public

authorities..9 Repair or replace items damaged by Contractor or

Subcontractor on site (under his/her control).

.3 Schedule of Owner-furnished items.

1.9 Alterations, Additionsor Repairs toExisting Building

.1 Execute work with least possible interference or disturbance to building operations, occupants, and normal use of premises. Arrange with Owner’s Representative to facilitate execution of work.

1.10 Existing Services .1 Notify, Consultant, Owner’s Representative, and utility companies of intended interruption of services and obtain required permission.

.2 Where Work involves breaking into or connecting to existing services, give Consultant and Owner’s Representative forty-eight (48) hours notice for necessary interruption of mechanical and electrical service throughout course of Work. Minimize duration of interruptions. Carry out work at times as directed by governing authorities with minimum disturbance to pedestrian and vehicular traffic, and tenant operations.

.3 Provide alternative routes for pedestrian and vehicular traffic.

.4 Establish location and extent of service lines in area of work before starting work. Notify Consultant and Owner’s Representative of findings.

.5 Submit schedule to, and obtain approval from, Consultant and Owner’s Representative for any shut-down or closure of active service or facility including power and communications services. Adhere to approved schedule and provide notice to affected parties.

.6 Provide temporary services to maintain critical building and tenant systems.

.7 Provide adequate bridging over trenches which cross sidewalks or roads to permit normal traffic.

.8 Where unknown services are encountered, immediately advise Consultant and Owner’s Representative and confirm findings in writing.


1.10 Existing Services (Cont’d)

.9 Protect, relocate, or maintain existing active services. When inactive services are encountered, cap off in manner approved by authorities having jurisdiction.

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

.11 Construct barriers in accordance with Section 01 56 00 - Temporary Barriers and Enclosures.

1.11 Documents Required .1 Maintain at job site, one (1) copy each document as follows:.1 Contract Drawings..2 Specifications..3 Addenda..4 Reviewed Shop Drawings..5 List of Outstanding Shop Drawings..6 Change Orders..7 Other Modifications to Contract..8 Field Test Reports..9 Copy of Approved Work Schedule..10 Health and Safety Plan and other Safety Related

Documents..11 Other documents as specified.

PART 2 - PRODUCTS Not Applicable.

PART 3 - EXECUTION Not Applicable.

END OF SECTION 01 11 00

Cape Breton University Section 01 14 00Marvin Harvey Building Work RestrictionsRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Access to the Site.

.2 Special Scheduling Requirements.

.3 Site Security.

1.2 Related Sections .1 Construction Facilities Section 01 52 00

.2 Temporary Barriers and Enclosures Section 01 56 00

1.3 Access and Egress .1 Design, construct, and maintain temporary “access to” and “egress from” work areas, including stairs, runways, ramps or ladders, and scaffolding, independent of finished surfaces and in accordance with relevant municipal, provincial, and other regulations.

1.4 Use of Site andFacilities

.1 Execute Work with least possible interference or disturbance to normal use of premises. Make arrangements with Owner to facilitate work as stated.

.2 Maintain existing services to building and provide for personnel and vehicle access.

.3 Where security is reduced by work, provide temporary means to maintain security.

.4 Contractor must provide sanitary facilities for use by Contractor’s personnel. Keep facilities clean.

.5 Use only elevators existing in building for moving workers and material. (NOT APPLICABLE).1 Protect walls of passenger elevators, to approval of the

Owner and the Consultant..2 Accept liability for damage, safety of equipment, and

overloading of existing equipment.

.6 Closures: Protect work temporarily until permanent enclosures are completed.


1.5 Alterations, Additions,or Repairs to ExistingBuilding

.1 Execute work with least possible interference or disturbance to building operations, occupants, public, and normal use of premises. Arrange with the Owner and the Consultant to facilitate execution of work.

1.6 Existing Services .1 Notify the Owner and utility companies of intended interruption of services, and obtain required permission.

.2 Where Work involves breaking into or connecting to existing services, give the Owner forty-eight hours of notice for necessary interruption of mechanical or electrical service throughout course of work. Keep duration of interruptions to a minimum. Carry out interruptions after normal working hours of occupants, preferably on weekends.

.3 Provide for personnel, pedestrian, and vehicular traffic.

.4 Construct barriers in accordance with Section 01 56 00 - Temporary Barriers and Enclosures.

1.7 Special Requirements .1 Plan and perform the Work with regard for the security, safety, and convenience of building occupants and users.

.2 Contractor’s and Subcontractors’ personnel are not permitted to interact with students at the University. Ensure that construction personnel are familiar with, and abide by, security regulations from the Owner regarding protection of students, faculty, and staff, and regarding operations on the University Campus grounds.

.3 The Owner will impose a fine, to a maximum of one thousand dollars ($1,000) against the Contractor for infraction of building security regulations by members of Contractor’s workforce, or any Subcontractor in the Contractor’s employ. Any subsequent infractions will, at the discretion of the Consultant, result in removal of the offending party from the site.

.4 Carry out noise-generating work outside of “university hours,” as determined by the Owner.

.5 Submit schedule in accordance with Section 01 32 16 - Construction Progress Schedules - Bar (GANTT) Chart.


1.7 Special Requirements (Cont’d)

.6 Review work schedule with the Owner. for the purposes of this contract, “university hours” are defined generally as the period between 8:00:00 a.m. and 5:00:00 p.m., local time, Monday through Friday, inclusive, while school is in session. “University hours” may be redefined by the Owner depending on the nature and location of the construction activity, the day of the week, and the time of the year. The Owner may restrict the Contractor’s activities to specific areas of the work at certain hours at the discretion of the Owner.

.7 Keep within the limits of work and avenues of ingress and egress.

.8 Provide and maintain corridors for secure, safe passage of the public and staff, twenty-four (24) hours per day. Temporary corridors must protect pedestrians from the hazards of construction activity, weather, and exposure to dust and noise.

.9 Do not compromise or modify the Owner’s electronic security system during the performance of the Work. Notify the Owner, in advance, of any work affecting security systems.

.10 Deliver materials outside of peak traffic hours, as determined by the Owner, unless otherwise approved by the Owner.

1.8 Keys .1 Keys necessary for access to restricted areas may be issued at the discretion of the Owner. Follow all instructions from the Owner regarding use, care, and disposition of all keys so issued.

.2 Do not make duplicates of keys issued by the Owner.

.3 At the end of the Project, return, to the Owner, all keys issued. The Owner will deduct, from final contract payment, twenty-five dollars ($25) for each key not returned.

.4 Immediately report any lost, stolen, or destroyed keys to the Owner.

1.9 Building SmokingEnvironment

.1 Comply with smoking restrictions. Smoking is not allowed.





Cape Breton University Section 01 21 00Marvin Harvey Building AllowancesRoof Replacement Page ! of !1 1TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Contingency Allowance.

1.2 Related Sections .1 Tender Instructions and Division 01 Specifications.

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

.2 Project Supplementary Conditions.

1.4 Cash Allowances(NOT APPLICABLE)

.1 Refer to CCDC 2, GC 4.1.

1.5 Contingency Allowance(NOT APPLICABLE)

.1 Refer to CCDC 2, GC 4.2.

.2 Include, in Contract Price, a stipulated-sum contingency allowance, as noted in Instructions to Bidders.

.3 Do not include in Contract Price additional contingency allowances for products, installation, overhead, or profit.

.4 Expenditures under contingency allowance will be authorized in accordance with procedure provided in CCDC 2, GC 6.1 - Changes; CCDC 2, 6.2 - Change Order; and CCDC 2, 6.3 - Change Directive.




Cape Breton University Section 01 23 10Marvin Harvey Building AlternativesRoof Replacement Page ! of !1 1TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Product Installation Alternatives to Agreement Base-Bid Work.

.2 Incorporation of accepted Alternatives into Agreement.

1.2 Related Sections .1 Tender Instructions and Division 01 Specifications.

1.3 References .1 Canadian Construction Documents Committee (CCDC)..1 CCDC 23 - 2005, A Guide to Calling Bids and Awarding Contracts.

1.4 Requirements .1 Referenced Specifications Sections stipulate pertinent requirements for products and methods to achieve the Work stipulated under each Alternative.

.2 Coordinate affected related Work, and modify surrounding Work to integrate the Work under each Alternative.

1.5 Award/Selection ofAlternatives

.1 Indicate variation of Bid Price for Alternatives. Submit a ‘difference’ in Bid Price by adding to or deducting from the Base-Bid Price.

.2 Bids shall be evaluated on ‘Base-Bid’ Price. After determination of preferred, lowest Bidder, consideration will be given to Alternatives and Bid-Price adjustments.

.3 In accordance with CCDC Document No. 23 - A Guide to Calling Bids and Awarding Contracts, Low-Bid Tender shall be determined on the basis of lowest Bid, in accordance with Contract Documents on which Project is to be actually constructed, including those alternatives for which prices have been invited, and which are to be incorporated in the Work.




Cape Breton University Section 01 29 00Marvin Harvey Building Payment ProceduresRoof Replacement Page ! of !1 2TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 References .1 Owner/Contractor Agreement.

.2 Supplementary Conditions

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

1.2 Applications forProgress Payment

.1 Refer to CCDC 2 - 2008, Stipulated Price Contract.

1.3 Schedule of Values .1 Refer to CCDC 2 - 2008, Stipulated Price Contract.

1.4 Preparing Schedule ofUnit Price Table Items

.1 Submit separate schedule of unit-price items of Work requested in Bid Form.

.2 Make form of submittal parallel to Schedule of Values, with each line item identified same as line item in Schedule of Values. Include in unit prices only, the following:.1 Cost of material..2 Delivery and unloading at site..3 Sales taxes..4 Installation, overhead, and profit.

.3 Ensure that unit prices multiplied by quantities given equal material cost of that item in Schedule of Values.

1.5 Progress Payment .1 Refer to CCDC 2 - 2008, Stipulated Price Contract.

1.6 SubstantialPerformance of Work


1.7 Payment of HoldbackUpon SubstantialPerformance of Work


1.8 Progressive Releaseof Holdback


1.9 Final Payment .1 Refer to CCDC 2, GC 5.7.

Cape Breton University Section 01 29 00Marvin Harvey Building Payment ProceduresRoof Replacement Page ! of !2 2TDC Project No. 16-022 May, 2019




Cape Breton University Section 01 29 10Marvin Harvey Building PricesRoof Replacement Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Prices included in the Contract shall be complete for the applicable Work, and shall include for each price:

.1 Expenditures for wages and for salaries of workers, engineers, superintendents, draftspersons, foreman, timekeepers, accountants, expeditors, clerks, watchmen, and other such personnel as may be approved, employed directly under the Contractor, and while engaged on the applicable Work at the site, and expenditures for traveling and board allowances of such employees when required by location of the applicable Work, or when covered by trade agreements and when approved; provided, however, that nothing shall be included for wages or salary of the Contractor if an individual, or if any member of the Contractor’s firm if the Contractor is a firm, or the salary of any officer of the Corporation if the Contractor is a corporation, unless otherwise agreed in writing.

.2 Expenditures for material used in, or required in, connection with the construction of the applicable Work, including material tests and mix designs required by the laws or ordinances of any authority having jurisdiction.

.3 Expenditures for preparation, training, testing, inspection, delivery, installation, and removal of materials, plant, tools, and supplies.

.4 Temporary facilities, as required for the applicable Work.

.5 Traveling expenses properly incurred by the Contractor in connection with the inspection and supervision of the applicable Work, or in connection with the inspection of materials prepared, or in course of preparation, for the applicable Work, and in expediting their delivery.


1.1 Section Includes (Cont’d)

.1 Prices included in the Contract shall be complete for the applicable Work, and shall include for each price (Cont’d):.6 Rentals of all equipment, whether rented from the

Contractor or others, in accordance with approved rental agreements; including any approved, applicable insurance premiums thereon, and expenditures for transportation to and from the site of such equipment, costs of loading and unloading, cost of installation, dismantling and removal thereof, and repairs or replacements during its use on the applicable Work, exclusive of any repairs which may be necessary because of defects in the equipment when brought to the Work, or appearing within thirty (30) days thereafter.

.7 The cost of all expendable materials, supplies, light, power, heat, water, and tools (other than tools customarily provided by Tradespersons), less the salvage value thereof, at the completion of the applicable Work.

.8 Assessments under the Workers’ Compensation Act, statutes providing for government hospitalization, vacations with pay, or any similar statutes; or payments on account of usual vacations, made by the Contractor to his/her employees engaged on the applicable Work at the site, to the extent to which such assessments and/or payments for vacations with pay relate to the Work covered by the specified price; and all sales taxes and other taxes, where applicable.

.9 The amounts of all Subcontracts related to the specified price.

.10 Premiums on all insurance policies and bonds called for under this Contract, as related to the specified price.

.11 Royalties for the use of any patented invention on the applicable Work.

.12 Fees for licenses and permits in connection with the applicable Work.

.13 Duties and taxes imposed on the applicable Work.

.14 Such other expenditures, in connection with the applicable Work, as may be approved.

.15 Provided always that, except with the consent of the Consultant, the above items of cost shall be at rates comparable with the prevailing in the locality of the Work.


1.1 Section Includes (Cont’d)

.1 Prices included in the Contract shall be complete for the applicable Work, and shall include for each price (Cont’d):.16 Cost Breakdown:

.1 Within ten (10) days of award of Contract, the breakdown, and forecasted net monthly progress billings (excluding holdback), broken down into major divisions (format to be approved by the Consultant), from commencement to completion of Work.

.2 Submit updated cost breakdown with each monthly progress statement.




Cape Breton University Section 01 29 83Marvin Harvey Building Payment Procedures ForRoof Replacement Testing Laboratory Services Page ! of !1 2TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Related RequirementsSpecified Elsewhere

.1 Particular requirements for inspection and testing to be carried out by testing laboratory designated by Owner are specified under various Sections.

1.2 Appointment andPayment

.1 Owner will appoint and pay for services of testing laboratory, except the following:.1 Inspection and testing required by laws, ordinances,

rules, regulations, or orders of public authorities..2 Inspection and testing performed exclusively for

Contractor’s convenience..3 Testing, adjustment, and balancing of conveying

systems, and mechanical and electrical equipment and systems.

.4 Mill tests and certificates of compliance.

.5 Tests specified to be carried out by Contractor under the supervision of Owner and Consultant.

.6 Additionally specified tests.

.2 Where tests or inspections by designated testing laboratory reveal that work is not in accordance with Contract Requirements, pay costs for additional tests or inspections, as required by Owner, to verify acceptability of corrected work.

1.3 Contractor’sResponsibilities

.1 Provide labour, equipment, and facilities to accomplish the following:.1 Provide access to Work for inspection and testing..2 Facilitate inspections and tests..3 Make good Work disturbed by inspection and test..4 Provide storage on site for laboratory’s exclusive use, to

store equipment and cure test samples.

.2 Notify the Owner, sufficiently in advance of operations, to allow for assignment of laboratory personnel and scheduling of test.

.3 Where materials are specified to be tested, deliver representative samples, in required quantity, to testing laboratory.

Cape Breton University Section 01 29 83Marvin Harvey Building Payment Procedures ForRoof Replacement Testing Laboratory Services Page ! of !2 2TDC Project No. 16-022 May, 2019

1.3 Contractor’sResponsibilities (Cont’d)

.4 Pay costs for uncovering and making good Work that is covered before required inspection or testing is completed and approved by Owner.




Cape Breton University Section 01 31 00Marvin Harvey Building Project CoordinationRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Work Included .1 Coordinate all construction activities, as required, to ensure efficient and orderly installation of each part of the Work.

.2 Coordinate progress schedules, submittals, use of site, temporary utilities, construction facilities, and construction Work, with progress of Work of other Contractors and Subcontractors. Where installation of one part of the Work is dependent on installation of other components, schedule and coordinate construction activities in the sequence required to obtain the best results.

.3 Make adequate provisions to accommodate items schedules for later installation.

.4 Supervise construction activities to ensure that no part of the Work, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

1.2 ConstructionOrganization andStart-Up

.1 Within ten (10) days after award of Contract, request a meeting of parties in Contract, to discuss and resolve administrative procedures and responsibilities. Schedule meeting in compliance with Section 01 31 19 - Project Meetings.

.2 Establish time and location of meetings, and notify parties concerned, a minimum of five (5) days before meeting.

.3 Agenda to include the following:.1 Appointment of official representative of participants in

work..2 Schedule of Work, progress scheduling in accordance

with Section 01 32 16 - Construction Progress Schedules - Bar (GANTT) Chart. (NOT APPLICABLE)

.3 Schedule of submission of Shop Drawings, samples, colour chips, and other required material/documents, in accordance with Section 01 33 00 - Submittal Procedures.


1.2 ConstructionOrganization andStart-Up (Cont’d)

.3 Agenda to include the following (Cont’d):.4 Requirements for temporary facilities, site sign, offices,

storage sheds, utilities, and fences, in accordance with Section 01 51 00 - Temporary Utilities.

.5 Delivery schedule of specified equipment.

.6 Site security in accordance with Section 01 52 00 - Construction Facilities.

.7 Proposed changes, change orders, procedures, approvals required, mark-up percentages permitted, time extensions, overtime, and administrative requirements.

.8 Record drawings in accordance with Section 01 78 00 - Closeout Submittals.

.9 Maintenance manuals in accordance with Section 01 78 00 - Closeout Submittals.

.10 Takeover Procedures, acceptance, and warranties, in accordance with Section 01 77 00 - Closeout Procedures, and Section 01 78 00 - Closeout Submittals.

.11 Monthly Progress Claims, administrative procedures, photographs, and holdbacks.

.12 Appointment of inspection and testing agencies or firms, in accordance with Section 01 45 00 - Quality Control.

.13 Insurances and transcript of policies.

.4 Comply with Owner’s allocation of mobilization areas of site; for field offices and sheds; for access, traffic, and parking facilities.

.5 During construction, coordinate use of site and facilities through Owner’s procedures for intra-project communications: Submittals, reports and records, schedules, coordination of drawings, recommendations, and resolution of ambiguities and conflicts.

.6 Comply with instructions of Owner for use of temporary utilities and construction facilities.

.7 Coordinate field engineering and layout work with the Owner, Consultants, and Subcontractors.

1.3 Schedules(NOT APPLICABLE)

.1 Submit preliminary construction progress schedule, in accordance with Section 01 32 16 - Construction Progress Schedules - Bar (GANTT) Chart.

.2 After review, revise and resubmit schedule, to comply with revised Project Schedule.


1.3 Schedules (Cont’d)(NOT APPLICABLE)

.3 During progress of Work, revise and resubmit, as directed by the Consultant.

1.4 Submittals .1 Make submittals in compliance with Section 01 33 00 - Submittal Procedures.

.2 Submit Progress Claim in compliance with Section 01 29 00 - Payment Procedures.

.3 Submit requests for interpretation of Contract Documents, and obtain instructions through the Consultant.

.4 Process substitutions and Change Orders through the Consultant.

.5 Submit closeout submittals in compliance with Section 01 78 00 - Closeout Submittals.

1.5 Coordination Drawings .1 Provide information required by the Subcontractors for preparation of Coordination Drawings.

.2 Review and approve revised Coordination Drawings, for submittal to the Consultant.

1.6 On-Site Documents .1 Maintain at job-site one copy of each of the following:.1 Contract Drawings..2 Specifications..3 Addenda/Clarifications..4 Reviewed Shop Drawings..5 List of outstanding Shop Drawings..6 Change Orders..7 Other modifications to Contract..8 Field test reports..9 Copy of approved Work Schedule..10 Health and Safety Plan and other Safety-related

documents..11 Manufacturers’ installation and application instructions..12 Labour conditions and wage schedules..13 Other documents as specified.

1.7 Closeout Procedures .1 Closeout Procedures to be in compliance with Section 01 77 00 - Closeout Procedures.

.2 Notify the Consultant when Work is considered ready for Substantial Performance.


1.7 Closeout Procedures (Cont’d)

.3 Accompany the Consultant on preliminary inspection, to determine items listed for completion and/or correction.

.4 Comply with the Consultant’s and Owner’s instructions for correction of items of work listed in executed Certificate of Substantial Performance, and for access to Owner-occupied areas.

.5 Notify the Subcontractors regarding any instructions for completion of items of Work determined in the Consultant’s final inspection.




Cape Breton University Section 01 31 19Marvin Harvey Building Project MeetingsRoof Replacement Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Schedule pre-construction, progress, and project wrap-up meetings.

1.2 Administrative .1 Schedule and administer project meetings throughout the progress of the Work, at the call of the Consultant.

.2 Prepare agenda for meetings.

.3 Distribute written notice of each meeting, four (4) days in advance of meeting date, to Owner, Consultant, Engineers, and Trade Contractors.

.4 Provide suitable physical space, and make arrangements for meetings.

.5 Preside at meetings.

.6 Record the meeting minutes. Include significant proceedings and decisions. Identify “Action By” parties.

.7 Reproduce and distribute copies of minutes of meetings, within three (3) days after meetings, and transmit to meeting participants, affected parties not in attendance, the Owner, and the Consultant.

.8 Representatives of the Contractor, Subcontractor(s), and Supplier(s) attending meetings will be qualified and authorized to act on behalf of the party each represents.

1.3 Pre-ConstructionMeeting

.1 Within fifteen (15) days after award of Contract, request a meeting of parties in Contract, to discuss and resolve administrative procedures and responsibilities.

.2 Senior representatives of the Owner, the Consultant, the Contractor, major Subcontractors, Field Inspectors, and Supervisors will be in attendance.

.3 Establish time and location of meeting, and notify parties concerned, a minimum of five (5) days before meeting.


1.3 Pre-ConstructionMeeting (Cont’d)

.4 The Consultant shall incorporate mutually agreed variations to Contract Documents into Agreement, prior to signing.

.5 Agenda to include the following:.1 Appointment of official representative of participants in

the Work..2 Schedule of Work: In accordance with Section 01 32 16

- Construction Progress Schedules - Bar (GANTT) Chart. (NOT APPLICABLE)

.3 Schedule of submission of Shop Drawings, samples, colour chips, and other required material/documents, in accordance with Section 01 33 00 - Submittal Procedures.

.4 Requirements for temporary facilities, site sign, offices, storage sheds, utilities, and fences, in accordance with Section 01 52 00 - Construction Facilities.

.5 Delivery schedule of specified equipment.

.6 Site security in accordance with Section 01 56 00 - Temporary Barriers and Enclosures.

.7 Proposed changes, change orders, procedures, approvals required, mark-up percentages permitted, time extensions, overtime, and administrative requirements.

.8 Owner-provided Products.

.9 Record drawings in accordance with Section 01 33 00 - Submittal Procedures.

.10 Maintenance manuals in accordance with Section 01 78 00 - Closeout Submittals.

.11 Takeover Procedures, acceptance, and warranties, in accordance with Section 01 77 00 - Closeout Procedures, and Section 01 78 00 - Closeout Submittals.

.12 Monthly Progress Claims, administrative procedures, photographs, and holdbacks.

.13 Appointment of inspection and testing agencies or firms.

.14 Insurances and transcript of policies.

.15 Required Safety, Fall Arrest, and Occupational Health and Safety (OH&S) Manuals and Documentation.

1.4 Progress Meetings .1 During the course of the Work, and two (2) weeks prior to Project completion, schedule Progress Meetings, as may be required by the Consultant and the Owner.

.2 The Contractor and major Subcontractors involved in the Work, the Owner’s Representative(s), and the Consultant, are to be in attendance.

.3 Notify parties a minimum of four (4) days prior to meetings.


1.4 Progress Meetings (Cont’d)

.4 Record minutes of meetings, and circulate to attending parties and affected parties not in attendance, within three (3) days after meeting.

.5 Agenda to include the following:.1 Review and approval of minutes of previous meeting..2 Review of Work progress since previous meeting..3 Field observations, problems, and conflicts..4 Problems which impede Construction Schedule..5 Review of off-site fabrication delivery schedules..6 Corrective measures and procedures to regain project

schedule..7 Revision to Construction Schedule..8 Progress Schedule for succeeding work period..9 Review submittal schedules: Expedite as required..10 Maintenance of quality standards..11 Review of proposed changes for affect on Construction

Schedule and on completion date..12 Other business.




Cape Breton University Section 01 33 00Marvin Harvey Building Submittal ProceduresRoof Replacement Page ! of !1 5TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Related Requirements .1 Construction Progress Schedule -Bar (GANTT) Chart (NOT APPLICABLE) Section 01 32 16

.2 Quality Control Section 01 45 00

.3 Closeout Submittals Section 01 78 00

1.2 Administrative .1 Submit to the Consultant submittals listed for review. Submit promptly and in orderly sequence, so as to not cause delay in Work. Failure to submit in ample time is not considered sufficient reason for extension of Contract Time, and no claim for extension by reason of such default will be allowed.

.2 Do not proceed with Work affected by submittal until review is complete.

.3 Present Shop Drawings, Product Data, Samples, and Mock-Ups in SI Metric Units or Imperial Units, as indicated on Drawings.

.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 coordinated 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 will be considered to be rejected.

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

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

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


1.2 Administrative (Cont’d)

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

.9 Keep one (1) reviewed copy of each submission on site.

1.3 Shop Drawings andProduct Data

.1 The term “Shop Drawings” means drawings, diagrams, illustrations, schedules, performance charts, brochures, and other data which are to be provided by the Contractor to illustrate details of a portion of Work.

.2 Submit Drawings stamped and signed by professional engineer registered or licensed in the province of Nova Scotia.

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

.5 Make changes on Shop Drawings as the Consultant may require, consistent with Contract Documents. When resubmitting, notify the Consultant, in writing, of revisions other than those requested.

.6 Accompany submissions with transmittal letter, in duplicate, containing the following:.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.


1.3 Shop Drawings andProduct Data (Cont’d)

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

.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 ow 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.

.8 After the Consultant’s review, distribute copies.

.9 Submit one (1) electronic copy of Shop Drawings for each requirement requested in Specifications Sections, and as the Consultant may reasonably request.

.10 Submit one (1) copy of Product Data Sheets or Brochures for requirements requested in Specifications Sections, and as requested by the Consultant, where Shop Drawings will not be prepared due to standardized manufacture of product.

.11 Delete information not applicable to Project.

.12 Supplement standard information to provide details applicable to Project.


1.3 Shop Drawings andProduct Data (Cont’d)

.13 If, upon review by the Consultant, no errors or omissions are discovered, or if only minor corrections are made, copies 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.

.14 The review of Shop Drawings by the Consultant is for sole purpose of ascertaining conformance with general concept..1 This review shall not mean that the Consultant approves

detail design inherent in Shop Drawings, responsibility for which shall remain with the Contractor submitting same; and such review shall not relieve the Contractor of responsibility for errors or omissions in Shop Drawings, or of responsibility for meeting requirements of Construction and Contract Documents.

.2 Without restricting generality of the foregoing, the Contractor is responsible for dimensions to be confirmed and correlated at job site, for information that pertains solely to fabrication processes or to techniques of construction and installation, and for coordination of Work of Sub-Trades.

.15 The Contractor shall be solely responsible for the cost of any Work done or contracted before receiving the Shop Drawings in final form, indicated as reviewed, in writing, by the Consultant.

1.4 Samples .1 Submit, for review, samples in duplicate, as requested in respective Specifications Sections. Label samples with origin and intended use.

.2 Deliver samples, prepaid to Consultant’s business address, or, if requested, to the Project site office.

.3 Notify the Consultant, in writing, at the 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.


1.4 Samples (Cont’d) .5 Adjustments made by the Consultant on samples are not intended to change the Contract Price. If adjustments affect the value of Work, state such, in writing, to the Consultant, prior to proceeding with Work.

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

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

1.5 Mock-Ups .1 Erect Mock-Ups in accordance with Specifications Section 01 45 00 - Quality Control.

1.6 Certificates andTranscripts

.1 Immediately after award of Contract, submit Workers’ Compensation Board status letter and transcriptions of insurance.




Cape Breton University Section 01 35 29Marvin Harvey Building Health and SafetyRoof Replacement Requirements Page ! of !1 11TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 References .1 National Building Code - latest edition.

.2 Nova Scotia Building Code Regulations - Building Code Act of Nova Scotia.

.3 National Fire Code of Canada - latest edition.

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

.5 Health Canada/Workplace Hazardous Materials Information Systems (WHMIS).

.6 Occupational Health and Safety Act SNS, and Regulations including, but not limited to, the following:.1 Fall-Protection and Scaffolding Regulations..2 First-Aid Regulations..3 Workplace Hazardous Material Information System

Regulations..4 Occupational Safety General Regulations..5 Workers’ Compensation Act..6 Fire Protection Act..7 Nova Scotia Fire Safety Act..8 Dangerous Goods Transportation Act..9 Nova Scotia Smoke-Free Places Regulations.

.7 Canadian Standards Association (CSA):.1 CSA-S269.1, Falsework for Construction Purposes -

latest edition..2 CAN/CSA-S269.2, Access Scaffolding for Construction

Purposes - latest edition..3 CAN/CSA-Z259.1, Safety Belts and Lanyards..4 CAN/CSA-Z259.10, Full Body Harnesses..5 CAN/CSA-Z259.11, Shock Absorbers for Personal Fall

Arrest Systems..6 CAN/CSA-Z259.2, Fall Arresting Devices, Personnel

Lowering Devices and Lifelines.


1.1 References (Cont’d) .7 Canadian Standards Association (CSA) (Cont’d):.7 FCC No. 301, Standard for Construction Operations -

latest edition..8 FCC No. 302, Standard for Welding and Cutting - latest

edition.

.8 In case of conflict and/or discrepancy, the more stringent requirement(s) shall apply.

.9 Where reference is made to jurisdictional authorities, it shall mean all authorities who have, within their constituted powers, the right to enforce the laws of the place of the building.

1.2 Submittals .1 Make Submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Provide, after close of bid period, but before award of Contract, when requested by the Consultant, a copy of the following documents:.1 Valid Letter of Good Standing of the Certificate of

Recognition Program, issued to the Bidder by the Nova Scotia Construction Safety Association, indicating that the Bidder’s current standing falls into one of the following categories:.1 Certificate of Recognition..2 Audit Pending.

.2 Evidence of coverage under the Workers’ Compensation Act, R.S.N.S., and a Clearance Certificate indicating that the Bidder is in good standing.

.3 Submit Post-Bid Submissions requested by the Consultant, within forty-eight (48) hours of request, in order to be eligible to receive award of Contract.

.3 Subcontractors shall provide, to the Contractor, a copy of the following documents:.1 Valid Letter of Good Standing of the Certificate of

Recognition Program, issued to the Bidder by the Nova Scotia Construction Safety Association, indicating that the Subcontractor’s current standing falls into one of the following categories:.1 Certificate of Recognition..2 Audit Pending.

.2 Evidence of coverage under the Workers’ Compensation Act, R.S.N.S., and a Clearance Certificate indicating that the Bidder is in good standing.


1.2 Submittals (Cont’d) .4 Submit site-specific Health and Safety Plan within ten (10) days after Award of Contract, and prior to commencement of Work. Health and Safety Plan must include the following:.1 Results of site-specific safety-hazard assessment..2 Specific information detailing the methods and

procedures to be implemented by the regulations, and any other contractual requirements specified in this Section, and to ensure the following:.1 The health and safety of all persons at or near the

Work, including the public..2 Compliance with requirements of the regulatory

agencies..3 All Employers, contractors, Constructors, Suppliers,

Employees, Self-Employed Persons, Owners, Providers of Service, Architects and Engineers performing Work under this Contract comply with the requirements of all applicable regulatory agencies.

.5 Where changes to the work require changes to the OH&S methods and procedures, modify and resubmit the OH&S Document to the Consultant, prior to implementing the changes.

.6 Organize OH&S Document in the form of a typed instructional manual, using 8-1/2” x 11” paper, with tabbed sections headings. Document to be titled ‘OH&S Document - (Project Title).’.1 Where drawings are included within the safety document,

provide with reinforced, punched binder tab. Bind in with text; fold in larger drawing(s) to size of text pages.

.7 Arrange the contents under the following headings:.1 Employee OH&S Training:

.1 Include a statement indicating that all Employees, including Subcontractors working on this specific project, have met their respective company-specific training requirements, and training requirements of the oH&S Act and Regulations; and, as such, are deemed competent by their Employer to perform their duties. Include proof of designated competence, where required by the OH&S Act.


1.2 Submittals (Cont’d) .7 Arrange the contents under the following headings (Cont’d):.2 Company Safety Policy:

.1 Provide the company’s Occupational Health and Safety Policy. Include information pertaining to the Employees’ rights under the OH&S Act, and provide details on the assignment of responsibility and accountability of Managers, Supervisors, and Employees.

.3 Company Safety Rules:.1 Provide company general safety information

applying to every work environment where the company has staff, and indicating compliance with the policy on items including, but not limited to, use of personal protective equipment, CSA approval on such items, and use of alcohol and/or non-prescription drugs. Include company disciplinary policy for violations of company rules, and violations of OH&S Act and/or Regulations, including policy for dealing with violations of Subcontractors.

.4 Hazard Identification System:.1 Provide details on the system to be used to

evaluate the Project, to identify potential hazards, as well as details on the Project-specific hazards identified from said assessment. Include information on procedures and schedules for regular inspections, procedures for ensuring the reporting of hazards, and the accountability of persons responsible for the correction of hazards. Describe the scheduling and recording of informal inspections, formal written inspections, written hazard assessments, and include each in the assessment. Indicate how ongoing hazard assessments, and the methods to control these new hazards, will be communicated to all persons on the Project. Identify the Subcontractor’s responsibilities for hazard assessments and inspections of their own Work and Employees.

.5 Supervision:.1 Identify, in the submission, the General Contractor’s

employee designated to control and oversee all OH&S-related matters on the Project; including the monitoring of all activities of all persons on the Project, and the methods and procedures to be used by this Employee to ensure compliance with OH&S Act and Regulations.


1.2 Submittals (Cont’d) .7 Arrange the contents under the following headings (Cont’d):.6 Emergency Action Plan:

.1 Provide the following information:.1 First-aid services: Include location of first-aid

stations, attendants, services, supplies, and the posting of first-aid information.

.2 Posting of information: Include information identifying Trained Emergency-Response Staff, phone location for emergency use, project address, and all necessary emergency-service phone numbers and locations.

.3 Fire Protection: Advise local fire-Fighting Authority in the area of Work, of Project start-up date; and provide Fire-Fighting Authority access to, and a tour of, the Project, prior to commencement of Work. Advise the Fire-Fighting Authority, during the Project, of any Work that would impede fire apparatus response; including, but not limited to, reduced overhead clearances, erecting of fences/gates/barricades, and digging of trenches. INclude procedures for reporting of fires.

.4 Work Stoppage: Provide information on the securing of areas during emergencies, and how information is communicated to persons present on site during such emergencies.

.7 Joint Occupational Health and Safety Committee (JOHSC):.1 Provide rules of procedure under which the JOHSC

will operate, including, but not limited to, membership details, meeting schedules, posting of meeting minutes, chairing of meetings, and the role of the JOHSC on the Project. Provide information on Safety Representatives’ roles and responsibilities on the Project, during periods where a JOHSC is not in place.

.8 Project Security/Access Plan:.1 Provide a site plan, including, but not limited to,

vehicle access, employee access, gates, fencing, hoarding, and general site security.


1.2 Submittals (Cont’d) .7 Arrange the contents under the following headings (Cont’d):.9 Communication of Information:

.1 Describe methods to be used to communicate all OH&S-related information to all persons on the Project. Information is to include, but not be limited to, the posting of first-aid information, JOHSC Members names, JOHSC meeting minutes, copies of the OH&S Act and Regulations, copies of ongoing inspections and hazard assessments, etc.

.8 Submit two (2) copies of Contractor’s authorized representative’s work-site health and safety inspection reports to the Consultant on a monthly basis.

.9 Submit copies of reports or directions issued by federal, provincial, and territorial health and safety inspectors.

.10 Submit copies of incident and accident reports.

.11 Submit WHMIS MSDS (Material Safety Data Sheets)..1 Comply with requirement of workplace Hazardous

Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials; and regarding labelling and provision of material safety data sheets, acceptable to the Consultant.

.2 Deliver copies of WHMIS data sheets to the Consultant, on delivery of materials.

1.3 Meetings .1 Schedule and administer Health and Safety Meeting with Consultant, prior to commencement of Work.

1.4 RegulatoryRequirements

.1 Do Work in accordance with Section 01 41 00 - Regulatory Requirements.

1.5 General Requirements .1 Develop written site-specific Health and Safety Plan, based on hazard assessment prior to beginning site Work, and continue to implement, maintain, and enforce plan until final demobilization from site. Health and Safety Plan must address Project Specifications.

.2 The Consultant may respond, in writing, where deficiencies or concerns are noted, and may request resubmission with correction of deficiencies or concerns.


1.6 Responsibility .1 Be responsible for health and safety of persons on site, safety of property on site, and for protection of persons adjacent to site and environment, to the 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, territorial, and local statutes, regulations, and ordinances, and with site-specific Health and Safety Plan.

1.7 ComplianceRequirements

.1 Comply with Occupational Health and Safety Act, Occupational Safety General Regulations, N.S. Reg.

1.8 Unforeseen Hazards .1 When unforeseen or peculiar safety-related factors, hazards, or conditions occur during performance of Work, follow procedures in place for Employee’s Right to Refuse Work, in accordance with Acts and Regulations of province of Nova Scotia, and advise the Consultant verbally and in writing.

1.9 Health and SafetyCoordinator

.1 Should material resembling hazardous materials, other than those identified with the Contract Documents, including, but not limited to spray- or trowel-applied asbestos, be encountered in the course of Work, stop Work immediately. Do not proceed until written instructions have been received from the Consultant.

.2 Where Work entails the use, storage, and/or disposal of toxic and/or hazardous materials, chemicals, and/or explosives, or otherwise creates a hazard to life, safety, health, and/or the environment, Work shall be in accordance with the jurisdictional authority.

1.10 Posting of Documents .1 Ensure that applicable items, articles, notices, and orders are posted in conspicuous locations on site, in accordance with Acts and Regulations of the province of Nova Scotia.

1.11 Correction ofNon-Compliance

.1 Immediately address health and safety non-compliance issues identified by authority/authorities having jurisdiction.

1.12 Blasting .1 Blasting or other use of explosives is not permitted.

1.13 Powder ActuatedDevices

.1 Use powder actuated devices only after receipt of written permission from the Owner.


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

1.15 Electrical Lock-Out .1 Ensure that electrical lock-out procedures are in place, and that a Guarantee of Isolation is obtained, before starting work on any electric circuit and/or facility.

.2 Provide the Consultant with a written copy of the lock-out procedures, before any electrical work commences on this project.

.3 The electrical lock-out procedures shall be in accordance with requirements and regulations of the Provincial Government, Workers’ Compensation Board, and Municipal Statues and Authorities; and shall include lock-out tags, a written record of all events (signed off), etc.

.4 All Guarantees of Isolation and copies of all lock-out tags shall be turned over to the Consultant, when the work and/or live test for which the Guarantee of Isolation was issued, is completed.

.5 Ensure that all individuals working on electrical circuits and facilities are aware of the electrical lock-out procedures; and that the procedures are legibly typed and posted at the site, at a location accessible to, and frequented by, all Workers.

1.16 Fire SafetyRequirements

.1 Enforce fire-protection methods, good housekeeping, and adherence to local and underwriter’s fire regulations including, but not limited to, Fire Protection Act, and the Provincial Building Code Act. Provide UL-approved fire extinguishers, and other fire-fighting equipment services and equipment, except where more explicit requirements are specified as the responsibility of individual Sections.

.2 Advise the Fire Chief in the area of Work, of any Work that would impede fire-apparatus response; including, but limited to, violation of minimum overhead clearance as prescribed by the Fire Chief, and/or the erection of barricades.

.3 Fire Separations:.1 Ensure that fire separations are installed to maintain

total integrity, and that they are not breached by Work following their installation.


1.16 Fire SafetyRequirements (Cont’d)

.3 Fire Separations (Cont’d):.2 Replace fire separations which have suffered a lessening

of their required rating during construction.

.4 Ensure that nothing subverts the integrity of fire protection provided for the building structure.

.5 Coordinate Work of all Sections so that they do not encroach on space required for fire protection and its installation. Ensure that fire protection damaged during construction is totally replaced.

.6 All persons performing welding and/or cutting operations must be qualified to, at least, provincial legislation. See Technical Specifications to determine if more stringent qualifications are specified.

.7 Welding and/or cutting operations shall not be undertaken without prior authorization, in the form of a written permit from the Consultant.

.8 The permit shall be completed in full; one (1) copy being retained by the Consultant, and one (1) copy by the Worker/Workers. The permit shall be signed by the Consultant, before Work can be started; and by the Worker/Workers, when the Work has been completed. The Contractor is to submit, to the Consultant, a copy of the permit, signed by the Workers after completion of the Work.

.9 Prior to the issuance of the permit, the Consultant shall inspect the Work site to ensure that fire-protection equipment is in place before welding or cutting operations take place.

.10 All welding equipment and torches shall be of an approved type.

1.17 Fire Protection andAlarm Systems

.1 Fire protection and alarm systems shall not be:.1 Obstructed..2 Shut off; and/or.3 Left inactive and the end of a working day or shift.

.2 Fire hydrants, standpipes, and hose systems shall not be used for other than fire-fighting equipment.


1.17 Fire Protection andAlarm Systems (Cont’d)

.3 The Contractor is liable for all costs incurred by the Fire Department and the Building Owner (and Tenants), resulting from setting off false alarms.

1.18 Reporting Fires .1 Know the location of the nearest fire-alarm box and telephone, including the emergency phone number.

1.19 Confined Spaces .1 All work in confined spaces shall be carried out in compliance with the Occupational Health and Safety Act, and related regulations.

.2 The Contractor shall provide and maintain all equipment, as required by any person, to enter and/or perform work in a safe manner..1 At the Consultant’s request, the Contractor agrees to

provide to Department Employees and/or its Consultants, all necessary equipment to enter the confined space; and this Contractor acknowledges that he/she is responsible for the safety and efficacy of this equipment.

.3 The Contractor shall provide and maintain training, as required by the latest edition of the Occupational Health and Safety Act..1 The Contractor and his/her Employees shall provide

proof of training and qualifications, when requested by the Consultant.

.4 The Contractor shall provide the Consultant with a copy of an “Entry Permit” for each and every entry into the confined space, to ensure compliance therein.

.5 The Contractor shall have a hazardous assessment of the confined space performed..1 This Contractor is to provide the Consultant with a copy

of the hazardous assessment.

.6 For the purposes of this Contract, “confined space” means an enclosed or partially-enclosed space that:.1 Is not designed or intended for human occupancy, except

for the purpose of performing work;.2 Has restricted means of access and egress; and


1.19 Confined Spaces (Cont’d)

.6 For the purposes of this Contract, “confined space” means an enclosed or partially-enclosed space that (Cont’d):.3 May become hazardous to an Employee entering it due

to:.1 Its design, construction, location, and/or

atmosphere;.2 The materials and/or substances in it; and/or.3 Any other condition relating to it.




Cape Breton University Section 01 35 43Marvin Harvey Building Environmental ProceduresRoof Replacement Page ! of !1 7TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Work of this Section will be performed in such a manner as to prevent environmental damage to watercourses and surrounding property.

.2 It is the responsibility of the Contractor to ensure that regulations respecting protection of the environment during Work of this Section are understood and followed. Obtain necessary permits and approvals from authorities having jurisdiction.

.3 The Contractor’s Site Foreman is to have completed the Nova Scotia Department of Transportation and Infrastructure Renewal (NSDTIR) Certificate of Training (Green Card) for training of responsible personnel in erosion and sediment control.

.4 The Contractor is to provide environmental training for all of their workers on site. Training is to include a review of site-specific procedures and management plans, including Sedimentation and Erosion Control, Construction Waste Management, and Environmental Protection Plan.

.5 Cover and/or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control for roads used to access site. Control particulate discharge resulting from demolition, cutting, and grinding operations. Use water sprinkling to control dust generation.

.6 It is emphasized that control of water and prevention of siltation is the responsibility of the Contractor. Payment for the installation and maintenance of sediment traps and siltation fences will be considered incidental to the completion of the Works.


1.2 References .1 Definitions:.1 Environmental Pollution and Damage: Presence of

chemical, physical, biological elements or agents which adversely affect human health and welfare; unfavourably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade environment aesthetically, culturally, and/or historically.

.2 Environmental Protection: Prevention/control of pollution and habitat or environment disruption during construction. Control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material, as well as other pollutants.

.2 The following reference documents form a part of these Specifications:.1 Sulphide Bearing Material Disposal Regulations and

Guidelines for Development of Slate Sites in Nova Scotia.

.2 Nova Scotia Environment construction and Demolition Debris Disposal Site Guidelines - latest edition.

.3 Nova Scotia Department of Transportation and Infrastructure Renewal (NSDTIR) - Erosion and Sediment Control for construction and Building Sites - latest edition.

.4 NSDTIR Standard Specification for Highway Construction - latest edition.

.5 Province of Nova Scotia Special Places Act.

1.3 Permits and Approvals .1 Obtain copies of any permits or approvals issued by approval agencies. Review and comply with all conditions contained in permit or approval.

.2 Where permits or approval are required and not obtained at time of bidding, be responsible for obtaining permits or approvals. The Activity Designation Regulations made under the Nova Scotia Environment Act list all activities which require an approval from the Nova Scotia Environment and Nova Scotia Department of Labour.

.3 Ensure that all Staff and Subcontractors are aware of all terms and conditions.


1.4 Action andInformationalSubmittals

.1 Provide Submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Prior to commencing construction activities or delivery of materials to site, provide Environmental Protection Plan for review by the Owner and the Consultant.

.3 Ensure that the Environmental Protection Plan includes comprehensive overview of known or potential environmental issues to be addressed during construction.

.4 Address topics at the level of detail commensurate with environmental issue and required construction tasks.

.5 Include in the Environmental Protection Plan the following:.1 Name(s) of person(s) responsible for ensuring adherence

to Environmental Protection Plan..2 Name(s) and qualifications of person(s) responsible for

manifesting hazardous waste to be removed from site..3 Name(s) and qualifications of person(s) responsible for

training site personnel..4 Descriptions of environmental protection personnel

training program..5 Erosion and Sediment Control Plan identifying type and

location of erosion and sediment controls to be provided, including monitoring and reporting requirements, to ensure that control measures are in compliance with erosion and sediment control plan, as well as federal, provincial, and municipal laws and regulations.

.6 Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials, including methods to control runoff and to contain materials on site.

.7 Traffic Control Plans, including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Ensure that plans include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

.8 Work Area Plan showing proposed activity in each portion of area, and identifying areas of limited use or non-use. Ensure that the plan includes measures for marking limits of use areas and methods for protection of features to be preserved within authorized work areas.


1.4 Action andInformationalSubmittals (Cont’d)

.5 Include in the Environmental Protection Plan the following (Cont’d):.9 Spill Control Plan, including procedures, instructions, and

reports to be used in the event of unforeseen spill of regulated substance.

.10 Non-Hazardous Solid Waste Disposal Plan identifying methods and locations for solid waste disposal, including clearing debris.

.11 Air Pollution Control Plan detailing provisions to ensure that dust, debris, materials, and trash are contained on the Project Site.

.12 Contaminant Prevention Plan identifying potentially hazardous substances to be used on the Job Site; intended actions to prevent introduction of such materials in air, water, or ground; and detailing provisions for compliance with federal, provincial, and municipal laws and regulations for storage and handling of these materials.

.13 Waste Water Management Plan identifying methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines.

.14 Historical, Archaeological, Cultural Resources, Biological Resources, and Wetlands Plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands.

.15 Pesticide Treatment Plan to be included and updated, as required.

1.5 Fires .1 Fires and burning of rubbish on site is not permitted.

1.6 Drainage .1 Control disposal or runoff of water containing suspended materials or other harmful substances with use of siltation fences, sedimentation ponds, diversion ditches, silt curtains, sedimentation blankets, slope stabilization, and the like, in accordance with required environmental regulations, permits, or approvals, and authorities having jurisdiction.

.2 Provide temporary drainage and pumping, as necessary, to keep excavations and site free from water.

.3 Do not pump water containing suspended materials into waterways, sewer, or drainage systems.


1.7 Site Clearing andPlant Protection

.1 Protect trees and plants on site and adjacent properties, as indicated.

.2 Wrap in burlap, trees and shrubs adjacent to construction work, storage areas, and trucking lanes.

.3 Protect roots of designated trees to dripline during excavation and site grading, to prevent disturbance or damage. Avoid unnecessary traffic, dumping, and storage of materials over root zones.

.4 Minimize stripping of topsoil and vegetation.

.5 Restrict tree removal to areas indicated or designated by the Consultant.

1.8 Work Adjacent toWaterways

.1 Do not operate construction equipment in watercourse, or in any way alter a watercourse or withdraw water from a watercourse, without first obtaining necessary permits and approvals.

.2 Do not use watercourse beds or banks for borrow material.

.3 Do not dump excavated fill, waste material, or debris in watercourse.

.4 Design and construct temporary crossings to minimize erosion to watercourse.

.5 Do not skid logs or construction materials across waterways.

.6 Avoid spawning beds when constructing temporary crossings of watercourses.

.7 Do not blast under watercourses or within 300’ of spawning beds, without obtaining necessary permits and approvals.

.8 Provide a buffer zone in combination with appropriate erosion and sedimentation control when working adjacent to watercourse. Consult with regulatory agencies.

1.9 Pollution Control .1 Maintain temporary erosion and pollution control features installed under this Contract.

.2 Control emissions from equipment and plant to local authorities’ emission requirements.


1.9 Pollution Control (Cont’d)

.3 Prevent sandblasting and other extraneous materials from contaminating air and waterways beyond application area.

.4 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control for temporary roads used to access site.

1.10 Historical/Archaeological Control

.1 Provide historical, archaeological, cultural resources, biological resources, and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources, and wetlands known to be on Project Site; and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources, and wetlands not previously known to be on site or in area are discovered during construction.

.2 Plan: Include methods to ensure protection of known or discovered resources, and identify lines of communication between Contractor’s personnel, the Owner, and the Consultant.

.3 Undertake Work in compliance with the province of Nova Scotia’s Special Places Act.

.4 Immediately notify the Project Manager, the Consultant, and the Owner whenever historic artifacts are encountered.

1.11 Notification .1 The Consultant or the Project Manager will notify the Contractor, in writing, of observed noncompliance with federal, provincial, or municipal environmental laws or regulations, permits, and other elements of the Contractor’s Environmental Protection Plan.

.2 Contractor: After receipt of such notice, inform the Project Manager and the Consultant of proposed corrective action, and take such action, only after is has been presented to, and approved by, the Consultant and the Project Manager.

.3 The Owner will issue a stop order of work, until satisfactory corrective action has been taken.

.4 No time extensions will be granted or equitable adjustments allowed to the Contractor for such suspensions.





Cape Breton University Section 01 41 00Marvin Harvey Building Regulatory RequirementsRoof Replacement Page ! of !1 1TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 References and Codes .1 Perform Work in accordance with the latest edition of the Nova Scotia Building Code Regulations - Building Code Act of Nova Scotia, including amendments up to tender closing date, and other codes of provincial or local application, provided that, in the case of conflict or discrepancy, the more stringent requirements will apply.

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

1.2 Hazardous MaterialDiscovery

.1 Asbestos: Stop Work immediately should materials believed to contain asbestos be encountered during the execution of Work, and notify the Owner. Do not proceed until written instructions have been received from the Owner.

.2 Mould: Stop Work immediately should material resembling mould be encountered during the execution of Work, and notify the Owner. Do not proceed until written instructions have been received from the Owner.

1.3 Building SmokingEnvironment

.1 Comply with smoking restrictions and municipal by-laws.




Cape Breton University Section 01 45 00Marvin Harvey Building Quality ControlRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Inspection and testing, administrative, and enforcement requirements.

.2 Tests and mix designs.

.3 Mock-ups.

.4 Mill tests.

.5 Equipment and system adjust and balance.

1.2 Related Sections .1 Project Coordination Section 01 31 00

.2 Submittal Procedures Section 01 33 00

1.3 Inspection .1 Allow the Consultant and the Owner access to Work. If part of Work is in preparation at locations other than the Place of the Work, allow access to such Work, whenever it is in progress.

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

.3 If the 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.

.4 The Consultant may order 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 to be not in accordance with the Contract Documents, correct such Work, and pay the cost of examination and correction. If such Work is found to be in accordance with Contract Documents, the Owner shall pay the cost of examination and replacement.


1.4 Independent InspectionAgencies

.1 At the Owner’s discretion, independent Inspection/Testing Agencies will be engaged by the Owner for the purpose of inspecting and/or testing portions of Work. Cost of such services will be borne by the Owner.

.2 Allocated Costs: To Section 01 21 00 - Allowances, and Section 01 29 83 - Payment Procedures For Testing Laboratory Services.

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

.4 The Owner’s employment of inspection/testing agencies does not relax responsibility to perform Work in accordance with Contract Documents.

.5 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 Consultant, at no cost to the Owner or the Consultant. Pay costs for retesting and re-inspection.

1.5 Access to Work .1 Allow inspection/testing agencies access to Work, off-site manufacturing, and fabrication plants.

.2 Cooperate to provide reasonable facilities for such access.

1.6 Procedures .1 Notify appropriate agency and the 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 orderly sequence so as not to cause delays in the Work.

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


1.7 Rejected Work .1 Remove defective Work which has been rejected by the Owner and/or the Consultant, as failing to conform to Contract Documents, whether the result of poor workmanship, use of defective products, or damage, and whether incorporated in Work or not. Replace or re-execute in accordance with Contract Documents.

.2 Promptly make good other contractor’s work damaged by such removals or replacements.

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

1.8 Reports .1 Submit four (4) copies of inspection and test reports, plus electronic copies in pdf format, to the Consultant.

.2 Provide copies to Subcontractor of Work being inspected or tested, and to the manufacturer or fabricator of material being inspected or tested.

.3 Include a copy of all inspection and test reports in Operation and Maintenance Manuals.

1.9 Tests and Mix Designs .1 Furnish test results and mix designs, as requested.

.2 Costs of tests and mix designs, beyond those called for in the Contract Documents, or beyond those required by law of the Place of the Work, will be appraised by the Consultant, and may be authorized as recoverable.

1.10 Mock-Ups .1 Prepare mock-ups for Work specifically requested in Specifications. Include for Work of Sections required to provide mock-ups.

.2 Construct in locations acceptable to the Consultant, as specified in specific Section.

.3 Prepare mock-ups for the Owner’s and the Consultant’s review, with reasonable promptness and in orderly sequence, to not cause delays in Work.


1.10 Mock-Ups (Cont’d) .4 Failure to prepare mock-ups in ample time is not considered sufficient reason for extension of Contract Time, and no claim for extension by reason of such default will be allowed.

.5 Specifications Section identifies whether mock-up may remain as part of Work, or if it is to be removed, and when.

.6 Reviewed and accepted mock-ups will become standards of workmanship and material against which installed work will be verified.

1.11 Mill Tests .1 Submit mill-test certificates as required by Specifications Sections.

1.12 Equipment and Systems .1 Submit adjustment and balancing reports for mechanical, electrical, and building-equipment systems.

.2 Mechanical to be coordinated with Mechanical Division.

.3 Electrical to be coordinated with Electrical Division.




Cape Breton University Section 01 51 00Marvin Harvey Building Temporary UtilitiesRoof Replacement Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Related Sections .1 Construction Facilities Section 01 52 00


1.2 Submittals .1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

1.3 Installation and Removal .1 Provide temporary utilities controls in order to execute Work expeditiously.

.2 Remove from site all such work after use.

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

1.5 Water Supply .1 Provide a continuous supply of potable water for construction use.

.2 Arrange for connection with appropriate utility company and pay costs for installation, maintenance, and removal.

1.6 Temporary Heating andVentilation

.1 Provide and pay for temporary heating required during construction period, including attendance, maintenance, and fuel. (NOT APPLICABLE)

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

.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.


1.6 Temporary Heating andVentilation (Cont’d)

.4 Maintain temperatures of minimum ten degrees celsius (10ºC) in areas where construction is in progress. Maintain relative humidity less than fifty-five percent (55%) in areas where construction is in progress. (NOT APPLICABLE)

.5 Ventilating:.1 Prevent accumulations of dust, fumes, mists, vapours, or

gases in areas occupied during construction..2 Provide local negative air exhaust ventilation (with HEPA

units) 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 ensure removal of harmful contaminants prior to tenant’s occupancy.

.6 The use of permanent heating system of building is not permitted.

.7 Maintain strict supervision of operation of temporary heating and ventilating equipment to:.1 Conform to 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.

.8 Be responsible for damage to Work due to failure to provide adequate heat and protection during construction.

1.7 Temporary Light andPower

.1 Provide and pay for temporary power during construction for temporary lighting and operating of power tool, including final energization until the Work is Substantially Performed.

.2 Arrange for connection with appropriate utility company. Pay costs for installation, maintenance, and removal of cables, distribution and branch panel-boards, poles, lighting, heating, and general power receptacles, as required.

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


1.7 Temporary Light andPower (Cont’d)

.4 Provide and maintain temporary lighting throughout the Project. Ensure that the level of illumination on all floors and stairs is not less than 162 lx.

.5 The General Contractor is responsible for payment of electrical energy costs associate with temporary power up to the date of Substantial Completion.

1.8 TemporaryCommunicationFacilities

.1 Provide and pay for temporary telephone hook-up and line(s).

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

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




Cape Breton University Section 01 52 00Marvin Harvey Building Construction FacilitiesRoof Replacement Page ! of !1 6TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Construction aids.

.2 Office and sheds.

.3 Parking.

.4 Project Identification and site signage.

1.2 Related Sections .1 Health and Safety Requirements Section 01 35 29

.2 Temporary Utilities Section 01 51 00


1.3 References .1 Canadian General Standards Board (CGSB)..1 CAN/CGSB 1.189-latest edition, Exterior Alkyd Primer for

Wood..2 CGSB 1.59-latest edition, Alkyd Exterior Gloss Enamel.

.2 Canadian Standards Association (CSA International)..1 CSA-A23.1/A23.2-latest edition, Concrete Materials and

Methods of Concrete Construction/Methods of Test and Standard Practices for Concrete.

.2 CSA-0121-latest edition, Douglas Fir Plywood.

.3 CAN/CSA-S269.2-latest edition, Access Scaffolding for Construction Purposes.

.4 CAN/CSA-Z321-latest edition, Signs and Symbols for the Occupational Environment.

.3 U.S. Environmental Protection Agency (EPA)/Office of Water..1 EPA 832R92005, Storm Water Management for

construction Activities: Developing Pollution Prevention Plans and Best Management Practices.

1.4 Submittals .1 Provide Submittals in accordance with Section 01 33 00 - Submittal Procedures.

1.5 Installation and Removal .1 Provide construction facilities in order to execute Work expeditiously.


1.5 Installation and Removal (Cont’d)

.2 Remove from Site all such Work after use.

1.6 Scaffolding .1 Scaffolding to be in accordance with CAN/CSA-S269.2.

.2 Provide and maintain scaffolding in a rigid, secure, and safe manner.

1.7 Hoisting .1 Provide, operate, and maintain hoists and cranes required for moving of Workers, materials, and equipment. Make financial arrangements with Subcontractors for their use of hoists.

.2 Hoists and cranes are to be operated by a qualified operator.

1.8 Site Storage/Loading .1 Refer to CCDC 2, GC 3.12.

.2 Confine Work and operations of Employees by Contract Documents. Do not unreasonably encumber premises with products.

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

1.9 Construction Parking .1 Only Owner-approved parking for designated permit vehicles will be permitted on site, provided it does not disrupt the performance of Work and/or the ongoing operations of nearby buildings.

.2 Parking for labour and on-site construction forces will be off site, on another lot, to be designated by the Owner, and enforced by the Contractor’s Foreman.

.3 Provide and maintain adequate access to Project Site.

1.10 Security .1 Refer to Section 01 14 00 - Work Restrictions.

1.11 Offices(NOT APPLICABLE)

.1 Provide and office, heated to twenty-two degrees Celsius (22ºC), lighted to 750 lx, and ventilated, of sufficient size to accommodate site meetings and furnished with drawing layout table.

.2 Provide marked and fully stocked first-aid case, in a readily available location.

.3 Subcontractors are to provide their own offices, as necessary. Direct location of these offices.


1.11 Offices (Cont’d)(NOT APPLICABLE)

.4 Owner’s Representative’s Site Office:.1 Provide temporary office for the Owner’s Representative..2 Inside dimensions to be minimum 3.6 m long x 3 m wide

x 2.4 m high, with floor at 0.3 m above grade, complete with four (4) fifty percent (50%) opening windows and one (1) lockable door.

.3 Insulate building and provide heating system to maintain twenty-two degrees Celsius (22ºC) inside temperature at minus twenty degrees Celsius (-20ºC) outside temperature.

.4 Finish inside walls and ceiling with plywood, hardboard or wallboard, and paint, in selected colours. Finish floor with 19 mm thick plywood.

.5 Install electrical lighting system to provide a minimum 750 lx using surface-mounted, shielded commercial fixtures with ten (10) upward light component.

.6 Provide private washroom facilities adjacent to the office, complete with a flush or chemical type toilet, lavatory, and mirror, and maintain an ample supply of paper towels and toilet tissue.

.7 Equip office with 1m x 2 m table, four (4) chairs, 6 m of shelving at 300 mm wide, one (1) three-drawer filing cabinet, one (1) plan rack, and one (1) coat rack and shelf.

.8 Maintain in clean condition.

1.12 Equipment, Tool, andMaterials Storage

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

.2 Locate materials not required to be stored in weatherproof sheds on site, in a manner to cause the least interference with Work activities.

1.13 Sanitary Facilities .1 Provide sanitary facilities for Work force in accordance with governing regulations and ordinances.

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

1.14 Construction Signage(NOT APPLICABLE)

.1 The General Contractor shall provide and maintain, within three (3) weeks of signing Contract, a project sign, in a location designated by the Consultant.


1.14 Construction Signage (Cont’d)(NOT APPLICABLE)

.2 Construct a Project sign, 8’ x 16’ of wood-braced frame and plywood construction, painted with exhibit lettering produced by a professional sign painter. Provide sufficient structural integrity to resist and withstand wind-uplift loads.

.3 Indicate, on Project sign, a rendered image of the building, the names and logos of the Owner, the General Contractor, the Consultant and the Contractors, in a design style established by the Consultant. Allow for three (3) colours in the graphics, and full colour in the rendering. Consultant to provide sign graphic.

.4 Signs and notices for safety and instruction to be in both official languages. Graphic symbols to CAN/CSA-Z321 Provide signage, mounted on self-supporting stands, warning the public of construction activities in progress, and alerting of the need to exercise caution when proceeding through disturbed areas of the facility, and directing the public through any detours which may be required. Signage to be professionally printed in high-contract colours, and be provided with hardboard backing. Message content to be provided by the Owner. Maximum sign size to be approximately nine square feet (9 ft2) in area. Quantity and location of signs will depend on the number of areas under construction. Review locations, on site, with the Owner and the Consultant.

.5 Maintain approved signs and notices in good condition for the duration of the Project, and dispose of, off site, upon completion of the Project, or earlier, if directed by the Owner.

.6 No other signs or advertisements, other than warning signs, are permitted on site.

1.15 Protection andMaintenance of Traffic

.1 Provide access and temporary relocated roads as necessary to maintain traffic. Clear snow as required.

.2 Maintain and protect traffic on affected roads during construction period, except as otherwise specifically directed by the Owner.

.3 Provide measures for protection and diversion of traffic, including provision of watch-persons and flag-persons; erection of barricades; placing of lights around and in front of equipment and Work; and erection and maintenance of adequate warning, danger and direction signs.


1.15 Protection andMaintenance of Traffic (Cont’d)

.4 Protect the travelling public from damage and injury to person and property.

.5 Contractor’s traffic on roads selected for hauling material to and from site is to interfere as little as possible with public traffic.

.6 Verify the adequacy of existing roads and allowable load limit on these roads. The Contractor is responsible for repair of damage to roads, caused by construction operations.

.7 Construct necessary access and haul roads.

.8 Haul roads to be constructed with suitable grades and widths. Sharp curves, blind corners, and dangerous cross traffic shall be avoided.

.9 Provide necessary lighting, signs, barricades, and distinctive markings for safe movement of traffic.

.10 Dust control must be adequate to ensure safe operation at all times.

.11 Location, grade, width, and alignment of construction and hauling roads to be subject to the approval of the Owner.

.12 Lighting must be sufficient to ensure full and clear visibility for full width of haul road and work areas during night work operations.

.13 Provide snow removal for access roads and parking lots at the construction site during the period of Work, to the approval of the Owner.

.14 Remove, upon completion of Work, haul roads designated by the Owner.

1.16 Clean-Up .1 Remove construction debris, waste materials, and packaging material from the Work site daily.

.2 Clean dirt and mud tracked onto paved or surfaces roadways.

.3 Store salvageable materials resulting from demolition activities.


1.16 Clean-Up (Cont’d) .4 Stack stored new or salvaged material not in construction facilities.




Cape Breton University Section 01 56 00Marvin Harvey Building Temporary BarriersRoof Replacement and Enclosures Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Barriers and hoarding.

.2 Environmental controls.

.3 Traffic controls.

.4 Fire routes.

1.2 Related Sections .1 Work Restrictions Section 01 14 00

.2 Temporary Utilities Section 01 51 00

.3 Construction Facilities Section 01 52 00

1.3 Installation and Removal .1 Provide temporary controls in order to execute Work expeditiously.

.2 Remove from site all such work after use.

1.4 Hoarding(NOT APPLICABLE)

.1 Erect temporary site enclosures using 2” x 4” construction-grade lumber framing at 24” centres, and 2’-0” x 4’-0” x 1/2” exterior-grade plywood.

.2 Apply plywood panels vertically, flush and butt jointed, or install a chain link fence.

.3 Provide one (1) lockable truck entrance gate and at least one (1) pedestrian door, as directed, and conforming to applicable traffic restrictions on adjacent streets. Equip gates with lock 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 (1) coat of primer, and one (1) coat of exterior paint. Maintain public side of enclosure in clean condition. In finished areas, provide temporary hoarding, finished to match adjacent areas, as directed by the Consultant.


1.4 Hoarding (Cont’d)(NOT APPLICABLE)

.6 Erect temporary site enclosure using new 4’-0”-high snow fence, wired to rolled steel “T”-bar fence posts spaced at 8’-0” on centre. Provide one (1) lockable truck gate. Maintain fence in good repair.

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

.8 Where the Work requires removal of security barriers such as doors, wall areas, etc., for extended periods, supply and install temporary hoarding to enclose such unprotected areas. Work areas must remain secured at all times. The Contractor’s security barriers shall provide the same degree of security as the door, wall section, etc., that it is temporarily replacing.

1.5 Guard Rails andBarricades

.1 Provide secure, rigid guard rails and barricades around roofs and other locations where fall risk is present.

.2 Provide guard rails and barricades as required by governing authorities.

1.6 Weather Enclosures .1 Provide weathertight 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; and enclose building interior work for temporary heat.

.3 Design enclosures to withstand wind pressure and snow loading.

.4 Erect enclosures to allow access for installation of materials and working inside enclosures.

1.7 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 the public.

.2 Maintain and relocated protection until such Work is complete.

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


1.8 Access to Site (Cont’d)

.2 Build and maintain temporary roads where indicated or directed, and provide snow removal during period of Work.

.3 If authorized to use existing roads for access to Project site, maintain such roads for duration of Contract, and make good damage resulting from Contractor’s use of roads.

1.9 Public Traffic Flow .1 Provide and maintain competent signal flag operators, traffic signals, barricades, as well as flares, lights, and/or lanterns, as required to perform Work and protect the public.

1.10 Fire Routes .1 Maintain access to property, including overhead clearances for use by emergency-response vehicles. Clear snow as required.

1.11 Protection for Off-Siteand Public Property

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

.2 Be responsible for damage incurred.

1.12 Protection of BuildingFinishes

.1 Provide protection for finished and partially finished building finishes and equipment during performance of Work. Protect metal decking to remain.

.2 Provide necessary screens, covers, and hoardings.

.3 Confirm, with the Owner, locations and installation schedule, three (3) days prior to installation.

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




Cape Breton University Section 01 61 00Marvin Harvey Building Common ProductRoof Replacement Requirements Page ! of !1 7TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Product quality, availability, storage, handling, protection, and transportation.

.2 Manufacturer(s)’ instructions.

.3 Workmanship, coordination, and fastenings.

.4 Existing utilities.

1.2 Related Sections .1 Quality Control Section 01 45 00

.2 Execution, Cutting and Patching Section 01 73 00

1.3 References .1 Within the text of each Specifications Section, reference may be made to reference standards. conform to these reference standards, in whole or in part, as specifically requested in Specifications.

.2 Conform to latest date of issue of referenced standards in effect on the date of submission of tenders, except where specific date of issue is specifically noted.

.3 If it is questionable whether products or systems are in conformance with applicable standards, the Consultant reserves the right to have such products or systems tested to prove or disprove conformance.

.4 The cost for such testing will be borne by the Owner in the event of conformance with Contract Documents, or by the Contractor in the event of non-conformance.

1.4 Quality .1 Products, materials, equipment, and articles incorporated in Work shall be new, not damaged or defective, and of the best quality, and compatible with Specifications, for the purpose intended. If requested, furnish evidence as to type, source, and quality of products provided.


1.4 Quality (Cont’d) .2 Defective products, whenever identified prior to completion of Work, will be rejected, regardless of previous inspections. Inspection does not relieve responsibility, but is precaution against oversight or error. Remove and replace defective products at own expense, and be responsible for delays and expenses caused by rejection.

.3 Should disputes arise as to quality or fitness of products, decision rests strictly with the Consultant, based upon the requirements of the Contract Documents.

.4 Unless otherwise indicated in the Specifications, maintain uniformity of manufacture for any particular or like item throughout the building.

.5 Permanent labels, trademarks, and nameplates on products are not acceptable in prominent locations, except where required for operating instructions, or when located in mechanical or electrical rooms.

1.5 Availability .1 Immediately upon signing Contract, review product delivery requirements, and anticipate foreseeable supply delays for items. If delays in supply of products are foreseeable, notify the consultant of such, in order that substitutions or other remedial action may be authorized in ample time to prevent delay in performance of Work.

.2 In the event of failure to notify the Consultant at commencement of Work, and should it subsequently appear that Work may be delayed for such reason, the Consultant reserves the right to substitute more readily available products of similar character, at no increase in Contract Price or Contract Time.

1.6 Storage, Handling, andProtection

.1 Handle and store products in manner to prevent damage, adulteration, deterioration, and soiling, and in accordance with manufacturer’s instructions when applicable.

.2 Store packaged or bundled products in original and undamaged condition, with manufacturer’s seals and labels intact. Do not remove from packaging or bundling until required in Work.

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


1.6 Storage, Handling, andProtection (Cont’d)

.4 Store cementitious products clear of earth or concrete floors, and away from walls.

.5 Keep sand, when used for grout or mortar materials, clean and dry. Store sand on wooden platforms and cover with waterproof tarpaulins during inclement weather.

.6 Store sheet materials and lumber of flat, solid supports, and keep clear of ground. Slope to shed moisture.

.7 Store and mix paints in heated and ventilated room. Remove oily rags and other combustible debris from site daily. Take every precaution necessary to prevent spontaneous combustion.

.8 Remove and replace damaged products at own expense, and to the satisfaction of the Consultant.

.9 Touch-up damaged factory-finished surfaces to the Owner’s satisfaction. Use touch-up materials to match original. Do not paint over nameplates.

1.7 Transportation .1 Pay costs of transportation of products required in performance of Work.

.2 Transportation cost of products supplied by Owner will be paid for by the Owner. Unload, handle, and store such products.

1.8 Manufacturer’sInstructions

.1 Unless otherwise indicated in Specifications, install or erect products in accordance with manufacturer’s instructions. Do not rely on labels or enclosures provided with products. Obtain written instructions directly from manufacturers.

.2 Notify the Consultant, in writing, of conflicts between the Specifications and manufacturer’s instructions, so that the Consultant may establish the course of action.

.3 Improper installation or erection of products, due to failure to comply with these requirement, authorizes the Consultant to require removal and reinstallation at no increase in Contract Price or Contract Time.


1.9 Quality of Work .1 Ensure that Quality of Work is of the highest standard, executed by Workers experienced and skilled in respective duties for which they are employed. Immediately notify the consultant if the required Work is such as to make it impractical to produce the required results.

.2 Do not employ anyone unskilled in their required duties. The Consultant reserves the right to require dismissal from the site, Workers deemed incompetent or careless.

.3 Decisions as to the standard or fitness of Quality of Work, in cases of dispute, rest solely with the Consultant, whose decision is final.

1.10 Coordination .1 Ensure cooperation of Workers in laying out Work. Maintain efficient and continuous supervision.

.2 Be responsible for coordination and placement of openings, sleeves, and accessories.

1.11 Concealment .1 In finished areas, conceal pipes, ducts, and wiring in floors, walls, and ceilings, except where indicated otherwise.

.2 Before installation, inform the Consultant if there is interference. Install as directed by the Consultant.

1.12 Remedial Work .1 Perform remedial work required to repair or replace parts or portions of work identified as defective or unacceptable. Coordinate adjacent affected Work as required.

.2 Perform remedial work by specialists familiar with materials affected. Perform in a manner to neither damage nor put at risk any portion of Work.

1.13 Location of Fixtures .1 Consider the location of fixtures, outlets, and mechanical and electrical items indicated 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 the Consultant of conflicting installation. Install as directed.


1.13 Location of Fixtures (Cont’d)

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

1.14 Fastenings - General .1 Provide metal fastenings and accessories in same texture, colour, and finish as adjacent materials, unless indicated otherwise.

.2 Prevent electrolytic action between dissimilar metals and materials.

.3 Use non-corrosive hot-dip galvanized steel fasteners and anchors for securing exterior work, unless stainless steel or other material is specifically requested in affected Specifications Section.

.4 Space anchors within individual load limit or shear capacity, and ensure that they provide positive permanent anchorage. Wood, or any other organic material plugs are not acceptable.

.5 Keep exposed fastenings to a minimum, space evenly, and install neatly.

.6 Fastenings which cause spalling or cracking of materials to which anchorage is made are not acceptable.

.7 Obtain Owner’s approval before using explosive-actuated fastening devices. If approval is obtained, comply with latest edition of CSA Z166.

1.15 Fastenings - Equipment .1 Use fastenings of standard commercial sizes and patterns, with material and finish suitable for service.

.2 Use heavy hexagon heads, semi-finished unless otherwise specified. Use No. 304 stainless steel for exterior areas.

.3 Bolts may not project more than one (1) diameter beyond nuts.

.4 Use plain type washers on equipment, sheet-metal and soft-gasket lock-type washers where vibrations occur. Use resilient washers with stainless steel.

1.16 Protection of Work InProgress

.1 Prevent overloading of parts of building. Do not cut, drill, or sleeve load-bearing structural member, unless specifically indicated, without the written approval of the Consultant.


1.16 Protection of Work InProgress (Cont’d)

.2 Protect Work completed or in progress. Work damaged or defaced due to failure to provide such protection, is to be removed and replaced, or repaired, as directed by the Consultant, at no increase in Contract Price.

1.17 Existing Utilities .1 When breaking into or connecting to existing services or utilities, execute Work at times directed by local governing authorities, with minimum of disturbance to Work, building occupants, and pedestrian and vehicular traffic.

.2 Protect, relocate, or maintain existing active services. When services are encountered, cap off in manner approved by authority having jurisdiction. Stake and record location of capped services.

1.18 Selection of Materialand Equipment

.1 Material and equipment will be specified in the Tender Documents, and selected by the Contractor, by one or more of the following methods..1 Specification by reference to a relevant Standard, such

as CSA, ASTM, ULC, etc. Select any material or equipment that meets or exceeds the specified.

.2 Specification by reference to an accepted product evaluation publication, such as the CGSB “Qualified Products List,” or CCMC Registry of Product Evaluations.” Select any manufacturer’s product so listed.

.3 Specification by Prescriptive or Performance specification. Select any material or equipment meeting or exceeding specification.

.4 Specification by identification of one or more Manufacturer’s specific product(s) as an “Acceptable Product,” along with a listing of other manufacturers who may offer equivalent products. Select any product so named, or select from equivalent product(s) of other listed manufacturers.

.2 “Acceptable Product” is deemed to be a complete and working commodity as described by a manufacturer’s name, catalogue number, trade name, or any combination thereof, and will constitute the minimum standard of acceptance.

.3 When material or equipment is specified by a Standard, Prescriptive, or Performance specification, upon request of the Consultant, obtain from the manufacturer an independent laboratory reporting showing that material or equipment meets or exceeds the specified requirements.


1.19 Substitution of Materialand Equipment

.1 Prior to Tender Closing, Bidders may propose addition of other manufacturer’s names to those listed in the Tender Documents, providing that requests are made in writing in accordance with Tender Instructions and Division 01 Specifications..1 Where no manufacturer’s names are listed, the onus is

on the Contractor to provide material and equipment to meet performance specification.

.2 After Contract Award, substitutions of material and equipment, other than as selected by the Contractor from those specified, will be considered by the Consultant, only if:.1 Material or equipment selected from those specified are

not available..2 Delivery date of material or equipment selected from

those specified would unduly delay completion of the Contract; or

.3 Alternative material or equipment to those specified, provided they are determined by the Consultant to be equivalent to or better than those specified, will result in a credit to the Contract Amount.

.3 Requests for substitutions after Contract Award must be accompanied by sufficient information in the form of Shop Drawings, manufacturer’s literature, samples, or other data to permit proper investigation of the substitutes used. Requests must also include statements of respective costs of material or equipment originally specified, and the proposed substitution.

.4 Should a proposed substitution be accepted after Contract Award, either in part or in whole, assume full responsibility and costs when substitution affects other work on the Project. The Contractor is to pay for design or drawing changes required as a result of the substitution.

.5 Amounts of all credits arising from approval of substitutions after Contract Award will be determined by the Consultant, and the Contract Amount will be reduced accordingly.




Cape Breton University Section 01 71 00Marvin Harvey Building Examination and PreparationRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Familiarization with Site.

.2 Field Engineering survey services to measure and stake the Site. (NOT APPLICABLE)

.3 Survey services to establish and confirm invert measurements with Owner’s field survey documentation. (NOT APPLICABLE)

.4 Subsurface conditions. (NOT APPLICABLE)

1.2 Related Sections .1 Submittal Procedures Section 01 33 00

.2 Closeout Submittals Section 01 78 00

1.3 Familiarization with Site .1 All Bidders, before submitting their Tender, shall inspect and examine the Site and its surroundings, and shall satisfy themselves as to the form and nature of the Work and materials necessary for the completion of the Works; the means of access to the Site; the accommodations they may require; and, in general, shall themselves obtain all necessary information as to risks, contingencies, and other circumstances which may influence of affect their Tender. All Bidders shall familiarize themselves with the scope and limits of the Contract Documents, and the limits thereto for this Contract. No allowance shall be made subsequently in this connection on account of error or negligence to properly observe and determine the conditions that will apply.

.2 Obtain prior permission from the Consultant and the Owner, before carrying out such site inspection.

.3 Due to privacy and security restrictions, Contractors cannot tour the proposed areas of Work unescorted at any time.

.4 The cost for such testing will be borne by the Owner in the event of conformance with Contract Documents, or by the Contractor in the event of non-conformance.


1.4 Survey ReferencePoints

.1 Locate, confirm, and protect control points prior to starting site work. Preserve permanent reference points during construction.

.2 Make no changes or relocations without prior written notice to the Consultant.

.3 Report to the Consultant when reference point is lost or destroyed, or requires relocation because of necessary change in grades or locations.

.4 Require surveyor to replace control points in accordance with original survey control.

1.5 Survey Requirements(NOT APPLICABLE)

.1 Establish two (2) permanent benchmarks on site, referenced to established benchmarks by survey control points. Record locations, with horizontal and vertical data in Project Record Documents.

.2 Establish lines and levels, locate and lay out, by instrumentation.

.3 Stake for grading, fill, and topsoil placement, and landscaping features.

.4 Stake slopes and berms.

.5 Establish pipe invert elevations.

.6 Stake batter boards for foundations.

.7 Establish foundation column locations and floor elevations.

.8 Establish lines and levels for Mechanical, Electrical, and Fire-Protection Work.

1.6 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 the Consultant of findings.


1.6 Existing Services (Cont’d)

.3 Remove abandoned service lines within 6’-0” of structures. Cap or otherwise seal lines at cut-off points, as directed by the Consultant and/or the Owner.

1.7 Location of Equipmentand 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 the Consultant of impending installation, and obtain approval for actual location.

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

1.8 Records .1 Maintain a complete, accurate log of control and survey work as it progresses.

.2 On completion of foundations and major site improvements, prepare a certified survey showing dimensions, locations, angles, and elevations of Work.

.3 Record locations of maintained, rerouted, and abandoned service lines.

1.9 Submittals .1 Submit name and address of Surveyor to the Consultant.

.2 Upon the request of the Consultant, submit documentation to verify accuracy of field engineering work.

.3 Submit certificate, signed by Surveyor certifying, and noting those elevations and locations of completed Work that conform and do not conform to Contract Documents.

1.10 Subsurface Conditions(NOT APPLICABLE)

.1 Promptly notify the Consultant, in writing, if subsurface conditions at the Place of Work differ materially from those indicated in Contract Documents, or a reasonable assumption of probable conditions based thereon.

.2 After prompt investigation, should the Consultant determine that conditions do differ materially, instructions will be issued for changes in Work.





Cape Breton University Section 01 73 00Marvin Harvey Building Execution, Cutting and PatchingRoof Replacement Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Requirements and limitations for cutting and patching the Work. Removal of wood curb framing without damaging tectum deck. All cutting and patching of holes for Mechanical, Electrical, and Fire-Protection Work for piping, ductwork, controls, etc., is to be by assigned Trade Contractor.

1.2 Related Sections .1 Submittal Procedures Section 01 33 00

.2 Common Product Requirements Section 01 61 00

.3 Joint Sealants Refer to Project Drawings

.4 Individual Product Sections: Cutting and patching incidental to, and as outlined in, the Work description of the Section. Notify the Consultant, in advance, of Work required by other Sections.

1.3 Submittals .1 Submit written request in advance of cutting or alteration which affects:.1 Structural integrity of elements of Project..2 Integrity of weather-exposed or moisture-resistant

elements..3 Efficiency, maintenance, or safety of operational

elements..4 Visual qualities of sight-exposed elements..5 Work of Owner or separate Contractor.

.2 Include in request:.1 Identification of Project..2 Location and description of affected Work..3 Statement on necessity for cutting or alteration..4 Description of proposed Work, and products to be used..5 Alternatives to cutting and patching..6 Effect of Work of Owner or separate Contractor..7 Written permission of affected separate Contractor..8 Date and time work will be executed.

1.4 Materials .1 Required for original installation.


1.4 Materials (Cont’d) .2 Change in Materials: Submit request for substitution in accordance with Section 01 61 00 - Common Product Requirements.

1.5 Preparation .1 Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

.2 After uncovering, inspect conditions affecting performance of Work.

.3 Beginning of cutting or patching means acceptance of existing conditions.

.4 Provide supports to ensure structural integrity of surroundings; provide devices and methods to protect other portions of project from damage.

.5 Provide protection from elements for areas which are to be exposed by uncovering Work; maintain excavations free of water.

.6 Obtain Consultant’s approval before cutting, boring, or sleeving load-bearing members.

1.6 Execution .1 Execute cutting, fitting, and patching including excavation and fill, to complete Work.

.2 Fit several parts together, to integrate with other Work.

.3 Uncover Work to install ill-timed Work.

.4 Remove and replace defective and non-conforming Work.

.5 Remove samples of installed Work for testing.

.6 Provide openings in non-structural elements of Work for penetrations of Mechanical and Electrical Work.

.7 Execute Work by methods to avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing.

.8 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces.


1.6 Execution (Cont’d) .9 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools are not allowed on masonry work without prior approval.

.10 Restore Work with new products in accordance with requirements of Contract Documents.

.11 Fit Work to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

.12 At penetration of fire-rated wall, ceiling, or floor construction, completely seal voids with fire-stopping material, full thickness of the construction element. (Mechanical, Electrical, and Fire-Protection penetrations to be smoke-stopped and fire-stopped by respective Trades.)

.13 Refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest intersection. Refinish assemblies by refinishing entire unit.

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

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

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

1.7 Waste Managementand Disposal

.1 Separate waste materials in accordance with Municipal Waste Management and Disposal practices.




Cape Breton University Section 01 74 11Marvin Harvey Building CleaningRoof Replacement Page ! of !1 3TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 General .1 Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws.

.2 Store volatile waste in covered metal containers, and remove from premises at the end of each working day.

.3 Provide adequate HEPA filtration ventilation during the use of volatile or noxious substances. The use of building ventilation systems is not permitted for this purpose.

.4 Prevent accumulation of waste which creates hazardous conditions.

1.2 Project Cleanliness .1 Maintain Work in tidy condition, free from accumulation of waste products and debris.

.2 Remove waste materials from the site at daily, regularly scheduled times, or dispose of as directed by the Owner. Do not burn waste materials on site.

.3 Clear snow and ice from access to building. Pile snow in designated areas only.

.4 Make arrangements with and obtain permits from authorities having jurisdiction for disposal of waste and debris.

.5 Provide on-site containers for collection of waste materials and debris.

.6 Clean interior areas prior to start of finishing Work, and maintain areas free of dust and other contaminants during finishing operations.

.7 Store volatile waste in covered metal containers, and remove from premises at the end of each working day.

.8 Provide adequate ventilation during the use of volatile or noxious substances. The use of building ventilation systems is not permitted for this purpose.


1.2 Project Cleanliness (Cont’d)

.9 Use only cleaning materials recommended by the manufacturer of the surface to be cleaned, and as recommended by the cleaning material manufacturer.

.10 Schedule cleaning operations so that resulting dust, debris, and other contaminants will not fall on wet, newly painted surfaces, nor contaminate building systems.

1.3 Final Cleaning .1 Refer to CCDC 2.

.2 When Work is Substantially Performed, remove surplus products, tools, construction machinery and equipment not required for performance of remaining Work.

.3 Remove waste products and debris other than that caused by others, and leave Work clean and suitable for occupancy.

.4 Prior to final review, remove surplus products, tools, and construction machinery and equipment.

.5 Remove waste products and debris, other than that caused by the Owner or other Contractors.

.6 Remove waste materials from site at regularly scheduled times, or dispose of as directed by the Owner.

.7 Clean stair railings, brackets, and underside of stair pans.

.8 Clean and polish flooring, glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace broken, scratched, or disfigured glass.

.9 Remove stains, spots, marks, and dirt from decorative work, electrical and mechanical fixtures, furniture fitments, walls, floors, and ceilings.

.10 Clean lighting reflectors, lenses, and other lighting surfaces.

.11 Vacuum clean and dust building interiors, behind grilles, louvres, and screens. Air spray and vacuum ceiling plenums, which are to become new return-air plenums.

.12 Wax, seal, shampoo, or prepare floor finishes as recommended by manufacturer, and as specified. This shall be in addition to final floor cleaning by Flooring Trades. (NOT APPLICABLE)


1.3 Final Cleaning (Cont’d) .13 Inspect finishes, fitments, and equipment, and ensure specified workmanship and operation.

.14 Broom clean and wash exterior walks, steps, and surfaces; rake clean other surfaces of grounds.

.15 Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials and disfiguration from interior and exterior finished surfaces, including glass and other polished surfaces, as well as masonry and steel siding.

.16 Clean and sweep roofs, gutters, areaways, sunken wells, downspouts, and drainage systems.

.17 Sweep and wash clean paved areas.

.18 Clean equipment and fixtures to sanitary condition; clean or replace filters of mechanical equipment.

.19 Remove debris and surplus materials from crawl areas and other accessible concealed spaces.

.20 Remove snow and ice from access to building.

.21 Clean roofs, downspouts, and drainage systems.


.1 Separate waste materials for reuse and recycling, in accordance with Municipal Waste Management and Disposal practices.




Cape Breton University Section 01 74 21Marvin Harvey Building Construction/DemolitionRoof Replacement Waste Management and Page ! of !1 3TDC Project No. 16-022 Disposal May, 2019


PART 1 - GENERAL

1.1 Waste ManagementGoals

.1 Accomplish maximum control of solid construction waste.

.2 Preserve environment and prevent pollution and environment damage.

1.2 Definitions .1 Class III: non-hazardous waste - construction renovation and demolition waste.

.2 Recyclable: ability of product or material to be recovered at end of its life cycle and re-manufactured into new product for reuse.

.3 Recycle: process by which waste and recyclable materials are transformed or collected for purpose of being transferred into new products.

.4 Recycling: process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for purpose of using in altered form. Recycling does not include burning, incinerating, or thermally destroying waste.

.5 Reuse: repeated use of product in same form but not necessarily for the same purpose. Reuse includes:.1 Salvaging reusable materials from re-modelling projects,

before demolition stage, for resale, reuse on current project or for storage for use on future projects.

.2 Returning reusable items including pallets or unused products to vendors.

.6 Salvage: removal of structural and non-structural materials from deconstruction/disassembly projects for purpose of reuse or recycling.

.7 Separate Condition: refers to waste sorted into individual types.

.8 Source Separation: acts of keeping different types of waste materials separate beginning from first time they became waste.


1.3 Documents .1 Maintain at job site, one (1) copy of following documents:.1 Demolition Work Plan.2 Assignment Health and Safety Plan

1.4 Submittals .1 Submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Prepare and submit following prior to project start-up:.1 Submit two (2) copies of completed Demolition Work

Plan.

1.5 Demolition Work Plan .1 Prepare Demolition Work Plan prior to project.

.2 Demolition Work Plan should include but not be limited to;.1 Deconstruction/disassembly techniques and sequencing..2 Schedule for deconstruction/disassembly..3 Security..4 Protection..5 Details on materials handling and removal procedures.

.3 Describe management of waste.

.4 Post Demolition Work Plan or summary where workers at site are able to review content.

1.6 Storage, Handlingand Protection

.1 Store, material to be reused, recycled and salvaged in locations as directed by Owner’s Representative.

.2 Unless specified otherwise, materials for removal become Contractor’s property.

.3 Provide containers to deposit reusable and recyclable materials.

.4 Locate containers in locations, to facilitate deposit of materials without hindering daily operations.

.5 Collect, handle, store on-site, and transport off-site, materials for Contractor salvage.

.6 Collect, handle, store on-site, and transport off-site, non-salvage materials..1 Approve disposal site or recycling facility and ship

materials.


1.6 Storage, Handlingand Protection (Cont’d)

.7 Protect structural components not removed for demolition from movement or damage.

.8 Support affected structures. If safety of building is endangered, cease operations and immediately notify Consultant.

.9 Protect surface drainage, mechanical and electrical from damage and blockage.

.10 Separate and store materials produced during dismantling of structures in designated areas.

.11 Prevent contamination of materials to be salvaged and recycled and handle materials in accordance with requirements for acceptance by designated facilities..1 On-site source separation is recommended.

1.7 Use of Siteand Facilities

.1 Execute Work with least possible interference or disturbance to normal use of premises.

.2 Maintain security measures established by existing facility.

1.8 Scheduling .1 Coordinate Work with other activities at site to ensure timely and orderly progress of Work.


PART 3 - EXECUTION

3.1 Application .1 Do Work in compliance with Demolition Work Plan

.2 Handle waste materials not reused, salvaged, or recycled in accordance with appropriate regulations and codes.

3.2 Cleaning .1 Remove tools and waste materials on completion of Work, and leave work area in clean and orderly condition.

.2 Clean-up work area as Work progresses.


Cape Breton University Section 01 77 00Marvin Harvey Building Closeout ProceduresRoof Replacement Page ! of !1 2TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 AdministrativeRequirements

.1 Acceptance of Work Procedures:.1 Contractor’s Inspection: Contractor and Subcontractors:

Conduct inspection of Work, identify deficiencies and defects, and repair as required to conform to Contract Documents..1 Notify the Consultant, in writing, of satisfactory

completion of Contractor’s inspection, and submit verification that corrections have been made.

.2 Request Consultant’s inspection.

.2 Consultant’s Inspection:.1 The Consultant and the Contractor shall inspect the

work, and identify defects and deficiencies..2 The Contractor must correct Work as directed.

.3 Completion Tasks: Submit written certificates noting that tasks have been performed as follows:.1 Work: Completed and inspected for compliance with

Contract Documents..2 Defects: Corrected and deficiencies completed..3 Equipment and systems: Tested, adjusted, balanced, and

fully operational..4 Certificates, required by Authorities Having Jurisdiction

and Utility Companies, to be submitted..5 Operation of systems: Demonstrated to Owner’s

personnel.

.4 Final Inspection:.1 When completion tasks are done, request final inspection

of Work by the Consultant and the Contractor..2 When Work is deemed to be incomplete according to the

Consultant, complete outstanding items, and request re-inspection.

.5 Declaration of Substantial Performance: When the Consultant considers deficiencies and defects corrected, and the requirements of the Contract Substantially Performed, make application for Certificate of Substantial Performance.

Cape Breton University Section 01 77 00Marvin Harvey Building Closeout ProceduresRoof Replacement Page ! of !2 2TDC Project No. 16-022 May, 2019

1.1 AdministrativeRequirements (Cont’d)

.6 Commencement of Lien and Warranty Periods: Date of Owners acceptance of submitted declaration of Substantial Performance to be the date for commencement for warranty period and commencement of Lien period.

.7 Payment of Holdback: After issuance of Certificates of Substantial Performance of Work, submit application of payment of holdback amount, in accordance with Contractual Agreement.

.8 Final Payment:.1 Following completion of the Lien Period, when the

Consultant considers final deficiencies and defects corrected, and requirements of the Contract met, make application for final payment.

1.2 Reinspection .1 Should status of the Work require reinspection by Consultant, due to failure of Work to comply with Contractor's claims fro inspection, the Owner will deduct amount of Consultant’s compensation for reinspection services, from payment to Contractor.




Cape Breton University Section 01 78 00Marvin Harvey Building Closeout SubmittalsRoof Replacement Page ! of !1 10TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Pre-Warranty Meeting.

.2 Submittals and Format.

.3 Record Documents.

.4 Final Survey.

.5 Equipment and Systems.

.6 Warranties and Bonds.

1.2 AdministrativeRequirements

.1 Pre-Warranty Meeting:.1 Prior to Contract completion, convene meeting with the

Contractor and the Consultant, in accordance with Section 01 31 19 - Project Meetings to:.1 Verify Project requirements..2 Review manufacturer’s installation instructions and

warranty requirements..2 The Consultant is to establish communication procedures

for:.1 Notifying construction warranty defects..2 Determine priorities for type of defects..3 Determine reasonable response time.

.3 Contract information for bonded and licensed company for warranty work action: Provide name, telephone number, and address of company authorized for construction warranty work action.

.4 Ensure that contact is located within local service area of warranted construction, is continuously available, and is responsive to inquiries for warranty work action.

1.3 Action andInformationalSubmittals

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

.2 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.



.3 Three (3) weeks prior to Substantial Performance of the Work, submit, to the Consultant, three (3) final copies of Operating and Maintenance Manuals.

.4 Provide spare parts, maintenance materials, and special tools of same quality and manufacture as products provided in Work.

.5 Provide evidence, if requested, for type, source, and quality of products supplied.

1.4 Format .1 Organize data as instructional manual.

.2 Binders to be vinyl, hard covered, 3 ‘D’ ring, loose-leaf, 8-1/2” x 11”, with spine and face pockets.

.3 When multiple binders are used, correlate data into related, consistent groupings..1 Identify contents of each binder on spine.

.4 Cover to identify each binder with typed or printed “Project Record Documents,” Project title, and identification of subject matter of contents.

.5 Arrange content by systems, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly-leaf 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: Provide with reinforced, punched binder tab..1 Bind in with text; fold larger drawings to size of text

pages.

.9 Provide CAD files in DWG and PDF format on CD.

1.5 Contents - ProjectRecord Documents

.1 Table of Contents for each volume: Provide title of Project:.1 Date of submission; names..2 Addresses and telephone numbers of Consultant and

Contractor, with name of responsible parties..3 Schedule of products and systems, indexed to content of

volume.


1.5 Contents - ProjectRecord Documents (Cont’d)

.2 For each product or system:.1 List names, addresses, and telephone numbers of

Subcontractors and Suppliers, including local source of supplies and replacement parts.

.3 Product Data: Mark each sheet to identify specific products and component parts, and data applicable to installation; delete inapplicable information.

.4 Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.

.5 Typewritten Text: As required to supplement product data..1 Provide logical sequence of instructions for each

procedure, incorporating manufacturer’s instructions specified in Section 01 45 00 - Quality Control.

.6 Training: Refer to Section 01 79 00 - Demonstration and Training. (NOT APPLICABLE)

1.6 As-Built Documentsand Samples

.1 Maintain, in addition to requirement in General Conditions, at site for the Consultant and the Owner, one (1) record copy of each of the following:.1 Contract Drawings..2 Specifications..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 in field office, apart from documents used for construction..1 Provide files, racks, and secure storage.

.3 Label record documents, and file in accordance with Section number listings in List of Contents of this Project Manual..1 Label each document “PROJECT RECORD” in neat, large,

printed letters.

.4 Maintain Record Documents in clean, dry, and legible condition..1 Do not use Record Documents for construction purposes.


1.6 As-Built Documentsand Samples (Cont’d)

.5 Keep Record Documents and samples available for inspection by the Consultant.

1.7 Recording Informationon Project RecordDocuments

.1 Record information on set of black-line opaque drawings, and in copy of Project Manual, provided by Consultant.

.2 Use felt-tip marking pens for recording information, maintaining separate colours for each major system.

.3 Record information concurrently with construction progress..1 Do not conceal Work until required information in

recorded.

.4 Contract Drawings and Shop Drawings: Mark each item to record actual construction, including the following:.1 Measured depths of elements of foundation in relation to

finished first-floor elevation..2 Measured horizontal and vertical locations of

underground utilities and appurtenances, referenced to permanent surface improvements.

.3 Measured locations of internal uti l it ies and appurtenances, referenced to visible and accessible features of construction.

.4 Field changes of dimension and detail.

.5 Changes made by change orders.

.6 Details not on original Contract Drawings.

.7 References to related Shop Drawings and modifications.

.5 Specifications: Mark each item to record actual construction, including the following:.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.

.6 Other Documents: Maintain Manufacturer’s certifications, inspection certifications, and field-test records, required by individual Specifications Sections.

.7 Provide digital photos, if requested, for site records.

1.8 Final Survey(NOT APPLICABLE)

.1 Submit final site-survey certificate in accordance with Section 01 71 00 - Examination and Preparation, certifying that elevations and locations of completed Work are in conformance, or non-conformance, with Contract Documents.


1.9 Equipment and Systems(NOT APPLICABLE)

.1 For each item of equipment and each system, include description of unit or system, and component parts..1 Give function, normal operation characteristics, and

limiting conditions..2 Include performance curves, with engineering data and

tests, and complete nomenclature and commercial number of replaceable parts.

.2 Panel-board circuit directories: Provide electrical service characteristics, controls, and communications.

.3 Include installed colour-coded wiring diagrams.

.4 Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences..1 Include regulation, control, stopping, shut-down, and

emergency instructions..2 Include summer, winter, and any special operating

instructions.

.5 Maintenance Requirements: Include routine procedures and guide for trouble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

.6 Provide servicing and lubrication schedule, and list of lubricants required.

.7 Include manufacturer’s printed operation and maintenance instructions.

.8 Include sequence of operation by controls manufacturer.

.9 Provide original manufacturer’s parts list, illustrations, assembly drawings, and diagrams required for maintenance.

.10 Provide installed control diagrams by controls manufacturer.

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

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


1.9 Equipment and Systems (Cont’d)(NOT APPLICABLE)

.13 Provide list of original manufacturer’s spare parts, current prices, and recommended quantities to be maintained in storage.

.14 Include test and balancing reports as specified in Section 01 45 00 - Quality Control.

.15 Additional requirements: As specified in individual Specifications Sections.

1.10 Materials and Finishes .1 Building products, applied materials, and finishes: Include product data, with catalogue number, size, composition, and colour and texture designations..1 Provide information for reordering custom manufactured

products.

.2 Instructions for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.3 Moisture-protection and weather-exposed products: Include manufacturer’s recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.4 Additional requirements: As specified in individual Specifications Sections.

1.11 Maintenance Materials .1 Spare Parts:.1 Provide spare parts, in quantities specified in individual

Specifications Sections..2 Provide items of same manufacture and quality as items

in Work..3 Deliver to Site, or location as directed, and place and

store..4 Receive and catalogue items.

.1 Submit inventory listing to the Consultant.

.2 Include approved listings in the Maintenance Manual.

.5 Obtain receipt for delivered products, and submit prior to final payment.


1.11 Maintenance Materials (Cont’d)

.2 Extra Stock Materials:.1 Provide maintenance and extra materials, in quantities

specified in individual Specifications Sections..2 Provide items of same manufacture and quality as items

in Work..3 Deliver to Site, or location as directed, and place and




.5 Obtain receipt for delivered products, and submit prior to final payment.

.3 Special Tools:.1 Provide special tools, in quantities specified in individual

Specifications Sections..2 Provide items with tags identifying their associated

function and equipment..3 Deliver to Site, or location as directed, and place and




1.12 Delivery, Storage andHandling

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

.2 Store in original and undamaged condition, with manufacturer’s seals 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 for review by the Consultant.

1.13 Warranties and Bonds .1 Develop warranty management plan to contain information relevant to Warranties.


1.13 Warranties and Bonds (Cont’d)

.2 Submit warranty management plan to the Consultant, before the planned pre-warranty conference.

.3 Warranty management plan to include required actions and documents to ensure that the Owner receives warranties to which it is entitled.

.4 Provide plan in narrative form, and provide sufficient detail to make it suitable for use by future Maintenance and Repair Personnel.

.5 Assemble approved information in binder, submit upon acceptance of Work and organize binder as follows:.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 (10) days after completion of applicable item of Work.

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

.5 Co-execute submittals when required.

.6 Retain warranties and bonds until the time specified for Submittal.

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

.7 Include information contained in warranty management plan as follows:.1 Roles and responsibilities of personnel associated with

warranty process, including points of contact and telephone numbers within the organizations of Contractors, Subcontractors, Manufacturers, or Suppliers involved.

.2 Listing and status of delivery of Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and commissioned systems such as fire protection, alarm systems, sprinkler systems, and lightning protection systems.


1.13 Warranties and Bonds (Cont’d)

.7 Include information contained in warranty management plan as follows (Cont’d):.3 Provide a list for each warranted equipment item, feature

of construction, or system, indicating the following:.1 Name of item..2 Model and serial numbers..3 Location where installed..4 Name and phone numbers of Manufacturers or

Suppliers..5 Names, addresses, and telephone numbers of

sources of spare parts..6 Warranties and terms of warranty: Include one-

year overall warranty of construction. Indicate items that have extended warranties, and show separate warranty expiration dates.

.7 Cross-reference to warranty certificates, as applicable.

.8 Starting point and duration of warranty period.

.9 Summary of maintenance procedures required to continue warranty in force.

.10 Cross-reference to specific pertinent Operation and Maintenance Manuals.

.11 Organization, names, and phone numbers of persons to call for warranty service.

.12 Typical response time and repair time expected for carious warranted equipment.

.4 Procedure and status of tagging of equipment covered by extended warranties.

.5 Post copies of instructions near selected pieces of equipment, where operation is critical for warranty and/or safety reasons.

.8 Respond in a timely manner to oral and/or written notification of required construction warranty repair work.

.9 Written verification to follow oral instructions..1 Failure to respond will be cause for the Owner to proceed

with action against Contractor.

1.14 Warranty Tags(NOT APPLICABLE)

.1 Tag, at time of installation, each warranted item. Provide durable oil- and water-resistant tag.

.2 Leave date of acceptance until the Project is accepted for occupancy.


1.14 Warranty Tags (Cont’d)(NOT APPLICABLE)

.3 Indicate the following information on the tag:.1 Type of product/material..2 Model number..3 Serial number..4 Contract number..5 Warranty period..6 Inspector’s signature..7 Construction Contractor.




Cape Breton University Section 02 41 16Marvin Harvey Building Structure DemolitionRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Section Includes .1 Review existing structures and exterior surfaces to determine affected areas. Prepare demolition safety plan for review and approval prior to commencing demolition.

.2 Remove existing paver stones, membranes, framing, parapets, siding, flashings, and insulation per the demolition drawings.

.3 Remove flashings as indicated and as required.

.4 Temporarily remove suspended-ceiling systems as required to accommodate installation of new roof drains.

.5 Remove noted fixtures and fittings.

.6 Remove ductwork where indicated. Retain on site to reinstall.

1.2 Related Sections .1 Wood, Plastics and Composites Division 06

.2 Ethylene Propylene Diene Monomer Roofing Section 07 53 23

.3 Sheet Metal Flashing and Trim Section 07 62 00

1.3 References .1 Canadian Standards Association (CSA International)..1 CSA S350-latest edition, Code of Practice for Safety in

Demolition of Structures.

1.4 Submittals .1 Submittals in accordance with Section 01 33 00 - Submittal Procedures.

1.5 Quality Assurance .1 Regulatory Requirements: Ensure Work is performed in compliance with applicable Provincial and Municipal regulations.

.2 Meetings:.1 Prior to start of Work, arrange for site visit with Owner’s

Representative to examine existing site conditions adjacent to demolition work.

.2 Hold project meetings every month.

.3 Ensure key personnel, site supervisor, project manager, and subcontractor representatives attend.



.1 Separate waste materials in accordance with applicable regulations.

1.7 Demolition Drawings .1 Submit for approval, drawings, diagrams, or details showing sequence of masonry demolition work and supporting structures and removal procedures.

.2 Submit drawings stamped and signed by qualified professional engineer licensed in the Province of Nova Scotia.

1.8 EnvironmentalProtection

.1 Ensure Work is done in accordance with Section 01 35 43 - Environmental Procedures.

.2 Ensure that demolition work does not adversely affect adjacent watercourses, groundwater, and wildlife, or contribute to excess air and noise pollution.

.3 Fires and burning or waste or materials is not permitted on site.

.4 Do not bury rubbish waste materials.

.5 Do not dispose of waste or volatile materials including, but not limited to: mineral spirits, oil, petroleum based lubricants, or toxic cleaning solutions into watercourses, storm or sanitary sewers..1 Ensure proper disposal procedures are maintained

throughout project.

.6 Do not pump water containing suspended materials into watercourses, storm or sanitary sewers, or onto adjacent properties.

.7 Control disposal or runoff of water containing suspended materials or other harmful substances in accordance with authorities having jurisdiction.

.8 Protect trees, plants, and foliage on site and adjacent properties where indicated.

.9 Prevent extraneous materials from contaminating air beyond application area, by providing temporary enclosures during demolition work.

.10 Cover or wet down dry materials and waste to prevent blowing dust and debris. Control dust on all temporary roads.


1.9 Existing Conditions .1 Should material resembling spray or trowel applied asbestos, or other designated substance listed as hazardous be encountered in course of demolition, stop work, take preventative measures, and notify the Owner’s Representative.

.2 List items to be salvaged for reuse: (NOT APPLICABLE)

.3 Structures to be demolished to be based on their condition on date that tender is accepted. (NOT APPLICABLE).1 Remove, protect, and store salvaged items as directed

by the Owner’s Representative. (NOT APPLICABLE)


PART 3 - EXECUTION

3.1 Protection .1 Prevent movement, settlement, or damage of adjacent structures and parts of existing building to remain. Repair damage caused by demolition as directed by the Owner’s Representative.

.2 Prevent dust contamination of existing ductwork to remain, and of return air plenum spaces.

3.2 Preparation .1 Disconnect and re-route electrical and telephone service lines entering buildings to be demolished. (NOT APPLICABLE).1 Post warning signs on electrical lines and equipment

which must remain energized to serve other properties during period of demolition. (NOT APPLICABLE)

.2 Install suspension system to manufacturer’s instruction.

.3 Do not erect ceiling suspension system until work above ceiling has been inspected by the Engineer and Consultant.

3.3 Safety Code .1 Do demolition work in accordance with Section 01 56 00 - Temporary Barriers and Enclosures.

.2 Blasting operations are not permitted during demolition.

3.4 Demolition .1 Demolish parts of structures to permit new work as indicated.

.2 Crush concrete generated due to demolition of foundations to size suitable for recycling as directed, or in pieces not larger that 4 ft. x 4 ft. (NOT APPLICABLE)


3.4 Demolition (Cont’d) .3 Remove existing equipment, services, and obstacles where required for refinishing or making good of existing surfaces, and replace as work progresses.

.4 At the end of each day’s work, leave Work in safe and stable condition..1 Protect interiors of parts not to be demolished from

exterior elements at all times.

.5 Demolish to minimize dusting. Keep materials wetted.

.6 Contain fibrous materials (e.g. Insulation) to minimize release of airborne fibres while being transported within the facility.

.7 Do not disposed of materials in landfill or waste stream destined for landfill.

.8 Remove and dispose of demolished materials except where noted otherwise and in accordance with authorities having jurisdiction.

.9 Remove following materials and equipment and store in location designated by the Owner’s Representative. (NOT APPLICABLE)

3.5 Stockpiling (NOT APPLICABLE)

3.6 Removal from Site .1 Remove and dispose of demolished materials daily, except where noted otherwise, and in accordance with authorities having jurisdiction.

.2 Remove contaminated of dangerous materials as defined by authorities having jurisdiction, relating to environmental protection, from site and dispose of in safe manner to minimize danger at site or during disposal.


Cape Breton University Section 06 10 00Marvin Harvey Building Rough CarpentryRoof Replacement Page ! of !1 4TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Related Sections .1 Ethylene Propylene Diene Monomer Roofing Section 07 53 23

.2 Sheet Metal Flashing and Trim Section 07 62 00

1.2 References .1 American Society for Testing and Materials International (ASTM):.1 ASTM A 653/A 653M-latest edition, Standard

Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM C 578-latest edition, Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation.

.3 ASTM C 1289-latest edition, Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.

.4 ASTM D 1761-latest edition, Standard Test Methods for Mechanical Fasteners in Wood.

.2 Canadian Standards Association (CSA International):.1 CSA A123.2-latest edition, Asphalt Coated Roofing

Sheets..2 CAN/CSA-A247-latest edition, Insulating Fiberboard..3 CSA B111-latest edition, Wire Nails, Spikes and Staples..4 CAN/CSA-G164-latest edition, Hot Dip Galvanizing of

Irregularly Shaped Articles..5 CSA O112 Series-latest edition, CSA Standards for Wood

Adhesives..6 CSA O121-latest edition, Douglas Fir Plywood..7 CSA O141-latest edition, Softwood Lumber..8 CSA O151-latest edition, Canadian Softwood Plywood..9 CAN/CSA-O325.0-latest edition, Construction Sheathing.

.3 National Lumber Grades Authority (NLGA):.1 Standard Grading Rules for Canadian Lumber-latest

edition.

1.3 Quality Assurance .1 Lumber by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board.


1.3 Quality Assurance (Cont’d)

.2 Plywood, Particleboard, OSB and wood based composite panels in accordance with CSA and ANSI standards.

PART 2 - PRODUCTS

2.1 Framing and Structural Materials

.1 Lumber: unless specified otherwise, softwood, S4S, moisture content 19% (S-dry) or less in accordance with following standards:.1 CSA O141-latest edition..2 NLGA Standard Grading Rules for Canadian Lumber-latest

edition.

.2 Glulam in accordance with Structural Glued-Laminated Timber CSA-O122-latest edition. (NOT APPLICABLE)

.3 Wood I-joists in accordance with Prefabricated Wood I-Joists ASTM D 5055-latest edition. (NOT APPLICABLE)

.4 Light-frame trusses is accordance with “Truss Design and Procedures for Light Metal Connected Wood Trusses”, Truss Plate Institute of Canada. (NOT APPLICABLE)

.5 Structural Composite Lumber (SCL) in accordance with ASTM D 5456-latest edition. (NOT APPLICABLE)

.6 Use wolmanized, pressure-treated lumber on all wood in contact with concrete or masonry, as well as wood products for exterior framing, curbs, parapets, cants, etc.

.7 Furring, blocking, nailing strips, grounds, rough bucks, cants, curbs, fascia backing and sleepers:.1 Utilize Dressed (S4S) lumber..2 Board sizes: “Standard” or better grade..3 Dimension sizes: “Standard” light framing or better

grade..4 Post and timbers sizes: “Standard” or better grade..5 Pressure treatment to be Alkaline Copper Quaternary

(ACQ).

2.2 Panel Materials .1 Plywood, OSB and wood based composite panels: to CAN/CSA-O325.0-latest edition.

.2 Douglas fir plywood (DFP): to CSA O121-latest edition, standard construction.


2.2 Panel Materials (Cont’d)

.3 Canadian softwood plywood (CSP): to CSA O151-latest edition, standard construction.

2.3 Accessories .1 Nails, spikes, and staples: to CSA B111-latest edition.

.2 Bolts: 1/2”(12.5) mm diameter unless indicated otherwise, complete with nuts and washers.

.3 Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead or inorganic fibre plugs, recommended for purpose by manufacturer. Explosive Actuated Fastening Devices are not permissible, unless authorized by the Consultant.

2.4 Fastener Finishes .1 Galvanizing: to CAN/CSA-G164-latest edition, use galvanized fasteners for exterior work, interior highly humid areas, pressure-preservative, treated lumber.

2.5 Wood Preservative .1 Surface applied copper naphthenate or 5% penta-chlorophenol solution, as per Wolmanized Wood Manufacturer’s recommendation.

PART 3 - EXECUTION

3.1 Preparation of Cut Endsof Pressure TreatedWood

.1 Treat surfaces of pressure-treated material with wood preservative, before installation.

.2 Apply preservative by dipping, or by brush to completely saturate and maintain wet film on surface for minimum three (3) minute soak on lumber and one (1) minute soak on plywood.

.3 Re-treat surfaces exposed by cutting, trimming, or boring with liberal brush application of preservative, before installation.

.4 Materials to be treated include, but not necessarily limited to:.1 Wood cants, fascia backing, curbs, nailers, and sleepers

on roof deck.

3.2 Installation .1 Comply with requirements of NBC latest edition, supplemented by following paragraphs.

.2 Install members true to line, levels and elevations, square and plumb.


3.2 Installation (Cont’d) .3 Construct continuous members from pieces of longest practical length.

.4 Install wood cants, fascia backing, nailers, curbs, and other wood supports as required and secure using galvanized steel fasteners.

.5 Install asphalt-impregnated, felt, building-paper separation-sheet between metal deck and pressure-treated wood.

3.3 Erection .1 Frame, anchor, fasten, tie, and brace members to provide necessary strength and rigidity.

.2 Countersink bolts where necessary to provide clearance for other work.


Cape Breton University Section 07 53 23Marvin Harvey Building Ethylene Propylene DieneRoof Replacement Monomer Roofing Page ! of !1 30TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 General Conditions .1 Preceding job start-up, Contractor shall decide to his/her satisfaction that all Specifications contained herein are workable.

.2 Contractor will perform all work by competent, trained, and properly equipped personnel in strict accordance with the recognized highest standards and workmanship of the industry.

.3 Work shall be executed by workers especially trained and experienced in the installation of flexible membranes. Only skilled workers who have successfully completed a course of instruction provided by the flexible membrane manufacturer shall perform splicing and sealing of laps. Have a full-time, qualified, senior representative at the site to direct the work at all times.

.4 Contractor will observe all published safety-prevention policies and practices relating to application of roofing system(s) and related work. All federal, provincial, and local codes shall be followed.

.5 Contractor will follow application, safety, etc., and information as published in the most current edition of the Roofing System Technical Specifications.

1.2 Work Included .1 Work under this Section covers the removal of all existing paver stones, parapet-cap flashings, metal flashings, curbs, roof drains, and existing roof-membrane system, as required to expose tar finish of existing tectum roof deck assembly, and the installation of a Fully Adhered, .60 mil. (1.52 mm), non-reinforced EPDM roofing system. In addition, the Contractor shall include all related items of work as noted herein and/or indicated on the Drawings or otherwise required to complete the specified elements of work, and to provide the necessary warranties for all work.


1.2 Work Included (Cont’d)

.2 Work to include substrate preparation, wood nailer installation, insulation installation, cover-board installation membrane installation, membrane flashing installation, and metal flashing installation.

.3 Supply and install a fully adhered .060 (1.52 mm) complete EPDM roofing system complete with insulation at existing roof areas and parapets. Roofing panels to be adhered to an acceptable substrate with system manufacturer’s recommended bonding adhesive.

.4 Supply and install bright yellow safety tape and walkway pads provided by roofing Manufacturer.

.5 Tie-in air barriers and roof systems to the existing structure.

.6 Provide movement joints as required.

.7 Installation of retrofit roof drains, supplied by this Division.

.8 Installation of roof curb flashings.

.9 Provide the necessary warranties for all work of this Section.

1.3 Related Work .1 Steel Deck (NOT APPLICABLE) Refer to Drawings

.2 Construction/Demolition WasteManagement and Disposal Section 01 74 21

.3 Structure Demolition Section 02 41 16

.4 Wood cant strips, fascias,blocking, curbs, nailing,and nailing strips:Rough Carpentry Section 06 10 00

.5 Sheet Metal Flashingand Trim Section 07 62 00

.6 Joint Sealants (NOT APPLICABLE) Section 07 92 00

.7 Miscellaneous Specialties(NOT APPLICABLE) Section 10 90 00


1.3 Related Work (Cont’d) .8 Mechanical penetrations ofroofing systems:Plumbing Refer to DrawingsHeating, Ventilating andAir-Conditioning (HVAC) Refer to Drawings

.9 Electrical penetration ofroofing systems:Electrical Refer to Drawings

1.4 References .1 ASTM International Inc.:.1 ASTM D4637/D4637-12, Standard Specification for

EPDM Sheet Used in Single Ply Roof Membrane..2 ASTM D1863/D1863M-05(2011)e1, Standard

Specification for Mineral Aggregate used on Built Up Roofs.

.3 ASTM C 1186-08, Standard Specification for Flat Fiber Cement Sheets.

.2 Canadian General Standards Board (CGSB):.1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene

Sheet for Use in Building Construction.

.3 Canada Green Building council (CaGBC):.1 LEED Canada-NC 2009, LEED (Leadership in Energy and

Environmental Design): Green Building Rating System Reference Package for New Construction and Major Renovations.

.4 Canadian Roofing Contractors’ Association (CRCA):.1 CRCA Roofing Specification Manual and Design

Specifications.

.5 Canadian Standards Association (CSA International):.1 CSA A123.21-10, Standard Test Method for the

Dynamic Wind Uplift Resistance of Membrane-Roofing Systems.

.2 CSA A231.1-06/A231.2-06 (R2010), Precast Concrete Paving Slabs/Precast Concrete Pavers.

.3 CSA O151-09, Canadian Softwood Plywood.

.4 CSA B35.3-1962, Tapping and Drive Screws (Slotted and Recessed Head, Thread Forming and Thread Cutting Screws, and Metallic Drive Screws).

.5 CSA O121-08, Douglas Fir Plywood.


1.4 References (Cont’d) .5 Canadian Standards Association (CSA International) (Cont’d):.6 CGSB 19-GP-5M, Sealing Compound, One Component,

Acrylic Base, Solvent Curing..7 CAN/CGSB-19.24-M90, Multicomponent, Chemical-

Curing Sealing Compound.

.6 Factory Mutual (FM Global):.1 FM Approval Standard # 4470, Class 1 Roof Covers.

.2 Refer to most current Factory Mutual Technical Advisory Bulletin 1-29 for information regarding ballast coverage on loose-laid single-ply roofing systems. Have most current bulletin copy, on site, for review by the Owner’s Representative.

.7 Underwriters’ Laboratories of Canada (ULC):.1 CAN/ULC S701-11, Standard for Thermal Insulation,

Polystyrene, Boards and Pipe Covering..2 CAN/ULC S702-09-AM1, Standard for Thermal

Insulation, Mineral Fibre for Buildings..3 CAN/ULC S704-11, Standard for Thermal Insulation,

Polyurethane and Polyisocyanurate Boards, Faced.

1.5 Action and InformationalSubmittals

.1 Letter attesting that Roofing Contractor is currently licensed by Manufacturer.

.2 Warranty: Submit warranty sample.

.3 Product Data:.1 Submit Shop Drawings, providing layout and details for

tapered insulation..2 Provide manufacturer’s printed product literature,

specifications, and data sheets for membranes and insulation and include product characteristics, performance criteria, physical size, finish, and limitations.

.3 The Roofing Contractor shall prepare Shop Drawings, which shall clearly indicate the following:.1 Indicating flashing, control joints, tapered

insulation, penetrations, field fabricated seams details, roof plan and dimensions, and location of splicing seams.

.2 Deck and roof substrate details.

.3 Parapet details, perimeter securement, and roof-edge details.

.4 Wood nailer locations and installation details.



.3 Product Data (Cont’d):.3 The Roofing Contractor shall prepare Shop Drawings,

which shall clearly indicate the following (Cont’d):.5 Vapour barrier, insulation type, and installation

details..6 Tapered insulation layout..7 Membrane placement and membrane-lap splicing

details..8 Membrane securement details..9 Penetration and flashing details at walls..10 Layout, location, and details of walkway pads..11 Roof walkway details..12 Roof hatch..13 Fall-arrest anchors..14 Manufacturer’s installation instructions: indicate

special precautions required for seaming the membrane.

.15 Base flashing, tie-ins, roof-edged expansion joints, membrane terminates.

.16 Roof drains, mechanical and electrical service penetrations, and any other relevant details.

1.6 Quality Assurance .1 Manufacturer:.1 Company specializing in manufacturing the roofing

membrane specified in this Section, with ten (10) years’ of manufacturing experience.

.2 System supplier must have ISO 9002 certification.

.2 Applicator:.1 Shall be approved, licensed, and/or authorized applicator

of the membrane manufacturer..2 The Work shall be executed by workers skilled and

trained in the application of flexible membranes.

.3 Installer Qualifications:.1 Provision of the Work of this Section will only be carried

out by a Contractor who has a proven six (6) year minimum record of satisfactory experience in the application of the proposed single-ply roofing membrane in Canadian climate conditions.

.2 Such a Contractor shall be totally responsible for controlling and ensuring that the specified single-ply membrane is applied By mechanics well versed and skilled in this trade, and in strict accordance with the manufacturer’s printed instruction, procedures, details, and guarantee/warranty requirements.



.3 Installer Qualifications (Cont’d):.3 Welding, splicing, and sealing of laps shall be performed

only by skilled mechanics who have successfully completed a course of instruction provided by the manufacturer.

.4 Contractor will observe all published safety-prevention policies and practices relating to application of roofing system(s) and related work. All federal, provincial, and local codes shall be followed.

.5 Contractor will follow application, safety, etc., and information as published in the most current edition of the Manufacturer’s EPDM Roofing System Technical Specifications.

.4 Mock-Ups:.1 Construct mock-up in accordance with Section 01 45

00 - Quality Control..2 Sample panels of the roofing, vapour barrier, and

movement joint interface assemblies are to be constructed for the purpose of demonstrating the application of the various components and accessories of the respective assemblies.

.3 It is the responsibility of this Contractor to cooperate with all other Contractors affected, in order to ensure that all components are assembled and approved in the correct sequence.

.4 Construct mock-up ten (10) square meters minimum size showing typical lap joint, one inside corner and one outside corner. Accepted mock-up may form part of completed work, if so approved by the Owner’s Representative.

.5 Mock-up will be used to judge workmanship, substrate preparation, operation of equipment, and material application.

.6 Allow twenty-four (24) hours for inspection of mock-up by the Owner’s Representative before proceeding with roofing work.

.7 When accepted, mock-up will demonstrate minimum standard of quality required for this work.

.8 Approved mock-up may remain as part of finished work.

.5 Maintenance and periodic inspection recommendations.



.6 Compatibility:.1 Compatibility between components of roofing system is

essential. Materials to be incorporated into the system must be compatible.

.2 It is the responsibility of this Contractor to ensure that all materials in the roofing and air-barrier assembly are compatible; install the materials in the proper sequence, and with proper materials to maintain compatibility.

.3 This Contractor shall provide written confirmation of compatibility, and note any adjustment to the specified systems.

.4 This Contractor shall provide and apply the bridging “cold peel-and-stick” membrane between the peel-and-stick air barrier and the underlayment membrane.

.7 Sustainability Standards Certification: (NOT APPLICABLE).1 Recycled Content: Provide listing of recycled content

products used, including details of required percentages or recycled content materials and products, showing their costs and percentages of post-consumer and post-industrial content, and total cost of materials for project.

.2 Regional Materials: Provide evidence that project incorporates required percentage 10% HOLD of regional materials/products, showing their cost, distance from project to furthest site of extraction or manufacture, and total cost of materials for project.

1.7 RegulatoryRequirements

.1 Conform to the most current, applicable building code requirements.

.2 Underwriters Laboratories, Inc. (UL): Class A Fire Hazard Classification.

.3 Factory Mutual Corporation (FM): Most current Roof Assembly Classification, FM Construction Bulletin(s) 1-28 and 1-29, meeting minimum, current requirements of FM 1.

1.8 Delivery, Storage,and Handling

.1 Deliver, store, and handle materials in accordance with manufacturer’s written instructions and Section 01 61 00 - Common Product Requirements.


1.8 Delivery, Storage,and Handling (Cont’d)

.2 Identification and Delivery:.1 Indicate on containers and/or wrappings the following:

.1 Manufacturer’s name and brand.

.2 Compliance with current applicable standard..2 Deliver materials in original containers, sealed, with

labels intact..3 Deliver fasteners in boxes and/or kegs, and keep in

protective storage until used. Do not oil or grease.

.3 Storage:.1 Provide and maintain dry, off-ground, weatherproof

storage..2 Store materials on supports to prevent deformation..3 Store membrane flat, and protect from detrimental

conditions..4 Store uncured flashing and jointing materials to prevent

premature curing and freezing..5 Store insulation protected from sunlight and weather

and deleterious materials..6 Store roofing materials in accordance with

manufacturer’s written instruction,to prevent damage or loss of performance.

.7 Keep all adhesives, sealants, primers, and cleaning materials away from all sources of ignition.

.8 Consult container labels and Material Safety Data Sheets (MSDS) for specified safety instructions.

.9 Keep insulation materials used in construction of roofing systems dry, before and during application. Store roll goods on end. Use breather-type coverings such as canvas.

.10 All waste materials to be collected, separated, and diverted as per 01 74 21 - Construction/Demolition Waste Management and Disposal.

1.9 Technical Supervision .1 The Roofing Contractor, in conjunction with the membrane manufacturer, shall arrange for two (2) site visits, to be conducted by the Manufacturer’s Technical (Warranty) Inspector.

.2 The Manufacturer’s Technical Representative shall visit the roof-works, once during application phase, and once for Final Warranty Inspection.


1.9 Technical Supervision (Cont’d)

.3 Any deviations made from the Contractor’s approved Shop Drawings and Manufacturer’s Specifications shall not be conducted without prior written approval by the Manufacturer’s Technical Representative in the first instance, and the Owner’s Representative in the second instance.

.4 The Roof Contractor is to submit, to the Owner’s Representative, copies of the Manufacturer’s Technical Inspection Reports, within one (1) week of visit.

.5 The above inspection and supervision shall be arranged by the Contractor, and any costs for this supervision shall be included in the Contract amount.

.6 Inspection by the Owner: Owner may engage and pay for an independent roofing inspection company to perform regular inspections. Give at least two (2) weeks’ notice of starting work, and allow inspector free access. Inspection may include thermographic survey of completed roof.

.7 Contractor shall complete any necessary repairs required for issuance of warranty.

1.10 Pre-InstallationConference

.1 Before installing roofing system, conduct conference, at the Project Site, to discuss proper installation of materials. Attendees shall include all parties directly affecting Work of this Section. Notify participants at least fourteen (14) working days before conference.

.2 Meet with Owner; Owner’s Representative; Owner’s Insurer, if applicable; Testing and Inspecting Agency Representative; Roofing Instal ler; Roofing System Manufacturer’s Representative; Deck Installer; and installers whose work interfaces with and/or affects roofing, including installers of roof accessories and roof-mounted equipment.

.3 Review methods and procedures related to roofing installation, including manufacturer’s written instructions.

.4 Examine deck substrate conditions and finishes, for compliance with requirements, including flatness and fastening.

.5 Review loading limitations of deck, during and after roofing.


1.10 Pre-InstallationConference (Cont’d)

.6 Review flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing.

.7 Document proceedings, including corrective measures and/or actions required, and furnish copy of record to each participant.

1.11 EnvironmentalRequirements

.1 Stop all roof work when temperature remains consistently below -18ºC, or when wind-chill effect would tend to set adhesives before proper adhesion takes place.

.2 Use only dry materials, and apply only during weather that will not introduce moisture into roofing system.

.3 Install roofing on dry deck, free of snow and ice; use only dry materials; and apply only during weather that will not introduce moisture into roofing system.

.4 Do not apply roofing membrane during inclement weather, or when ambient conditions will not allow proper application. Proceed with roofing work only when existing and forecasted weather conditions permit roofing to be installed according to Manufacturers’ written instructions and warranty requirements.

.5 Protect holes and reglets from water and ice during freezing weather.

.6 Provide necessary protection to ensure no damage to Work of this Section. Protect partially-completed Work at conclusion of each day.

.7 Provide protection to all building surfaces during hoisting, or application of roofing materials. Protect all adjacent surfaces, in an acceptable manner, from damage, marking, and soiling during installation of this Work. Make good any damage to adjoining surfaces caused by the work of this Section.

.8 Consult Manufacturer’s Technical Specifications on cold-weather application.

1.12 Field Conditions .1 Ambient Conditions:.1 Apply EPDM membrane only when surfaces and ambient

temperatures are within manufacturers’ prescribed limits.


1.12 Field Conditions (Cont’d)

.1 Ambient Conditions (Cont’d):.2 Do not install EPDM membrane when air and substrate

temperature remains below five (5) degrees celsius in accordance with manufacturer’s recommendations or when wind shill gives equivalent cooling effect.

.3 Install EPDM membrane on dry substrate, free of snow and ice. Use only dry materials and apply only during weather that will not introduce moisture into system.

.2 Ventilation:.1 Ventilate enclosed spaces in accordance with Section 01

51 00 - Temporary Utilities..2 Provide continuous ventilation during and after roofing

application..1 Run ventilation system twenty-four (24) hours per

day during installation..2 Provide continuous ventilation for seven (7) days

after completion of roofing installation.

1.13 Warranty .1 Type/Term:.1 Provide fifteen (15) year Roofing System Limited

Warranty, or pre-approved equivalent. System warranty shall include membrane, roof insulation, and all other products supplied by Roofing Manufacturer.

.2 Warranty:.1 Limit of Liability: No dollar limitation..2 Scope of Coverage: Repair any leak in the EPDM

Roofing System caused by the ordinary wear and tear of the elements, manufacturing defects in brand materials, and the workmanship used to install these materials.

.2 Coordinate site inspections with Manufacturer’s Technical Representative(s), for warranty purposes.

.3 All related fees, premiums, bonds, etc., are to be paid by the Contractor.

.4 This guarantee shall cover both labour and materials necessary to affect water-tightness.


PART 2 - PRODUCTS

2.1 Manufacturer’sMembrane Materials

.1 Firestone Fully Adhered single-ply membrane system: Non-reinforced, .060 EPDM RubberGard elastomeric sheet roofing panels that are adhered to an acceptable substrate with the manufacturer’s bonding adhesive. SRI Value must equal or exceed 78 for an area greater than 75% of roof area.

.2 Product/Producer: RubberGard EPDM membrane by Firestone, Carlisle SynTec, or pre-approved equivalent.

2.2 Elastomeric SheetRoofing and FlashingMembrane

.1 Description: Non-reinforced, cured, synthetic single-ply membrane composed of Ethylene Propylene Diene Monomer (EPDM), conforming to the following physical properties:.1 Membrane Type: .090” Standard..2 Product/Producer: QuickSeam Flashing by Firestone or

pre-approved equivalent.

2.3 Elastomeric SheetRoofing SystemComponents

.1 Roofing Flashing:.1 Description: Semi-cured 45 mil. EPDM membrane,

laminated to 35 mil. EPDM tape adhesive..2 Product/Producer: QuickSeam Flashing by Firestone or

pre-approved equivalent.

.2 Elastomeric Uncured Flashing:.1 Description: Non-reinforced, self-curing, synthetic,

single-ply flashing composed of Ethylene Propylene Diene Monomer (EPDM), conforming to the following physical properties as indicated by ASTM D4811-06, Standard Specification for Nonvulcanized Rubber Sheet Used as Roof Flashing..1 Nominal Thickness: .090”..2 Product/Producer: EPDM FormFlash flashing

membrane by Firestone or pre-approved equal.

.3 Lap Splice Tape:.1 Description: 35 mil. EPDM-based, formulated for

compatibility with EPDM membrane and high-solids primer.

.2 Product/Producer: QuickSeam Splice Tape by Firestone or pre-approved equivalent.

.4 Adhesive Primer:.1 Description: High-solids, butyl-based primer, formulated

for compatibility with EPDM membrane and tape adhesive.


2.3 Elastomeric SheetRoofing SystemComponents (Cont’d)

.4 Adhesive Primer (Cont’d):.2 Product/Producer: QuickPrime Splice Tape by Firestone

or pre-approved equivalent.

.5 Batten Covers:.1 Description: Cured 60 mil. EPDM membrane, laminated

to 35 mil. EPDM tape adhesive..2 Product/Producer: QuickSeam Batten Cover by

Firestone or pre-approved equivalent.

.6 Splice Adhesive:.1 Description: Butyl-based, formulated for compatibility

with EPDM membrane..2 Product/Producer: RubberGard Splice Adhesive by

Firestone or pre-approved equivalent.

.7 Bonding Adhesive:.1 Description: Neoprene-based primer, formulated for

compatibility with EPDM membrane and wide variety of substrate materials, including masonry, wood, and insulation facings.

.2 Product/Producer: #BA2004 RubberGard bonding Adhesive by Firestone or pre-approved equivalent.

.8 Penetration Pocket:.1 Description: Penetration Pocket consisting of .060

molded EPDM flashing with EPDM tape adhesive laminated to the bottom, accommodating up to a 4-inch diameter penetration or penetration cluster.

.2 Product/Producer: QS6 Penetration Pocket by Firestone or pre-approved equivalent.

.9 Pourable Sealer:.1 Description: 2-part urethane, 2-colour for reliable

mixing...2 Product/Producer: Pourable Sealer by Firestone or pre-

approved equivalent.

.10 Seam Plates, Batten Strips, and Insulation Plates:.1 Description: Steel with Galvalume coating..2 Reference Standard: Corrosion-resistant to meet most

current FM-4470 criteria..3 Product/Producer: Seam Plates, Batten Strips, and

Insulation Plates by Firestone or pre-approved equivalent.


2.3 Elastomeric SheetRoofing SystemComponents (Cont’d)

.11 Termination Bar:.1 Description: 1-5/16” x 3/32” (33 mm x 2.5 mm) thick

aluminum bar with integral caulk ledge..2 Product/Producer: Termination Bar by Firestone or pre-


.12 Roof Walkway Pads:.1 Description: X-Tred walkway pads 30” (760 mm) wide

compatible with EPDM with EPDM tape adhesive laminated to the bottom.

.2 Product/Producer: X-Tred Walkway Pads by Firestone or pre-approved equivalent.

.13 Pipe Flashing:.1 Description: Pipe flashing consisting of .060 molded

EPDM with EPDM tape adhesive strips laminated to the bottom.

.2 Product/Producer: QuickSeam Pipe Flashing by Firestone or pre-approved equivalent.

.14 Reinforced Perimeter Fastening Strip (RFP):.1 Description: 3” (75 mm)-wide QuickSeam Tape, factory

laminated to 6” (150 mm)-wide reinforced EPDM..2 Product/Producer: QuickSeam Reinforced Perimeter

Fastening Strip by Firestone or pre-approved equivalent.

.15 2” (50 mm) Metal Seam (RFP) Plates:.1 Description: Steel with a Galvalume coating..2 Reference Standard: Corrosion-resistant to meet most

current FM-4470 criteria.

.16 Fasteners:.1 Description: Firestone Fasteners are used in roofing

application for the attachment of roofing insulation (in combination with Firestone Insulation Plates) and attachment of Firestone Batten Strips, Firestone Seam Plates, Firestone “V” Plates, Firestone Termination Bars, and other accessories into an acceptable substrate where allowed by Firestone Specifications.

.2 Maximum penetration through deck to be 20 mm. Cut off excessive fastener penetrations.

.17 Safety Tape:.1 Quickseam bright yellow safety 30 mil. thick, 5-1/2” x

100” (140 mm x 30.5 meters).


2.4 Substrate Fasteners .1 Description: Heavy-duty threaded fastener with 4-coats fluorocarbon polymer coating and drill point tip capable of penetrating 20-gauge steel. Length shall be sufficient to penetrate deck a minimum of 3/32” (2.5 mm).

.2 Reference Standard: SAE 1022-latest edition, Heat Treated.

.3 Product/Producer: Heavy Duty (HD) fasteners by Firestone or pre-approved equivalent.

2.5 Parapet MetalFlashing

.1 Where indicated on the drawings, Parapet Metal Flashing to be pre-finished, galvanized steel, 24-gauge enamel, colour to match metal roof finish.

2.6 Nailers for FlangesInsulation

.1 Description: Structural Grade No. 2 or better Southern Pine, Douglas Fir, or Exterior-Grade plywood. All wood shall be pressure treated for rot resistance..1 Nailer Width: Minimum 3-1/2” (89 mm) (nominal) wide,

or as wide as the nailing flange of each roof accessory..2 Nailer Thickness: Thickness of roof insulation.

2.7 Thermal Barrier .1 Glass Mat, Gypsum Board: to ASTM C1177-latest edition, 1/2” (12.7 mm) thick, water-resistant core..1 Standard of Acceptance:

.1 Densdeck Duraguard by Georgia Pacific.

.2 Securock Roof Board by CGC, or pre-approved equivalent.

.2 Glass Mat Faced Gypsum Board Adhesive to be 830-05 Fire Resistive Roof and Insulation Adhesive by Henry Company, or pre-approved equivalent.

2.8 Deck Primer .1 Primer for all self-adhering air-/vapour-barrier membranes shall be Aquatac Primer or Blueskin Adhesive, by Henry Company, or pre-approved equivalent.

2.9 Vapour Retarder .1 Description: Self-adhered composite membrane with self-sealing properties, anti-skid surface, heel-puncture-resist membrane. Use Manufacturer’s recommended primer, as required.

.2 Product/Producer: V-Force Vapour-Barrier Membrane by Firestone; Blueskin PE 200 HT 40 mils., manufactured by Monsey Bakor; or pre-approved equivalent.


2.9 Vapour Retarder (Cont’d)

.3 Primer: V-Force Primer Adhesive by Firestone, Aquatec as manufactured by Henry/Bakor, or pre-approved equivalent.

2.10 Roof Insulation .1 Tapered insulation on the flat deck areas, as indicated on Drawings, shall be Polyisocyanurate Insulation, and an averaged R-value of R-39 distributed. Insulation to be Firestone ISO 95+, or pre-approved equivalent.

2.11 Cover Board .1 Description: Non-structural glass mat faced, non-combustible, water-resistant and silicone-treated gypsum core panel..1 Nominal Size: 4’ x 4’ (1220 mm x 1220 mm)..2 Nominal Thickness: 1/2” ( 12.7 mm)..3 Reference Standards:

.1 FS LLL-I-535B.

.2 ASTM C 208-12, Class C - Water Absorption, Linear Expansion.

.3 ASTM C 209-07ae1 - Water Absorption, Linear Expansion.

.4 ASTM C 165-07(2012) - Compressive Strength.

.5 Product/Producer: 1/2” ( 12.7 mm) Dens-Deck Prime by Georgia-Pacific or pre-approved equivalent.

2.12 Vent Stack Flashing .1 Purpose-made aluminum vent stack flashing complete with removable cap. Cap to be held in place with minimum two (2) screws per unit. Size to suit. .1 Reference Standard: Product Number SJ-25 Stack Jack

Flashing complete with removable cap by Thaler, or pre-approved equivalent.

2.13 Roof Drains .1 15” diameter, dura-coated, cast-iron roof-drain complete with aluminum dome and angular under-deck clamp..1 Reference Standard: ZA-100-ACR by Zurn, or pre-


2.14 Transition Flashing .1 Purpose-made PVC-coated metal flashing to transition between new EPDM roof-membrane and existing PVC roofing at gable-roof slopes and at existing thru wall flashing Size: 4” (100 mm) wide minimum x length to suit.

PART 3 - EXECUTION

3.1 Quality of Work .1 Compliance: comply with manufacturer’s written recommendations, including product technical bulletins, handling, storage and installation instruction, and data sheets.


3.1 Quality of Work (Cont’d)

.2 Do examination, preparation, and roofing work in accordance with Roofing Manufacturer’s Specification Manual and Canadian Roofing Contractors Association (CRCA) Roofing Specification Manual, except where specified otherwise.

3.2 Demolition .1 Remove all existing debris, articles, etc., from the noted existing roof area, as required.

.2 Remove all existing parapet cap flashings and metals flashings.

.3 Remove existing roof-membrane system and sub-frame, to expose tar finish of existing tectum deck. Protect tectum deck from damage by unfastening from below. Patch and repair deck, as required for installation of primer and new air-vapour barrier. Ensure that sealant and primer will not penetrate through deck joints by sealing potential cracks.

.4 Remove all bumps and ridges, to ensure smooth deck surface. Clean off all debris.

.5 Dispose of all debris in approved dumpsters or trucks, and transport same to a legal landfill site.

.6 Remove debris from site on a daily basis, in order to prevent the wind-blown dust and debris on the site from entering the building through doors, windows, and air intakes.

.7 Exercise care during demolition work, and erect warning/caution tape around disposal areas, in order to protect the Owner’s personnel, students, staff, and the general public.

3.3 Substrate Examination .1 Verification of Conditions: examine substrates and immediately inform the Owner’s Representative, in writing, of defects.

.2 Evaluation and Assessment: prior to beginning work ensure:.1 Substrates are firm, straight, smooth, dry; free of snow,

ice, or frost; and swept clean of dust and debris..2 Curbs have been built..3 Drains have been installed at proper elevations relative

to finished surfaces..4 Plywood and lumber nailer plates have been installed to

walls and parapets, as indicated.


3.3 Substrate Examination (Cont’d)

.3 Examine roof deck to determine that it is sufficiently rigid to support roofers and their mechanical equipment, and that deflection will not strain or rupture roof components and/or deform deck.

.4 Verify, with Installer present, that surfaces and site conditions are ready to receive work. Correct defects in the substrate before commencing with roofing work.

.5 Verify that wood nailers are in place and secured and match thickness of insulation required.

.6 Examine roof structure to verify that it is properly sloped to drains.

.7 Do not proceed with installation until all unsatisfactory conditions have been corrected.

.8 Start work with sealants and adhesives at 60º-80ºF, or as recommended by the manufacturer.

.9 Fumes from adhesive solvents may be drawn into the building during installation, through rooftop intakes. Appropriate measures must be taken to ensure that fumes from adhesive solvents are not drawn into the building through air intakes.

.10 Thoroughly clean all surfaces which are to receive the roofing and flashings, by whatever means necessary to remove laitance, rust, ponded water, dew, frost, snow, ice, water, oil, grease, and any other substances which may damage the membrane. Remove any sharp edges, fins, and properly repair any roughened surfaces which could cause damage.

.11 Clean substrate of dust, debris, and other substances detrimental to roofing installation, according to roofing system manufacturer’s written instructions. Remove sharp projections.

.12 All surface voids of the immediate substrate, greater than 6.35 mm wide, must be properly filled with an acceptable insulation or suitable fill material.


3.3 Substrate Examination (Cont’d)

.13 Temporarily block roof drains to prevent materials from entering and clogging roof drains and conductors, and from spilling and/or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place, or when rail is forecast.

.14 Lay out the EPDM Fully Adhered Roofing System in a fashion so that field and flashing splices are installed to shed water.

.15 Complete terminations and base flashings, and provide temporary seals to prevent water from entering completed sections of the roofing system at the end of the workday, or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing.

.16 Roofing membranes and insulation shall be covered and protected immediately after application, as specified.

3.4 Equipment .1 Use only equipment in good working order.

.2 Locate spray/rolling operations considering direction of prevailing winds, building fans, and air-handling units, parked cars, etc., in order to prevent contamination.

3.5 Protection of In-PlaceConditions

.1 Cover walls, walks, and adjacent work where materials hoisted or used.

.2 Use warning signs and barriers:.1 Maintain in good order until completion of work.

.3 Dispose of rain water away from face of building until drains or hoppers installed and connected.

.4 Protect from traffic and damage.

.5 Place plywood runways over work to enable movement of material and other traffic.

.6 At end of each day’s work, or when stoppage occurs due to inclement weather, provide protection for completed work and materials out of storage.

.7 Seal and ballast exposed edges.

.8 If metal connectors used, treat connectors and decking with rust proofing or galvanization.


3.5 Protection of In-PlaceConditions (Cont’d)

.9 Clean off drips and smears of bituminous material.

.10 Protect metal, glass, plastic, and painted surfaces from adhesives and sealants.

.11 Protect neighbouring work, property, cars, and persons from spills and overspray from adhesives, sealants, and coatings, and from damage related to roofing work.

.12 Protect finished areas of the roofing system from roofing-related work traffic and traffic by other trades. When remaining construction will not affect and/or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to the Owner.

.13 Have a 9 kg. dry chemical fire extinguisher, fully charged and in operable condition, at all areas where roofing is in progress.

.14 Provide 3/4” (19 mm) thick plywood underlaid with 1” (25 mm) thick polystyrene insulation board adhered to same, over roofed areas when working from, or over, such roof surfaces. Provide such protection below hoist rigs, ladders, pallets of material, for runways and in other circumstances where the roofing membrane is exposed to potential damage.

3.6 Preparation of SteelDeck (Channel Type)

.1 If using mechanical fasteners, treat decking with rust proofing or galvanization. (NOT APPLICABLE)

3.7 Wood Nailer Locationand Installation

.1 Total wood nailer height shall match the total thickness of insulation being used, and shall be installed with a 1/8” (3.2 mm) gap between each length and at each change of direction.

.2 Wood nailers shall be firmly fastened to the deck. Mechanically fasten wood nailers to resist a force of 200 lbs. per lineal foot.

3.8 Thermal Barrier .1 Adhesive fasten glass mat gypsum board to tectum deck as recommended by Manufacturer.

.2 Place thermal barrier in parallel courses with long axis of each sheet transverse to deck seams, with end joints staggered and fully supported on seams.


3.8 Thermal Barrier (Cont’d)

.3 Board shall be centered on, and supported on, deck in both directions.

.4 Tightly butt thermal barrier boards together.

.5 End joints of each course shall be staggered with adjoining courses.

.6 Neatly fit thermal barrier to all penetrations, with gaps not greater than 1/4” (6.35 mm).

.7 Secure thermal barrier to tectum deck, using purpose-specified adhesive recommended by Manufacturer.

3.9 Vapour Retarder .1 Adhere laminated vapour retarder using solvent-based adhesive as per manufacturer’s instructions.

.2 Apply vapour barrier as recommended by the Manufacturer. Lap all joints of vapour retardant a minimum of 4” (100 mm).

.3 At junction of deck to vertical surfaces, and along perimeter exposed eaves of roof deck, extend the vapour barrier 8” (200 mm) beyond the point where insulation will terminate. Ensure complete vapour-barrier system at all locations.

.4 Completely seal vapour retarder at terminations, obstruction, and penetrations.

3.10 Insulation:Fully Adhered,Adhesive Application

.1 Adhere insulation to laminated vapour-barrier using solvent-based adhesive.

.2 Place boards in parallel rows with ends staggered, and in firm contact with one another.

.3 Install tapered insulation as second insulation layer, in accordance with shop drawings..1 Stagger joints between layers 6” (150 mm) minimum.

.4 Apply adhesive in continuous ribbons at 300 mm on centre.

.5 Cut end pieces to suit.

3.11 Cover Board .1 Install 1/2” (12.7 mm) Cover Board over the insulation, with the long joints in continuous straight lines, perpendicular to roof slopes, with end joints staggered between rows. Tightly butt boards together.


3.11 Cover Board (Cont’d) .2 Mechanically attach using fasteners and insulation plates. Engage fasteners through cover board into deck, at the depth and rate as specified in the most current and applicable Manufacturer’s Technical Information Manual, Factory Mutual requirements, and I-90 fastening patterns.

3.12 (Exposed)ConventionalMembrane RoofingApplication

.1 Membrane, adhered, exposed application:.1 Beginning at the low point of the roof, place the roofing

membrane, without stretching, over the acceptable substrate, and allow to relax a minimum of thirty (30) minutes before attachment and/or splicing. As ambient air temperatures decrease, the relax time will increase.

.2 After making sure the sheet is placed in its final position, fold it back evenly onto itself, so as to expose the underside.

.3 Sweep the mating surface of the membrane with a stiff broom, to remove excess dusting agent (if any) or other contaminants, from the mating surface.

.4 Apply Bonding Adhesive at about the same time to both the exposed underside of the sheet, and the substrate to which it will be adhered, so as to allow approximately film thickness. Do not apply bonding adhesive to areas that will be subsequently spliced.

.5 Allow bonding adhesive to flash off until tacky. Touch the bonding adhesive surface with a clean, dry finger, to be certain that the adhesive does not stick and/or string. As you are touching the adhesive, push straight down to check for stringing; also push forward on the adhesive at an angle to ensure that the adhesive is ready throughout its thickness. If either motion exposes wet and/or stringy adhesive when the finger is lifted, then it is not ready for mating.

.6 Starting at the fold, roll the previously-coated portion of the sheet into the coated substrate, slowly and evenly, so as to minimize wrinkles.

.7 Compress the bonded half of the sheet to the substrate with a stiff push broom.

.8 Fold the unadhered half of the membrane sheet back onto itself, and repeat the bonding procedure to complete the bonding of the sheet.


3.12 (Exposed)ConventionalMembrane RoofingApplication (Cont’d)

.2 Lap joints, per Manufacturer’s instructions:.1 Position the sheet at the splice area by overlapping

membrane 5” (127 mm). Once the membrane is in place, mark the bottom sheet 5” (127 mm) to 3/4” (20 mm) from the edge of the top sheet every 4’-3” (1292 mm) to 6’-0” (1829 mm). Tack the sheet back with adhesive primer at 5’-0” (1524 mm) centres and at factory splices, or as necessary to hold back the membrane at the splicing area. Solvent clean edge.

.2 Remove excess amounts of dusting agent on sheet and at factory splices, using a stiff push broom. Stir adhesive primer thoroughly, before and during use. Apply the adhesive primer using long back-and-forth type strokes, with pressure along the length of the splicing area, until surfaces become a dark gray colour. Apply adhesive primer to both surfaces at the same time, to allow same flash off time. Change scrub pad each 200’ (60.96 m) of 3” (75 mm) field splice, or when pad will no longer hold proper amount of adhesive primer. Additional scrubbing is required at areas that may have become contaminated or have excess amounts of dusting agent, and at all factory splices.

.3 Position the splice tape on the bottom sheet, aligning the edge of the release paper with the markings. Immediately roll the splice tape with a 3” (75 mm) to 4” (100 mm) wide silicone or silicone-sleeved steel hand roller, or a short nap 3” (75 mm) paint roller.

.4 When the splice tape has been installed for the entire splice length, allow the top sheet to rest on top of the tape’s paper backing. Trim the top sheet, as necessary, to assure that 1/8” (3.2 mm) to 5” (125 mm) of the splice tape will be exposed on the finished splice.

.5 To remove the paper backing from the tape, first roll back the membrane sheet, then peel the paper backing off the splice tape by pulling against the weight of the bottom sheet at approximately a 45º angle to the tape, and parallel with the roof surface. Allow the top sheet to fall freely onto the exposed splice tape. Broom the entire length of the splice as the release paper is being removed.

.6 Roll the splice using a 1-1/2” (38 mm) to 2” (50 mm) wide silicone-sleeved steel hand roller, first across the splice, and then along the entire length of the splice.

.7 Perimeter securement with mechanical fasteners in accordance with manufacturer’s written instructions.


3.12 (Exposed)ConventionalMembrane RoofingApplication (Cont’d)

.3 Edge securement:.1 Secure membrane at all locations where the membrane

terminates or goes through an angle change greater than 2” (50 mm) in 12” (300 mm), except for around pipe penetrations less than 18” (457 mm) in diameter, and square penetrations less than 4” (100 mm) square.

.2 Mechanically fasten barbed seam plates with fasteners, in accordance with manufacturer’s details.

.3 Attach fastening strips to mechanically secure membrane. Ensure screws penetrate into deck or wood nailers.

.4 Adhesive recommended by manufacturer.

3.13 Flashings andPenetrations

.1 General:.1 Flash all penetrations passing through the membrane..2 The flashing seal must be made directly to the

penetration.

.2 Pipes, Round Supports, etc.:.1 Flash with pre-molded EPDM pipe flashing where

practical..2 Flash using form flash when pre-molded EPDM pipe

flashing is not practical.

.3 Structural Steel Tubing:.1 Use a field-fabricated pipe-flashing detail, provided that

the minimum corner radius is greater than 1/4” (6.35 mm), and the longest side of the tube does not exceed 12” (300 mm). When tube exceeds 12” (300 mm), use a standard curb detail.

.4 Roof Drains:.1 Provide a clean, even finish on the mating surfaces

between the clamping ring and the drain bowl..2 Taper insulation around the drain to provide a smooth

transition from the roof surface to the drain. Use pre-manufactured tapered insulation, with facer or suitable bonding surface to achieve slope. Slope shall not exceed manufacturer’s recommendations. Insulation thickness at roof drains minimum 2” (50 mm) thick.

.3 Position the membrane, then cut a hole for the roof drain to allow 1/2” (12.7 mm) to 3/4” (19 mm) of membrane extending inside the clamping ring past the drain bolts.


3.13 Flashings andPenetrations (Cont’d)

.4 Roof Drains (Cont’d):.4 Make round holes in the membrane to align with

clamping bolts. Do not cut the membrane back to the bolt holes.

.5 Place water block sealer on top of drain bowl where the clamping ring seats below the membrane.

.6 Install the roof drain clamping ring and clamping bolts. Tighten the clamping bolts to achieve constant compression.

.5 Pipe Clusters and Unusual Shaped Penetrations:.1 Fabricate penetration pockets to allow minimum

clearance of 1” (25 mm) between the penetration and all sides.

.2 Secure penetration pockets per manufacturer’s details.

.3 Fill penetration pockets with pourable sealer, so as to shed water. Pourable sealer shall be a minimum of 2” (50 mm) deep.

.6 Hot Pipes:.1 Protect the rubber components from direct contact with

steam or heat sources when the in-service temperature is in excess of eighty-two degrees Celsius 180ºF (82.2ºC). In all such cases, flash to an intermediate insulated “cool” sleeve per manufacturer’s details.

.7 Flexible Penetrations:.1 Provide a weathertight gooseneck set in water block

seal and secured to the deck..2 Flash in accordance with manufacturer’s details.

.8 Expansion Joints:.1 Install as shown on Roof Drawings, in accordance with

manufacturer’s details.

3.14 Flashing - Walls,Parapets, MechanicalEquipment, Curbs, Etc.

.1 Using the longest pieces practical, flash all walls, parapets, curbs, etc., a minimum of 200 mm high, as per manufacturer’s details.

.2 Evaluate the substrate, and overlay as per specifications, as necessary.

.3 Complete the splice between flashings and the main roof sheet, before adhering flashings to the vertical surface. Provide lap splices in accordance with manufacturer’s details.


3.14 Flashing - Walls, Parapets, MechanicalEquipment, Curbs, Etc. (Cont’d)

.4 Apply bonding adhesive at about the same time to both the flashing and the surface to which it is being bonded, so as to allow approximately the same flash-off time. Apply bonding adhesive in a uniform coating.

.5 Allow bonding adhesive to flash off until tacky. Touch the bonding adhesive surface with a clean, dry finger, to be certain that the adhesive does not stick and/or string. While touching the adhesive, pushing straight down to check for stringing, also push forward on the adhesive, at an angle, to ensure that the adhesive is ready throughout tits thickness. If either motion exposes wet and/or stringy adhesive when the finger is lifted, then it is not ready for mating. Flash-off time will vary, depending on ambient air conditions.

.6 Roll the flashing into the adhesive evenly and carefully, so as to minimize wrinkles. After rolling formflash, peel off the release sheet and discard. Formflash must be contoured to fit the substrate to which it is bonded, to minimize bridging and/or gapping. Use a silicone or silicone-sleeved steel hand roller for rolling formflash.

.7 Ensure proper contact of flashing by brooming in place.

.8 Provide termination directly to the vertical substrate, as shown on Roof Drawings.

.9 Install T-Joint covers at field and flashing splice intersections, as required by manufacturer.

.10 Install intermediate flashing attachment, as required by manufacturer’s specifications and details.

3.15 Flashing - Gravel,Stops or Roof EdgeMetals

.1 Apply adhesive primer to the metal edging and membrane, as described in manufacturer’s specifications.

.2 Place the roll of flashing on the roof a few feet ahead of the application starting point, positioned to that it unrolls from the top of the roll. Remove approximately 24”-36” (600 mm-914 mm) of release paper, and apply to the metal flange and membrane. Lap adjacent rolls of seam flashing a minimum of 1” (25.4 mm).


3.15 Flashing - Gravel,Stops or Roof EdgeMetals (Cont’d)

.3 With a 2”-3” (50 mm-75 mm) wide silicone or silicone-sleeved steel hand roller, roll the seam flashing to ensure proper adhesion. Additional attention must be given to factory splice intersections, and to any change in plane.

.4 Apply 6” (150 mm) length of seam flashing at seam joint cover, or 6” x 6” (150 mm x 150 mm) formflash to the inside edge of the seam flashing at all overlaps.

.5 Where seam flashing will not completely cover the metal flange, an additional piece of seam flashing must be applied to the metal edge laps. Apply seam edge treatment at intersections of the flashing sections.

.6 If the roof edge includes a gravel stop, and sealant is not applied between the laps in the metal edging, an additional piece of seam flashing shall be applied over the metal lap to the top of the gravel stop. After the initial application of seam flashing. Seam edge treatment shall be applied at the intersections of the two (2) flashing sections

.7 When the roof slope is greater than 1 in 12, apply seam edge treatment along the back edge of the seam flashing.

3.16 Metal Flashings - General

.1 Fabricate pre-finished, galvanized steel, 24-gauge enamel flashings associated with the roofing, and as indicated and detailed on the Drawings, in accordance with most current CRCA recommendations.

.2 Form pieces in 8’-0” (2.44 meter) maximum lengths. Make allowance for expansion at joints.

.3 Hem exposed edges on the underside 1/2” (12.7 mm). Mitre and seal corners with sealant. Shingle lap with open edge facing towards existing building.

.4 Form sections square, trim, and accurate, to ensure measurements are free from distortion and other defects detrimental to appearance and/or performance.

.5 Ensure that metal flashings are secured to withstand the high wind conditions of the Cape Breton area.

.6 Follow current industry guidelines for installation or Manufacturer’s requirements, whichever is more stringent.


3.17 TemporaryClosures

.1 Temporary closures, which ensure that moisture does not damage any completed sections of the new roofing system, are the responsibility of the applicator. Completion of flashings, terminations, and temporary closures shall be completed, as required, to provide a watertight condition.

3.18 Walkways .1 Install walkways at all access points to the roof, and around all rooftop equipment that may require maintenance.

.2 Layout membrane walkway pads so that the flat surface is over the complete membrane, spacing each pad a minimum of 1” (25 mm) and a maximum of 3” (75 mm) from each other, to allow for drainage.

.3 If the installation of membrane walkway pads over field-fabricated splices, or within 6” (150 mm) of a splice edge, cannot be avoided, flash in the splice using seam flashing, prior to installing the walkway pad The seam flashing shall extend beyond the walkway pad, a minimum of 6” (150 mm) on either side.

.4 Remove the release paper. Turn the walkway pad over, and place it in the adhesive primer.

.5 Walk on the pad to press in place, assuring proper adhesion.

3.19 Roof Drains .1 Install appropriate roof drains and related piping, insulation, etc., in coordination with the installation of the roof membrane.

.2 Ensure that roof drains are set permitting drainage, and are properly secured including roof sump receivers and under-deck clamps. Cut and slope insulation at roof drains, to form a sump around the drain, 4’ x 4’ (1220 mm x 1220 mm). Insulation thickness at roof drains to be 2” (50 mm).

3.20 Perimeter WarningTape

.1 Areas of membrane where tape is to be applied must be cleaned to a “like new” condition. Failure to properly clean the membrane will result in less than satisfactory adhesion. The membrane should be cleaned as follows:.1 New Membrane: Remove loose dirt and dust by wiping

clean with water. For areas where dirt is embedded, scrub the application area with a commercial, all-p u r p o s e c l e a n e r , a s p e r M a n u f a c t u r e r ’ s recommendations. Wash away residual cleaning material with clean water.


3.20 Perimeter WarningTape (Cont’d)

.2 After surface is clean and dry, apply tape to the surface, taking care to avoid trapping air and creating blisters as tape is smoothed over with hand pressure. If a chalk like is used, be sure to keep chalk dust clear of the application area. Heat weld tape to roofing membrane.

.3 Do not apply perimeter warning tape to surfaces where the temperature is below 40ºF (4ºC).

.4 Perimeter warning tape may be slippery when wet.

3.21 Field Quality Control .1 Field inspection and testing will be performed as required by the manufacturer.

.2 Correct identified defects and/or irregularities. Remove roofing that does not comply with requirements, repair substrates, reinstall roofing, and repair sheet flashings to a condition free of damage and/or deterioration, at the time of Substantial Completion and according to warranty requirements.

.3 Final Roof Inspection: Arrange for Roofing System(s) Manufacturer’s Technical Personnel to inspect roofing installation on completion, and submit report to Owner. Notify the Owner, forty-eight (48) hours in advance, of the date and time of inspection.

3.22 Flood Testing .1 Do not conceal waterproofing until inspection and testing are completed to the satisfaction of the Owner.

.2 Temporarily plug drains and dam horizontal surface areas to be tested, and flood with water to minimum depth of 3” (75 mm).

.3 Maintain flooded depth for twenty-four (24) hours.

.4 If leaks occur, repair and retest.

.5 Remove water at end of test.

3.23 Cleaning .1 Clean soiled surfaces, spatters, and damage caused by Work of this Section from building and surrounding areas.

.2 Remove trash, debris, and equipment from project site and surrounding areas.


3.23 Cleaning (Cont’d) .3 Check drains to ensure cleanliness and proper function, and remove debris, equipment, and excess material from site.

.4 Repair and/or replace damaged building components and/or surrounding areas, to the satisfaction of the Owner.

.5 Provide temporary protection cover boards as required to protect membrane during construction work period.


Cape Breton University Section 07 62 00Marvin Harvey Building Sheet Metal FlashingRoof Replacement and Trim Page ! of !1 6TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Work Included .1 Supply and install flashings, trims, and sheet metal applications for roofing, parapets, fascias, stops, and joint covers.

1.2 Related Sections .1 Rough Carpentry Section 06 10 00

.2 Ethylene Propylene DieneMonomer Roofing Section 07 53 23

1.3 References .1 The Aluminum Association Inc. (AAI):.1 AAI-Aluminum Sheet Metal Work in Building

Construction-latest edition..2 AAI DAF45-latest edition, Designation System for

Aluminum Finishes.

.2 Ame r i c a n Soc i e t y f o r T e s t i n g a nd Ma t e r i a l s International(ASTM):.1 ASTM A 653/A 653M-latest edition, Standard

Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.3 Canadian Roofing Contractors Association (CRCA):.1 Roofing Specification Manual-latest edition.

1.4 Submittals .1 Submit Shop drawings of each item to be fabricated, showing layout profiles, method of joining, and anchorage details.

.2 Submit duplicate 2” (50 mm) x 2” (50 mm) samples of each type of sheet metal material, finishes, and colours.

1.5 Quality Assurance .1 Installer Qualifications: Engage an experienced installer who has completed sheet metal flashing and trim work similar in material, design, and extent to that indicated for this Project, and with a record of successful in-service performance.



.2 Mock-Ups: Prior to installing sheet metal flashing and trim, construct mock-ups indicated to verify selections made under sample submittals, and to demonstrate aesthetic effects as well as qualities of materials and execution. Build mock-ups to comply with the following requirements using materials indicated for final unit of Work..1 Locate mock-ups on-site in the location and of the size

indicated and/or if not indicated, as directed by the Consultant.

.2 Notify the Consultant, one (1) week in advance, of the dates and times when mock-ups will be constructed.

.3 Demonstrate the proposed range of aesthetic effects and workmanship.

.4 Obtain Consultant’s approval of mock-ups before

.5 Retain and maintain mock-ups during construction, and in an undisturbed condition, as a standard for judging the completed Work..1 Approved mock-ups may become part of the

completed Work.

1.6 Delivery, Storage, andHandling

.1 Deliver, store, and handle materials in accordance with Section 01 61 00 - Common Product Requirements.

PART 2 - PRODUCTS

2.1 Prefinished Steel Sheet .1 Prefinished, galvanized steel with factory applied polyvinylidene fluoride finish..1 Class F1S..2 Colour to match existing metals..3 Sheet Metal Gauges: Unless otherwise indicated on the

drawings, use the minimum gauges for the following conditions:.1 Fascia Metal 22 gauge.2 Counter-flashing 24 gauge.3 Flashings 24 gauge.4 Copings up to 12” (300 mm) wide 24 gauge.5 Cleats 20 gauge.6 Sill Flashing 24 gauge.7 Drip Edge (at base of wall) 22 gauge.8 Cap Flashing and Trim 24 gauge.9 Scuppers 20 gauge

2.2 Accessories .1 Isolation Coating: Alkali-resistant bituminous paint.

.2 Plastic Cement: To CAN/CGSB 37.5-latest edition.


2.2 Accessories (Cont’d) .3 Underlay for Metal Flashing: No. 15 perforated asphalt felt to CSA A123.3-latest edition.

.4 Sealants: Refer to Project Drawings.

.5 Cleats: Of same material, and temper as sheet metal, minimum 2” (50 mm) wide.

.6 Fasteners: Of same material as sheet metal, to CSA B111-latest edition, flat head roofing nails of length and thickness suitable for application.

.7 Washers: Of same material as sheet metal, 1 mm thick with rubber packings.

.8 Touch-Up Paint: As recommended by prefinished material manufacturer.

2.3 Fabrication .1 Fabricate metal flashings and other sheet metal work as indicated.

.2 Fabricate aluminum flashings and other sheet aluminum work in accordance with AAI-Aluminum Sheet Metal Work in Building Construction.

.3 Form pieces in 8’-0” (2438.4 mm) maximum lengths..1 Make allowance for expansion at joints.

.4 Hem exposed edges on underside 1/2” (12.7 mm)..1 Mitre and seal corners with sealant.

.5 Form sections square, true, and accurate to size, free from distortion and other defects detrimental to appearance or performance.

.6 Apply isolation coating to metal surfaces to be embedded in concrete or mortar.

2.4 Metal Flashings .1 Form flashings, copings, and fascias to profiles and gauges indicated of galvanized, prefinished steel sheet.

2.5 Eaves Troughs andDownpipes(NOT APPLICABLE)

.1 Form eaves troughs and downpipes from 22-gauge, prefinished steel on aluminum sheet, or approved equal.

.2 Sizes and profiles as indicated.


2.5 Eaves Troughs andDownpipes (Cont’d)(NOT APPLICABLE)

.3 Provide goosenecks, outlets, strainer baskets, and necessary fastenings.

.4 Provide 24” x 24” (600 mm x 600 mm) concrete splash pans at downspouts emptying at grade.

.5 Tie downspouts into sub-grade drainage, unless otherwise indicated.

2.6 Scuppers(NOT APPLICABLE)

.1 Form scuppers from galvanized, prefinished steel, stainless steel, or PVC pipe, as indicated.

PART 3 - EXECUTION

3.1 Manufacturer’sInstructions

.1 Compliance: Comply with manufacturer’s written recommendations, including product technical bulletins, handling, storage and installation instruction, and data sheets.

3.2 Installation .1 Install sheet metal work in accordance with CRCA FL series details.

.2 Use concealed fastenings except where approved before installation.

.3 Provide underlay under sheet metal..1 Secure in place and lap joints 4” (100 mm).

.4 Counterflash bituminous flashings at intersections of roof with vertical surfaces and curbs..1 Flash joints using S-lock forming tight fit over hook

strips.

.5 Lock end joints and caulk with sealant.

.6 Turn top edge of flashing into recessed reglet or mortar joint minimum of 1” (25 mm). Lead wedge flashing securely into joint.

.7 Caulk flashing at reglet with sealant.


3.2 Installation (Cont’d) .8 Expansion Provisions: Space movement joints at maximum of 10 feet (3 m), with no joints allowed within 24” (610 mm) of corner and/or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used, or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing, hooked flanges, not less than 1” (25 mm) deep, filled with mastic sealant (concealed within joints).

.9 Sealed Joints: Form non-expansion, but movable, joint in metal, to accommodate elastomeric sealant, to comply with most current SMACNA standards.

.10 Separate metal from non-compatible metal and corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation, as recommended by the Manufacturer.

.11 Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view.

3.3 Eaves Troughs and Downpipes(NOT APPLICABLE)

.1 Install eaves troughs and secure to building at 30” (750 mm) on centre with eaves trough spikes through spacer ferrules..1 Slope eaves troughs to downpipes as indicated..2 Seal joints watertight.

.2 Install downpipes and provide goosenecks back to wall..1 Secure downpipes to wall with straps at 70.87” (1,800

mm) on centre; minimum two (2) straps per downpipe..2 Connect downpipes to drainage system and seal joint

with plastic cement as indicated.

.3 Install splash pans as indicated.

3.4 Scuppers(NOT APPLICABLE)

.1 Install scuppers as indicated.

.2 If using mechanical fasteners, treat decking with rust proofing or galvanization.

3.5 Cleaning .1 On completion and verification of performance of installation, remove surplus materials, excess materials, rubbish, tools, and equipment.


3.5 Cleaning (Cont’d) .2 Leave work areas clean, and free from grease, finger marks, and stains.


Cape Breton University Section 09 01 00Marvin Harvey Building Finishes RepairRoof Replacement Page ! of !1 2TDC Project No. 16-022 May, 2019


PART 1 - GENERAL

1.1 Description .1 Work Included:.1 To patch and repair all disturbed finish surfaces in the

existing Marvin Harvey Building, resulting from the demolition, cutting, patching, and renovation work as shown, specified, or implied and summarized, but not restricted to the following:.1 Tectum deck repair;.2 Paint to match existing; and.3 Ceiling tile repair.

1.2 Job Conditions .1 Protect and minimize disturbance to existing interior finishes which are to remain.

.2 Report to Consultant unforeseen conditions which show a deteriorated state, and await instructions to proceed.

PART 2 - PRODUCTS

2.1 Materials .1 Materials required to carry out the repair of surfaces disturbed during the course of construction. Materials to match and be compatible with adjacent surfaces.

.2 The following are possible materials which may be required, but not restricted to:.1 Gypsum Board;.2 Plaster;.3 Acoustic Ceiling Panels; and.4 Paint.

PART 3 - EXECUTION

3.1 Installation .1 Remove all loose and/or unstable materials, cut back to smooth edge to allow for a match of old and new surfaces.

.2 Obtain Consultant’s approval for colour and material matches, before installation.

Cape Breton University Section 09 01 00Marvin Harvey Building Finishes RepairRoof Replacement Page ! of !2 2TDC Project No. 16-022 May, 2019

3.1 Installation (Cont’d) .3 Repaint existing wall surface where disturbed, to obtain consistent colour and sheen over entire surface.


SYDNEY

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LEGEND:1 MARVIN HARVEY BUILDING (B-BLOCK)2 ARSENEAU-BRITTEN SCIENCE BUILDING (A-BLOCK)3 NRC/CRC (TECH CENTRE)4 CAMPUS CENTRE5 PLAYHOUSE (CAMPUS CENTER)6 LIBRARY (CAMPUS CENTRE)7 ATHLETIC CENTER7a MAX BELL HEALTH CENTRE8 CANADA GAMES COMPLEX9 TRANSIT HUB10 CAMPUS EXPANSION11 SHANNON SCHOOL OF BUSINESS12 VERSCHUREN CENTRE (CSEE)13 C-BLOCK (SOUTH)14 MacDONALD RESIDENCE15 CABOT RESIDENCE16 ALUMNI HALL (RESIDENCE)17 HARRISS HALL (RESIDENCE)18 CAPE BRETON HEALTH RECREATION COMPLEX19 SPORTS DOME

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P.O. Box 1073, Sydney, N.S., Canadaph. 902 539 8079 fax. 902 539 [email protected] www.trifos.com

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ARCHITECTURE

LIST OF DRAWINGS

ARCHITECT

341 Townsend Street,Consulting Engineers

F.C. O'Neill, Scriven& Assoc's Limited

Sydney, Nova Scotia, B1P 5G1: (902) 562-8090: (902) 562-6621: www.onsa.ca

pfw

MECHANICAL & ELECTRICAL

MARVIN HARVEY BUILDINGROOF REPLACEMENTCape Breton University, Sydney, Nova ScotiaIssued for Tender - May 3, 2019TDC Project No. 16-022

KEY PLAN

Marvin Harvey BuildingRoof ReplacementCape Breton University, Sydney, Nova Scotia

Issued for Tender May 3, 2019TDC Project No. 16-022

OWNER

ARCHITECTURAL

MECHANICAL - VENTILATIONM-101 ROOF DEMOLITION & RENOVATION PLAN

M-102 MECHANICAL SPECIFICATIONS

A-101 DEMOLITION ROOF PLAN AND NOTES

A-102 RENOVATION ROOF PLAN, NOTES AND PARAPET DETAILS

A-501 TYPICAL ROOF DETAILS

ELECTRICALE101 ELECTRICAL. - ROOFTOP RENOVATION (MECHANICAL HOOKUPS)

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A

22 28

±57'-9 1/2"

±164

'-10"

±61'

-9"

±18'-7"

±11'-7"

±61'

-6"

±167'-8 1/2"

±13"

±160'-8 1/2"

±49'-2"

±166

'-4"

40'-5

"41

'-2"

41'-2

"40

'-5"

1A-501

7A-501

3A-501

3A-501

2A-102

2A-102

2A-102

9A-501

5A-501 11

A-501

1A-501

1A-501

1A-501

11A-501

3A-501

3A-501

3A-501

1A-501

5A-501

5A-501

11A-501

5A-501

5A-501

EXISTINGROOF HATCH

VENT PIPE

EXHAUST VENT

MECH. UNIT

MECH. UNIT

MECH. UNIT

VENT PIPE

VENT PIPE

PIPE

EXHAUST VENT

MECH. UNIT

EXHAUST VENT

VENT PIPE

EXHAUSTVENT

ELECT. MAST

EXISTING PRE-FINISHEDMETAL CAP FLASHINGTO BE REMOVED.





RA# E1

RA# E1

VENT PIPE

EXPANSION JOINT CURB

EXPANSION JOINT CURB

N

ROOF OVERFIRST FLOOR TO

REMAIN AS IS

AC-1

AC-10

AC-1

AC-1

AC-1

RD

RD (ER)

AC-9

AC-8

AREA OF ROOF TO BEREMOVED AND REINSTATED.

ROOF TOP EQUIPMENT TO BERAISED WHERE REQUIRED TOACCOMMODATE ADDITIONALINSULATION.

RD (ER)

RD (ER)

RD (ER) RD (ER)

RD (ER)

SLO

PE

(ER) - DENOTES EXISTING TO BE REMOVED.

RD (ER) - EXISTING ROOF DRAIN TO BE REMOVED, SEE RENOVATIONPLAN FOR REPLACEMENT AND INFILL LOCATIONS.

DEMOLITION LEGENDDEMOLITION LEGEND

LIMIT OF ROOFREPLACEMENT

SLO

PE

-1 1/2"

-1 1/2"

ROOF OVER LINKTO REMAIN AS IS

SIM.

RD

RD

RD

RD

RD

RD

RD

RD (ER)

ANTENNA

SCALE: 1/16" = 1'-0"

1 DEMOLITION ROOF PLANA-101

PROJECT SPECIFIC DEMOLITION NOTES:

1. REMOVE AND REINSTALL ALL EXTERIOR ARCHITECTURAL, ELECTRICAL AND MECHANICAL FIXTURES, PROJECTIONS, ETC. TO ALLOW FOR THE INSTALLATION OF THE NEW ROOFING SYSTEMS . SEAL AROUND ALL PIPING OR WIRING PENETRATIONS. ADD BLOCKING AS REQUIRED FOR THE REATTACHMENT OF ALL FIXTURES, ETC.

2. ENSURE ADEQUATE TEMPORARY ENCLOSURES, SUPPORTS, FLASHINGS AND WATER PROOFING DURING DEMOLITION AND CONSTRUCTION TO AVOID WATER PENETRATION INTO THE EXISTING BUILDING.

3. ALL METAL FLASHINGS ARE TO BE REMOVED AND REINSTALLED AS REQUIRED TO ACCOMMODATE THE INSTALLATION OF THE NEW ROOFING SYSTEM AND WALL ASSEMBLIES.

4. CLEAN-OUT AND RETRO-FIT ALL ROOF DRAINS & VENTS AS REQUIRED. MODIFY / REHABILITATE AS REQUIRED TO ACCOMMODATE NEW ROOF SYSTEM.

5. REMOVE ALL REDUNDANT MECHANICAL AND ELECTRICAL CONDUIT, PIPING, HOODS, SKYLIGHTS, ETC. AS REQUIRED AND AS DIRECTED ON SITE. WORK CLOSELY WITH THE OWNERS MAINTENANCE PERSONNEL TO ENSURE THAT SERVICES ARE NO LONGER ACTIVE OR REQUIRED.

6. REMOVE AND REPLACE ALL FLASHINGS AT ALL ROOF TOP EXHAUST FANS, MECHANICAL CURBS, AND STRUCTURAL PROJECTIONS AS REQUIRED.

LEGEND:

DEMOLITION

TAPERED ROOF INSULATION

GENERAL NOTES FOR ROOF DEMOLITION

1. BEFORE BEGINNING WORK AT THE DEMOLITION SITE, WHERE POSSIBLE, AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED.

2. BEFORE BEGINNING WORK AT THE DEMOLITION SITE, INSPECT THE EXISTING BUILDING AND DETERMINE THE EXTENT OF EXISTING ROOFING AND OTHER ITEMS WHICH MUST BE REMOVED AND REINSTALLED IN ORDER TO PERFORM THE WORK UNDER THIS CONTRACT.

3. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THIS CONTRACT. INSPECT THOSE AREAS, AND ASCERTAIN WORK NEEDED, AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS, AT NO ADDITIONAL COST.

4. PROTECT EXISTING WORK TO REMAIN FROM DAMAGE.

5. REPAIR PATCH, AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES, THOSE EXISTING SURFACES DAMAGED OR NEWLY EXPOSED DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.

6. MINIMIZE TIME BETWEEN TEAR OFF AND RE-ROOFING TO ABSOLUTE MINIMUM.

7. SCHEDULE AND PREFORM TEAR OFF DURING CLEAR WEATHER. PROTECT AGAINST INFILTRATION WITH PLASTIC TARPS. PREFORM WORK IN SMALL MANAGEABLE SECTIONS OF WORK.

8. COVER PLANTS, SHRUBS AND GRASS TO REDUCE CLEAN UP AND PRESERVE LAND SCRAPING. REINSTATE DAMAGED SOD, LANDSCAPING AND SITE WORKS AFTER COMPLETION.

9. PREVENT ROOF DEBRIS FROM SLIDING AND BLOWING OFF ROOF. ARRANGE FOR TRASH CONTAINER.

10. WHEREVER POSSIBLE, PRESERVE AND RE-USE DIFFICULT TO REPLACE FLASHINGS IF THEY ARE IN GOOD CONDITION. REPLACE FLASHINGS AS NOTED ON DRAWINGS.

11. REMOVE EXISTING EPDM MEMBRANE, COVER BOARD AND STYROFOAM. EXISTING BUILT-UP ASPHALT COATED BOARD AND TECTUM SHEATHING TO REMAIN.

S.M./S.Y.

1. LOCATION AND QUANTITY OF ALL ROOFPENETRATIONS SUCH AS ROOFDRAINS,EXHAUST FANS, ROOF VENTSAND CURBS ETC. ARE TO BECONFIRMED ON SITE.

2. ALL DIMENSIONS ARE TO BE VERIFIEDON SITE PRIOR TO CONSTRUCTION

3. CONDUCT DEMOLITION, DEBRISREMOVAL AND PROTECTION MEASURESAS PER CONTRACT.

EXISTING ROOF ASSEMBLY RA# E1

- EXISTING ROOF MEMBRANE (TO BE REMOVED)- EXISTING ROOF BOARD (TO BE REMOVED)- EXISTING INSULATION (TO BE REMOVED)- EXISTING VAPOUR BARRIER AND COVER BOARD (TO REMAIN)- EXISTING 2" TECTUM PANELS (TO REMAIN)- EXISTING SUB-PERLIN (TO REMAIN)- EXISTING O.W.S.J. (TO REMAIN)

NOTES

SEAL

PLOT DATE

DRAWN BYCHECKED BY

INTE

RIO

RS

ARCHITECTUREP.O. Box 1073, Sydney, N.S., Canadaph. 902 539 8079 fax. 902 539 [email protected] www.trifos.com

REVISIONS

SCALE

DRWG.CAD FILE

PROJECT

DRAWING

DESCRIPTIONNO. Y - M - D

GENERAL NOTES

MAIN/PROJ./CAD/16-022

IT IS THE CONTRACTORS RESPONSIBILITYTO CHECK AND VERIFY THAT ALLDIMENSIONS AND SIZES ARE CORRECT,AND TO REPORT IN WRITING ANY ERRORSOR OMISSIONS TO THE ARCHITECT PRIORTO PROCEEDING WITH WORK. AVOIDSCALING OF DRAWING, EXCEPT ASPERMITTED BY ARCHITECT. READ THEDRAWINGS IN CONJUNCTION WITH ALLARCHITECTURAL, ELECTRICAL,MECHANICAL, STRUCTURAL, ANDCOMPLETE SPECIFICATIONS. ALLCONSTRUCTION TO BE IN ACCORDANCEWITH THE NATIONAL BUILDING CODE OFCANADA 2015. THESE DRAWINGS SHALLNOT BE USED FOR CONSTRUCTIONPURPOSES UNLESS SIGNED AND SEALEDBY THE ARCHITECT.

MARVIN HARVEY BUILDINGROOF REPLACEMENT

CAPE BRETON UNIVERSITY

AS NOTEDS.T.

A-101

DEMOLITION ROOF PLAN ANDNOTES

2019-05-03

ISSUED FOR TENDER1. 2019-05-03

NEW ROOF ASSEMBLY RA# 1- NEW FULLY ADHERED EPDM ROOFING MEMBRANE- NEW FULLY ADHERED 1/2" COVER BOARD- NEW FULLY ADHERED RIGID INSULATION (AVG. R-30).- NEW FULLY ADHERED AIR/VAPOUR BARRIER MEMBRANE- NEW FULLY ADHERED THERMAL BARRIER- EXISTING VAPOUR BARRIER AND COVER BOARD- EXISTING 2" TECTUM PANELS- EXISTING SUB-PERLIN- EXISTING O.W.S.J.

1'-8

"

10"

EXISTINGSTEEL JOIST

EXISTINGSUB-PURLIN

EXISTING WALL ASSEMBLY TO REMAIN- EXISTING NOMINAL 4" BRICK VENEER- EXISTING AIR SPACE- EXISTING 1" RIGID INSULATION- EXISTING NOMINAL 8" CMU BLOCK C/WMASONRY TIES EVERY TWO COURSES

EXISTING 2x8 WOODBLOCKING TO REMAIN

EXISTING 2x12 WOODBLOCKING TO REMAIN

2 LAYERS OF 1/2" EXT. GRADE PLYWOODSECURED TO STUDS

3" QUICKSEAM SPLICE TAPE

FILL VOID WITH INSULATION

CONTINUOUS CLIP ANGLE

PRE-FINISHED BREAK FORMED24 GAUGE SHEET METAL FLASHING.

COLOUR TO MATCH EXISTING

CONTINUOUS P.T. BLOCKING CUT TOSLOPE AND SECURED TO BLOCK ONLY

SEALANT

PRE-FINISHED BREAK FORMED METAL CAP FLASHINGc/w CONTINUOUS CLIP ANGLE BOTH SIDES.COLOUR TO MATCH EXISTING.

PRE-FINISHED SHEET METAL FLASHINGCOMPLETE WITH SEAMED JOINTS AND

FOLDING EDGES WHEN EXPOSED TO VIEW.COLOUR TO MATCH EXISTING.

FLEXIBLE MEMBRANE FLASHINGCONTINUOUS TO TOP OF CURB

TOP OF EX.JOISTS

TOP OF EXISTING BOARD TO REMAIN

SLOPE

143'-9 1/2"

NEW ROOFASSEMBLYRA#1

GRID

FULLY ADHERED VAPOUR BARRIERMEMBRANE

1/2" PLYWOOD SHEATHING ON2 x 6 STUD FRAMING @ 16" o.c.

FULLY ADHERED EPDMRUBBER GUARD MEMBRANE

8 1/

2"

9"

1"

EXISTING FLASHING, MEMBRANEAND BLOCKING TO BE REMOVEDDOWN TO EXISTING 2 X 12.

EXISTING 2 X 12 ANCHORED INTOEXISTING MASONRY VENEER TO REMAIN

EXISTING WALL ASSEMBLY TO REMAIN

EXISTING STEEL BEAM

EXISTING MASONRY TO REMAIN

EXISTING 2 X 8 TO REMAIN (WHERE BLOCKWALL EXTENDS AND TOP OF JOISTS)

EXISTING ROOFASSEMBLY RA#E1

GRID

6 8 10 12 14 22201816 27 31

Z

X

U

S

NZ

NY

NX

H

D

A

22 28

±57'-9 1/2"

±164

'-10"

±61'

-9"

±18'-7"

±11'-7"

±61'

-6"

±167'-8 1/2"

±13"

±160'-8 1/2"

±49'-2"

±166

'-4"

10'-0" TYP.

40'-5

"41

'-2"

41'-2

"40

'-5"

2A-501

8A-501

4A-501

4A-501

3A-102

3A-102

3A-102

10A-501

6A-501 12

A-501

2A-501

2A-501

2A-501

12A-501

4A-501

4A-501

4A-501

2A-501

12A-501

3A-102

4A-501

4A-501

10A-501

4A-501

6A-501

6A-501

6A-501

14A-501

10A-501

6A-501

EXISTINGROOF HATCH

RE-BUILTEXPANSION JOINT CURB

VENT PIPE

EXHAUST VENT

MECH. UNIT

MECH. UNIT

MECH. UNIT

VENT PIPE

VENT PIPE

PIPE

EXHAUST VENT

MECH. UNIT

EXHAUST VENT

VENT PIPE

EXHAUSTVENT

ELECT. MAST

NEW PRE-FINISHED METALCAP FLASHING TYP



EXISTING ROOFTO REMAIN AS IS

YELLOW SAFETYTAPE SECURED TOROOF MEMBRANE

VENT PIPE

RE-BUILTEXPANSION JOINT CURB

RA #1

RA #1

RA #1

RA #1

NEW 2'x2' PAVERS

NEW 2'x2' PAVERS

NEW 2'x2' PAVERS

N

ROOF OVERFIRST FLOOR TO

REMAIN AS IS

AC-1

AC-10

AC-1

AC-1

AC-1

RD

AC-9

AC-8

ROOF TOP EQUIPMENT TO BERAISED WHERE REQUIRED TOACCOMMODATE ADDITIONALINSULATION.

RD - NEW ROOF DRAIN TO BE SUPPLIED AND INSTALLED IN EXISTINGROOF DRAIN LOCATION.

HP - DENOTES HIGH POINT OF NEW SLOPED INSULATION

RENOVATION LEGEND

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN. 2%SLOPE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

MIN

. 2%

SLO

PE

HP

HPHPHP

HP

HP HP HPHP

HPHP HP

HP

EXISTING ROOF INFILL AT REMOVEDROOF DRAIN LOCATIONS

RENOVATION LEGEND

+12.25"+12.25" +10.25"

+11.25"

+12.

25"

+12.

25"

+12.25"

UPPER ROOF - AVERAGE THICKNESS 6.75"

LIMIT OF ROOFREPLACEMENT

NEWRD

NEWRD

NEWRD

NEWRD

NEWRD

NEWRD

HP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

MIN

. 2%

SLO

PE

+11.25"+11.25" +11.25"

+11.25"

MIN. 2%SLOPE

MIN. 2%SLOPE

TYP

TYP

MIN

. 2%

SLO

PE

ROOF OVER LINKTO REMAIN AS IS

ANTENNA

SCALE: 1 1/2"= 1'-0"

3 RENOVATION PARAPET DETAILA-102

SCALE: 1 1/2"= 1'-0"

2 DEMOLITION PARAPET DETAILA-102

SCALE: 1/16" = 1'-0"

1 RENOVATION ROOF PLANA-102

RENOVATION NOTES:

1. REINSTALL ALL ARCHITECTURAL, ELECTRICAL AND MECHANICAL FIXTURES, PROJECTIONS, ETC. AFTER THE INSTALLATION OF THE NEW ROOFING SYSTEM AND EXTERIOR WALL ASSEMBLIES. SEAL AROUND ALL PIPING OR WIRING PENETRATIONS. ADD BLOCKING AS REQUIRED FOR THE REATTACHMENT OF ALL FIXTURES, ETC.

2. ALL METAL FLASHINGS ARE TO BE INSTALLED AS REQUIRED TO ACCOMMODATE THE INSTALLATION OF THE NEW ROOFING SYSTEM AND WALL ASSEMBLIES.

3. REPLACE ALL ROOF DRAINS. MODIFY / REHABILITATE EXISTING EQUIPMENT TO REMAIN AS REQUIRED TO ACCOMMODATE NEW ROOF SYSTEM.

4. SCHEDULE AND COORDINATE WITH THE OWNER’S FORCES PRIOR TO ANY INTERRUPTIONS TO SERVICES.

5. REPLACE ALL FLASHINGS AT ALL ROOF TOP EXHAUST FANS, MECHANICAL CURBS, AND STRUCTURAL PROJECTIONS AS REQUIRED.

6. REMOVE EXISTING ROOF ASSEMBLY AND INSTALL NEW EPDM ROOF SYSTEM AS INDICATED.

7. REMOVE AND REPLACE OR REINSTALL PARAPET CAP FLASHINGS AS INDICATED.

8. PATCH AND REPAIR INTERIOR FINISHES EFFECTED BY REHABILITATION.

LEGEND:

DEMOLITION

TAPERED ROOF INSULATION

S.M./S.Y.

1. LOCATION AND QUANTITY OF ALL ROOFPENETRATIONS SUCH AS ROOFDRAINS,EXHAUST FANS, ROOF VENTSAND CURBS ETC. ARE TO BECONFIRMED ON SITE.

2. ALL DIMENSIONS ARE TO BE VERIFIEDON SITE PRIOR TO CONSTRUCTION

3. CONDUCT DEMOLITION, DEBRISREMOVAL AND PROTECTION MEASURESAS PER CONTRACT.

NOTES

SEAL

PLOT DATE

DRAWN BYCHECKED BY

INTE

RIO

RS


REVISIONS

SCALE

DRWG.CAD FILE

PROJECT

DRAWING


GENERAL NOTES





AS NOTEDS.T.

A-102

RENOVATION ROOF PLAN, NOTESAND PARAPET DETAILS

2019-05-03


EXISTING METAL FLASHINGTO BE REMOVED

EXISTING WOODFRAMING BOLTED TOCHANNEL TO REMAIN

EXISTING CHANNELFRAMING TO REMAIN

EXISTING P.T. WOOD CURB TO REMAIN

EXISTING MEMBRANEFLASHING TO BE REMOVED

EXISTING MECHANICAL DUCTTO BE MODIFIED AS REQUIRED

EXISTING MECHANICAL UNIT TO BERAISED AS REQUIRED TO

ACCOMMODATE NEW ROOF SYSTEM

EXISTING PRESSURE TREATEDWOOD CURB TO REMAIN

EXISTING BATTINSULATION TO REMAIN

EXISTING METALCLOSURE TO REMAIN

EXISTING RA# E1

TOP OF EX.JOISTS

EXISTING VAPOUR BARRIERAND COVER BOARD TO REMAINON EXISTING TECTUM PANELS

EXISTING ASSEMBLYTO REMAIN

EXISTING DUCT LEGSUPPORT TO BE MODIFIEDTO ACCOMMODATE NEWROOF ASSEMBLY.

EXISTING BUILT-UP WOODCURB TO BE REMOVED

TOP OF EX.JOISTS

EXISTING RA# E1


EXISTING FLASHING TOBE REMOVED

EXISTING P.T. WOODCURB TO BE REMOVED

EXISTING MEMBRANEFLASHING TO BE REMOVED

EXISTING METAL FLASHINGTO BE REMOVED

EXISTING STEEL CHANNELFRAMING SECURED TOEXISTING O.W.S.J. TO REMAIN


EXISTINGBATT INSULATION.


EXISTING INSULATED DUCTASSEMBLY TO BE MODIFIED TO

ACCOMMODATE ROOF ASSEMBLY

TOP OF EX.JOISTS


EXISTING RA# E1

EXISTING ROOF DRAIN TO BE REMOVED

EXISTING WATER CUT OFF MASTIC TO BE REMOVED

EXISTING WOOD BLOCKING TO REMAIN

TOP OF EX.JOISTS

SLOPE SLOPE

EXISTING RA# E1


EXISTING RA# E1

EXISTING WOOD BLOCKINGTO BE REMOVED

EXISTING VENT STACK TO REMAIN -PREPARE TO EXTEND VENT STACKPIPE HEIGHT IN ORDER TOACCOMMODATE INCREASEDINSULATION THICKNESS

TOP OF EX.JOISTS


EXISTING RA# E1

+13"

3 1/

2"

EXISTING WOOD BLOCKINGTO BE REMOVED

EXISTING STEELJOIST TO REMAIN

EXISTING SUB-PURLINSTO REMAIN

EXISTING EPDM MEMBRANETO BE REMOVED

TOP OF EX.JOISTS


EXISTING RA# E1

12" (

MIN

.)

EXISTING MECHANICAL UNIT TO BERAISED AS REQUIRED TO

ACCOMMODATE NEW ROOF SYSTEM

EXISTINGWOOD FRAMINGBOLTED TO CHANNEL

EXISTINGCHANNEL FRAMING

EXISTING BATTINSULATION TO REMAIN


EXISTING CONTINUOUS ANGLETO SUPPORT EXISTING DECK

EXISTING PRESSURE TREATEDWOOD CURB TO REMAIN

EXTEND EXISTING WOOD CURB WITH NEW2 X 4 PRESSURE TREATED WOOD CURB

NEW METAL FLASHING


- FULLY ADHERED EPDM MEMBRANE- 1/2" EXTERIOR GRADE PLY WOOD

- FULLY ADHERED AIR VAPOUR BARRIER

TOP OF EX.JOISTS

EXISTINGROOF SYSTEM

NEW RA#1

EXISTING ASSEMBLYTO REMAIN

1'-0

"

EXISTING STEEL CHANNELFRAMING TO REMAIN

EXISTING METAL CLOSURE TO REMAIN

EXISTINGBATT INSULATION.

NEW METAL FLASHING


- FULLY ADHERED EPDM MEMBRANE- 1/2" EXTERIOR GRADE PLY WOOD

- FULLY ADHERED AIR VAPOUR BARRIER - 1/2" EXTERIOR GRADE PLYWOOD

- PRESSURE TREATED 2 x 4 STUD WALLWITH - BATT INSULATION

- 1/2" EXTERIOR GRADE PLYWOOD

EXISTING INSULATED DUCTASSEMBLY TO BE MODIFIED TO

ACCOMMODATE ROOF ASSEMBLY

NEW 1/2" EXTERIOR GRADEPLYWOOD


TOP OF EX.JOISTS

NEW RA#1

MIN

.

EXISTING METAL ANGLE DUCT LEGMODIFIED TO ACCOMMODATE THE

NEW ROOF ASSEMBLY NEW 1" RIGID STYROFOAM INSULATIONSECURED TO THE BOTTOM OF EACHPAVER WITH WATER PROOF GLUE, TOBE PLACED ON LEVEL ROOF SURFACE.

TOP OF EX.JOISTS

NEW RA#1


NOTE: DUCTS TOBE A MINIMUM OF12" ABOVE ROOF

1'-0

"

NEW EXTENSION ONEXISTING VENT STACK

NEW THALER SJ-27REMOVABLE CAP STACK

JACK FLASHING, TYPICAL

NEW ROOF EXPANSION JOINT:-2- 2 X 6 STUD WALLS - FILL WITH BATT INSULATION-EXTERIOR FIBREGLASS MAT GYPSUM SHEATHING (BOTH SIDES ABOVE ROOF)-SELF-ADHERED AIR-VAPOUR BARRIER MEMBRANE (EXTEND OVER)-FULLY ADHERED ROOF FLASHING TIED INTO NEW EPDM ROOF

EXTEND EXISTING VENT STACKPIPE TO ACCOMMODATETHICKENED INSULATION OF RA#1

TOP OF EX.JOISTS

NEW RA#1 NEW RA#1


MIN

.

1'-0

"

EXISTINGSTEEL JOIST

EXISTINGSUB-PURLIN

NEW EPDM MEMBRANE

NEW REFINISHED METAL FLASHINGCAP C/W CONTINUOUS CLIP ANGLE

NEW ROOF EXPANSION JOINT:-2- 2 X 6 STUD WALLS - FILL WITH BATT INSULATION-EXTERIOR FIBREGLASS MAT GYPSUM SHEATHING (BOTH SIDES ABOVE ROOF)-SELF-ADHERED AIR-VAPOUR BARRIER MEMBRANE (EXTEND OVER)-FULLY ADHERED ROOF FLASHING TIED INTO NEW EPDM ROOF

EXTEND AIR/VAPOUR BARRIER THROUGHEXPANSION JOINT C/W FOLD AND NEOPRENE

ROD TO ACCOMMODATE BUILDING MOVEMENT

EXTEND VAPOUR BARRIER THROUGHEXPANSION JOINT C/W FOLD TOACCOMMODATE BUILDING MOVEMENT

FILL VOID WITHBATT INSULATION

TOP OF EX.JOISTS

NEW RA#1 NEW RA#1


MIN

.

4'-0" X 4'-0" ROOF DRAIN SUMP TYPICAL

NEW ROOF DRAIN AS SPECIFIED

NEW WATER CUT OFF MASTIC

EXISTING WOOD BLOCKING

TOP OF EX.JOISTS

NEW RA#1

SLOPE

NEW RA#1


SLOPE

EXISTINGSTEEL JOIST

EXISTINGSUB-PURLIN

NEW RA#1

12" (

MIN

.)

EXISTING BILCO ROOF HATCH TOBE RAISED AS REQUIRED

3" QUICK SEAM SPLICE TAPE

1/2" PLYWOOD SHEATHING

1/2" PLYWOOD SHEATHING ON2 x 6 STUD FRAMING AT 16" o.c.

FULLY ADHERED EPDM MEMBRANE

FULLY ADHERED VAPOUR BARRIER MEMBRANE

NEW PLYWOOD AS REQUIRED

TOP OF EX.JOISTS

TOP OF WOOD STUD WALL

TOP OF EXISTING BOARD TO REMAIN

SLOPE

143'-9 1/2"

NEW ROOFASSEMBLYRA#1

SCALE: 1 1/2"= 1'-0"

1 DEMOLITION MECH UNIT CURB DETAILA-501

SCALE: 1 1/2"= 1'-0"

7 DEMOLITION WOOD DUCT LEG SUPPORT DETAILA-501

SCALE: 1 1/2"= 1'-0"

3 DEMOLITION DUCT CURB DETAILA-501

SCALE: 1 1/2"= 1'-0"

9 DEMOLITION ROOF DRAIN DETAILA-501

SCALE: 1 1/2"= 1'-0"

5 DEMOLITION VENT STACK DETAILA-501

SCALE: 1 1/2"= 1'-0"

11 DEMOLITION ROOF EXPANSION JOINTA-501

SCALE: 1 1/2"= 1'-0"

2 RENOVATION MECH UNIT CURB DETAILA-501

SCALE: 1 1/2"= 1'-0"

4 RENOVATION DUCT CURB DETAILA-501

SCALE: 1 1/2"= 1'-0"

8 RENOVATION PAVER DUCT LEG SUPPORT DETAILA-501

SCALE: 1 1/2"= 1'-0"

6 RENOVATION VENT STACK DETAILA-501

SCALE: 1 1/2"= 1'-0"

12 RENOVATION ROOF EXPANSION JOINTA-501

SCALE: 1 1/2"= 1'-0"

10 RENOVATION ROOF DRAIN DETAILA-501

SCALE: 1 1/2"= 1'-0"

13 RENOVATION HIGH POINT SECTIONA-501 SCALE: 1 1/2"= 1'-0"

14 RENOVATION ROOF HATCH DETAILA-501

S.M./S.Y.

NOTES

SEAL

PLOT DATE

DRAWN BYCHECKED BY

INTE

RIO

RS


REVISIONS

SCALE

DRWG.CAD FILE

PROJECT

DRAWING


GENERAL NOTES





AS NOTEDS.T.

A-501

TYPICAL ROOF DETAILS

2019-05-03
