SECTION 00 01 10 – TABLE OF CONTENTS 1.1 TABLE ......2019/08/29 · 01 31 19 Project Meetings 01 32 16.19 Construction Progress Schedule – Bar (Gantt) Chart 01 33 00 Submittal

National Master Specification (NMS) Section 00 01 10

February 2019 TABLE OF CONTENTS

Page 1

SECTION 00 01 10 – TABLE OF CONTENTS

Part 1 General

1.1 TABLE OF CONTENTS

.1 The following Sections are included in the Project Specifications:

Section Number Section Title

01 11 00 Summary of Work

01 14 00 Work Restrictions

01 21 00 Allowances

01 29 83 Payment Procedures for Testing Laboratory Services

01 31 19 Project Meetings

01 32 16.19 Construction Progress Schedule – Bar (Gantt) Chart

01 33 00 Submittal Procedures

01 35 29.06 Health and Safety Requirements

01 35 43 Environmental Procedures

01 41 00 Regulatory Requirements

01 45 00 Quality Control

01 51 00 Temporary Utilities

01 52 00 Construction Facilities

01 55 26 Traffic Control

01 56 00 Temporary Barriers and Enclosures

01 61 00 Common Product Requirements

01 73 00 Execution

01 74 00 Cleaning

01 77 00 Closeout Procedures

01 78 00 Closeout Submittals

02 41 13 Selective Site Demolition

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 30 00 Cast-in-Place Concrete

04 05 00 Common Work Results for Masonry

04 05 19 Masonry Reinforcing

04 22 00 Concrete Unit Masonry

05 12 23 Structural Steel

05 31 00 Steel Decking

05 50 00 Metal Fabrications

07 61 00 Sheet Metal Roofing

08 90 00 Louvres

31 05 16 Aggregates for Earthwork

32 01 18 Routing and Sealing Pavement Cracks

32 11 23 Aggregate Base Courses

32 12 16.01 Asphalt Paving

32 31 13 Chain Link Fences

32 91 19.13 Topsoil Placement and Grading

32 92 23 Sodding

Section 00 01 10 National Master Specification (NMS)

TABLE OF CONTENTS February 2019

Page 2

Part 2 Products

2.1 NOT USED

.1 Not Used

Part 3 Execution

3.1 NOT USED

.1 Not Used

END OF SECTION


February 2019 SUMMARY OF WORK

Page 1

SECTION 01 11 00 – SUMMARY OF WORK

Part 1 General

1.1 WORK COVERED BY CONTRACT DOCUMENTS

.1 Work of this Contract includes the construction of a new compressed gas storage area at

the Canada Centre for Inland Waters, located at 867 Lakeshore Road in Burlington,

Ontario. In particular, the work, briefly described below, includes, but is not necessarily

limited to the following:

.1 The installation and maintenance of hoarding, dust protection, and construction

signage around the area of work and staging area, as described in the Project

Specifications.

.2 Removal and disposal of the existing fencing, asphalt pavement, concrete curbs,

soft landscaping material, tree, and subgrade material within the new concrete

pad and asphalt walkway installation area, as indicated on the Drawings.

.3 Construction of new reinforced cast-in-place concrete foundations for the new

framing and roof structure, as indicated on the Drawings.

.4 Construction of a new reinforced cast-in-place concrete slab-on-grade on new

engineered granular material, as indicated on the Drawings.

.5 Construction of new bollards on new reinforced cast-in-place concrete

foundations around the perimeter of the new storage area, as indicated on the

Drawings.

.6 Construction of a new reinforced concrete masonry unit wall within the storage

area, as indicated on the Drawings.

.7 Supply and installation of new galvanized steel grates and frames over slab-on-

grade recesses, as indicated on the Drawings.

.8 Supply and installation of new galvanized structural steel framing and roofing

system, as indicated on the Drawings.

.9 Supply and installation of new louvers around the perimeter of the new storage

area, complete with new lockable door at the storage area entrance. Contractor to

submit engineered shop drawings to the Consultant for review.

.10 Installation of a new asphalt pavement walkway to the entrance of the new

storage area, as indicated on the Drawings.

.11 Reinstatement of pre-existing finishes around the new storage area, including

asphalt pavement, concrete curbs, soft landscaping, etc., as indicated on the

Drawings.

.12 Installation and commissioning of a new lighting system within the storage area,

as indicated on the Drawings.

.13 Installation of new chain-link fencing system where indicated on the Drawings.

.14 Supply and installation of new compressed gas and propane cylinder storage

cabinets within the storage area.

.15 Repair of all areas damaged by construction activity; specifically, the Contractor

shall repair all damages resulting from the construction to the satisfaction of the

Consultant, including repair of damages finishes, landscaping, fencing, etc., in

accordance with the Project Specifications.


SUMMARY OF WORK February 2019

Page 2

.16 Final cleaning of the structure, finishes, landscaping, etc., and the disposal of all

waste products and/or debris generated by the construction activity, as well as

any material present in the work areas prior to the commencement of the work.

The areas requiring cleaning shall consist of all areas affected by the work.

1.2 CONTRACT METHOD

.1 Construct Work under a stipulated price (lump sum) Contract.

1.3 WORK SEQUENCE

.1 Construct Work in a single stage with a delineated and enclosed work area to

accommodate Departmental Representative's continued use of premises outside of work

area during construction.

.2 Co-ordinate Progress Schedule and co-ordinate with Department Representative

Occupancy during construction.

.3 Maintain fire access/control.

1.4 CONTRACTOR USE OF PREMISES

.1 Limit use of premises for Work, access, and storage to allow:

.1 Departmental Representative occupancy outside of designated work and staging

areas.

.2 Public usage.

.2 Co-ordinate use of premises under direction of the Departmental Representative and

Consultant.

.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, as directed by Consultant and

Departmental Representative.

.6 At completion of operations condition of existing work: equal to or better than that which

existed before new work started.

1.5 DEPARTMENTAL REPRESENTATIVE OCCUPANCY

.1 Departmental Representative will occupy premises outside of the designated work and

staging areas during entire construction period for execution of normal operations.

.2 Co-operate with Departmental Representative in scheduling operations to minimize

conflict and to facilitate Departmental Representative usage outside of the designated

work and staging areas.


February 2019 SUMMARY OF WORK

Page 3

1.6 ALTERATIONS, ADDITIONS OR REPAIRS TO EXISTING BUILDING

.1 Execute work with least possible interference or disturbance to building operations and

normal use of premises. Arrange with Departmental Representative to facilitate execution

of work.

1.7 EXISTING SERVICES

.1 Notify, Consultant and Departmental Representative of intended interruption of services

and make arrangements and obtain required permission from Consultant and Department

Representative prior to proceeding with interruption. Scheduling of interruptions to be

agreeable to Department Representative.

.2 Where Work involves breaking into or connecting to existing services, give Consultant

and Departmental Representative a minimum of 48 hours notice for necessary

interruption of mechanical or electrical service throughout course of work. Minimize

duration of interruptions. Carry out work at times as directed by Department

Representative with minimum disturbance to site operations.

.3 Provide alternative routes for pedestrian and vehicular traffic where the Work impacts

existing operations.

.4 Establish location and extent of service lines in area of work before starting Work. Notify

Consultant and Departmental Representative of findings.

.5 Submit schedule to and obtain approval from Consultant and Departmental

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 at not extra cost when directed by Consultant and/or

Departmental Representative to maintain critical building and tenant systems.

.7 Provide adequate bridging over the Work which cross sidewalks or roads to permit

normal pedestrian and vehicular traffic.

.8 Where unknown services are encountered, immediately advise Consultant and

Departmental Representative and confirm findings in writing.

.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.

1.8 DOCUMENTS REQUIRED

.1 Maintain at job site, one copy each document as follows:

.1 Contract Drawings.

.2 Specifications.

.3 Addenda.

.4 Reviewed Shop Drawings.

.5 List of Outstanding Shop Drawings.


SUMMARY OF WORK February 2019

Page 4

.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

2.1 NOT USED

.1 Not used.

Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


February 2019 WORK RESTRICTIONS

Page 1

SECTION 01 14 00 – WORK RESTRICTIONS

Part 1 General

1.1 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.

1.2 USE OF SITE AND FACILITIES

.1 Execute work with least possible interference or disturbance to normal use of premises.

Make arrangements with Departmental Representative to facilitate work as stated.

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

.3 Contractor is to have all workers sign in with building security.

.4 Departmental Representative will assign sanitary facilities for use by Contractor's

personnel. Keep facilities clean.

.5 Closures: protect work from harmful effects of environment or adjacent work until risks

are mitigated.

1.3 ALTERATIONS, ADDITIONS OR REPAIRS TO EXISTING BUILDING

.1 Execute work with least possible interference or disturbance to the public, occupants,

building operations, and normal use of premises. Arrange with Departmental

Representative to facilitate execution of work.

1.4 EXISTING SERVICES

.1 Notify Departmental 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 Departmental

Representative 48 hours of notice for necessary interruption of mechanical or electrical

service throughout course of work. Keep duration of interruptions minimum. Carry out

interruptions after normal working hours of occupants, preferably on weekends.

.3 Provide for pedestrian and vehicular traffic around the work and staging areas.

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

Enclosures.

1.5 SPECIAL REQUIREMENTS

.1 Carry out noise generating Work Monday to Friday from 07:00 to 19:00 hours or on

weekends where, in the opinion of the Departmental Representative, the noise-generating

work is affecting the suitable performance of work by employees of the facility.

.2 Submit schedule in accordance with Section 01 32 16.19 - Construction Progress

Schedule - Bar (Gantt) Chart.

.3 Ensure Contractor's personnel employed on site become familiar with and obey

regulations including safety, fire, traffic and security regulations.


WORK RESTRICTIONS February 2019

Page 2

.4 Keep within limits of work and avenues of ingress and egress.

.5 Deliver materials outside of 07:00 to 09:30 and 15:30 to 18:00 unless otherwise approved

by Departmental Representative.

1.6 SECURITY

.1 Where security has been reduced by Work of Contract, provide temporary means to

maintain security.

.2 Security clearances:

.1 Personnel employed on this project will be subject to security check. Obtain

clearance, as instructed, for each individual who will require to enter premises.

.2 Obtain requisite clearance, as instructed, for each individual required to enter

premises.

.3 Personnel will be checked daily at start of work shift and provided with pass

which must be worn at all times. Pass must be returned at end of work shift and

personnel checked out.

.3 Security escort:

.1 Personnel employed on this project must be escorted when executing work in

non-public areas during normal working hours. Personnel must be escorted in all

areas after normal working hours.

.2 Submit an escort request to the Departmental Representative at least 14 days

before service is needed. For requests submitted within time noted above, costs

of security escort will be paid for by Departmental Representative. Cost incurred

by late request will be Contractor's responsibility.

.3 Any escort request may be cancelled free of charge if notification of cancellation

is given at least 8 hours before scheduled time of escort. Cost incurred by late

request will be Contractor's responsibility.

.4 Calculation of costs will be based on average hourly rate of security officer for

minimum of 8 hours per day for late service request and of 4 hours for late

cancellations.

1.7 BUILDING SMOKING ENVIRONMENT

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

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.


February 2019 WORK RESTRICTIONS

Page 3

END OF SECTION

National Master Specification (NMS) Section 01 21 00February 2019 ALLOWANCES

Page 1

SECTION 01 21 00 - ALLOWANCES

Part 1 General

1.1 REFERENCE STANDARDS

.1 Canadian Construction Documents Committee (CCDC)

.1 CCDC 2 - 2008, Stipulated Price Contract.

.2 Project Supplementary Conditions

1.2 CONTINGENCY ALLOWANCE

.1 Include in Contract Price Contingency Allowance of $15,000.00

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

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

1.3 MATERIAL TESTING ALLOWANCE

.1 Include in Contract Price Material Testing Allowance of $5,000.00

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

.3 Expenditures under the material testing allowance will be authorized by the Consultant.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 PAYMENT PROCEDURES FOR TESTING LABORATORY SERVICES

Page 1

SECTION 01 29 83 – PAYMENT PROCEDURES FOR TESTING LABORATORY SERVICES

Part 1 General

1.1 APPOINTMENT AND PAYMENT

.1 Contractor will appoint and pay for services of testing laboratory, which is to be paid for

through the Material Testing Allowance.

.2 Where tests or inspections by designated testing laboratory reveal Work not in

accordance with contract requirements, Contractor shall pay costs for additional tests or

inspections as required by Departmental Representative and Consultant to verify

acceptability of corrected work.

1.2 CONTRACTOR'S RESPONSIBILITIES

.1 Provide labour, equipment and facilities to:

.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 Consultant 48 hours minimum 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.

.4 Pay costs for uncovering and making good Work that is covered before required

inspection or testing is completed and approved by Consultant.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 PROJECT MEETINGS

Page 1

SECTION 01 31 19 – PROJECT MEETINGS

Part 1 General

1.1 ADMINISTRATIVE

.1 Consultant shall perform the following:

.1 schedule and administer project meetings throughout the progress of the work.

.2 Prepare agenda for meetings.

.3 Distribute written notice of each meeting 48 hours in advance of meeting date to

Consultant, sub-Consultants, Departmental Representative, Contractor, sub-

Contractors, etc.

.4 Record the meeting minutes. Include significant proceedings and decisions.

Identify actions by parties.

.5 Reproduce and distribute copies of minutes within five (5) days after meetings

and transmit to meeting participants and affected parties not in attendance.

.2 Contractor and/or Departmental Representative to provide physical space and make

arrangements for meetings.

.3 Representative of Contractor, Subcontractor and suppliers attending meetings will be

qualified and authorized to act on behalf of party each represents.

1.2 PRECONSTRUCTION MEETING

.1 Within fifteen (15) days after award of Contract, request a meeting of parties involved to

discuss and resolve administrative procedures and responsibilities.

.2 Departmental Representative, Consultant, other sub-Consultants involve in the Work,

Contractor, major Subcontractors, and supervisors will be in attendance.

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

days before meeting.

.4 Incorporate mutually agreed variations to Contract Documents into Agreement, prior to

signing.

.5 Agenda to include:

.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.

.3 Schedule of submission of shop drawings, samples, colour chips. Submit

submittals in accordance with Section 01 33 00 - Submittal Procedures.

.4 Requirements for temporary facilities, site sign, offices, storage sheds, utilities,

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, administrative requirements.


PROJECT MEETINGS February 2019

Page 2

.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 Take-over procedures, acceptance, warranties in accordance with Section

01 78 00- Closeout Submittals.

.12 Monthly progress claims, administrative procedures, photographs, hold backs.

.13 Appointment of inspection and testing agencies or firms.

.14 Insurances, transcript of policies.

1.3 PROGRESS MEETINGS

.1 Bi-weekly during course of Work.

.2 Contractor, major Subcontractors involved in Work, Consultant, major sub-Consultants

involved in Work, and Departmental Representative are to be in attendance.

.3 Notify parties minimum 48 hours in advance of meeting.

.4 Consultant shall record minutes of meetings and circulate to attending parties and

affected parties not in attendance within five (5) days of the meeting.

.5 Agenda to include the following:

.1 Review, approval of minutes of previous meeting.

.2 Review of Work progress since previous meeting.

.3 Field observations, problems, conflicts.

.4 Problems which impede construction schedule.

.5 Review of off-site fabrication delivery schedules.

.6 Corrective measures and procedures to regain projected schedule.

.7 Revision to construction schedule.

.8 Progress schedule, during succeeding work period.

.9 Review submittal schedules: expedite as required.

.10 Maintenance of quality standards.

.11 Review proposed changes for affect on construction schedule and on completion

date.

.12 Other business.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.


February 2019 PROJECT MEETINGS

Page 3

END OF SECTION


February 2019 CONSTRUCTION PROGRESS SCHEDULE - BAR (GANTT) CHART

Page 1

SECTION 01 32 16.19 – CONSTRUCTION PROGRESS SCHEDULE – BAR (GANTT) CHART

Part 1 General

1.1 DEFINITIONS

.1 Activity: element of Work performed during course of Project. Activity normally has

expected duration, and expected cost and expected resource requirements. Activities can

be subdivided into tasks.

.2 Bar Chart (GANTT Chart): graphic display of schedule-related information. In typical

bar chart, activities or other Project elements are listed down left side of chart, dates are

shown across top, and activity durations are shown as date-placed horizontal bars.

Generally Bar Chart should be derived from commercially available computerized project

management system.

.3 Baseline: original approved plan (for project, work package, or activity), plus or minus

approved scope changes.

.4 Construction Work Week: Monday to Friday, inclusive, will provide five day work week

and define schedule calendar working days as part of Bar (GANTT) Chart submission.

.5 Duration: number of work periods (not including holidays or other nonworking periods)

required to complete activity or other project element. Usually expressed as workdays or

workweeks.

.6 Master Plan: summary-level schedule that identifies major activities and key milestones.

.7 Milestone: significant event in project, usually completion of major deliverable.

.8 Project Schedule: planned dates for performing activities and the planned dates for

meeting milestones. Dynamic, detailed record of tasks or activities that must be

accomplished to satisfy Project objectives. Monitoring and control process involves using

Project Schedule in executing and controlling activities and is used as basis for decision

making throughout project life cycle.

.9 Project Planning, Monitoring and Control System: overall system operated by Consultant

to enable monitoring of project work in relation to established milestones.

1.2 REQUIREMENTS

.1 Ensure Master Plan and Detail Schedules are practical and remain within specified

Contract duration.

.2 Plan to complete Work in accordance with prescribed milestones and time frame.

.3 Limit activity durations to maximum of approximately ten (10) working days, to allow

for progress reporting.

.4 Ensure that it is understood that Award of Contract or time of beginning, rate of progress,

Interim Certificate and Final Certificate as defined times of completion are of essence of

this contract.

1.3 ACTION AND INFORMATIONAL SUBMITTALS

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

.2 Submit to Consultant for review within five (5) days prior to commencing the Work.


CONSTRUCTION PROGRESS SCHEDULE - BAR (GANTT) CHART February 2019

Page 2

.3 Submit Project Schedule to Consultant within five (5) working days of receipt of

acceptance of Master Plan.

1.4 PROJECT MILESTONES

.1 Project milestones form interim targets for Project Schedule.

.1 Excavation completed.

.2 Concrete slab-on-grade and column foundations completed.

.3 Steel structure, grating, etc. completed.

.4 Louvers and roofing system installation completed.

.5 Asphalt pavement installation complete.

.6 Proprietary compressed gas storage system installation.

.7 Fencing completed.

1.5 MASTER PLAN

.1 Structure schedule to allow orderly planning, organizing and execution of Work as Bar

Chart (GANTT).

.2 Consultant will review and return revised schedules within five (5) working days.

.3 Revise impractical schedule and resubmit within two (2) working days.

.4 Accepted revised schedule will become Master Plan and be used as baseline for updates.

1.6 PROJECT SCHEDULE

.1 Develop detailed Project Schedule derived from Master Plan.

.2 Ensure detailed Project Schedule includes as minimum milestone and activity types as

follows:

.1 Award.

.2 Shop Drawings, Samples.

.3 Permits.

.4 Mobilization.

.5 Excavation.

.6 Backfill.

.7 Slab on grade.

.8 Structural Steel.

.9 Louvers and Roofing.

.10 Asphalt Pavement.

.11 Proprietary compressed gas storage system installation.

.12 Fencing.

.13 Testing and Commissioning.

.14 Supplied equipment long delivery items.


February 2019 CONSTRUCTION PROGRESS SCHEDULE - BAR (GANTT) CHART

Page 3

1.7 PROJECT SCHEDULE REPORTING

.1 Update Project Schedule on a bi-weekly basis reflecting activity changes and

completions, as well as activities in progress.

.2 Include as part of Project Schedule, narrative report identifying Work status to date,

comparing current progress to baseline, presenting current forecasts, defining problem

areas, anticipated delays and impact with possible mitigation.

1.8 PROJECT MEETINGS

.1 Discuss Project Schedule at regular site meetings, identify activities that are behind

schedule and provide measures to regain slippage. Activities considered behind schedule

are those with projected start or completion dates later than current approved dates shown

on baseline schedule.

.2 Weather related delays with their remedial measures will be discussed and negotiated.

Part 2 Products

2.1 NOT USED

.1 Not used.

Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


February 2019 SUBMITTAL PROCEDURES

Page 1

SECTION 01 33 00 – SUBMITTAL PROCEDURES

Part 1 General

1.1 ADMINISTRATIVE

.1 Submit to Consultant and Departmental Representative submittals listed for review.

Submit promptly and in orderly sequence 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.

.4 Where items or information is not produced in SI Metric units converted values are

acceptable.

.5 Review submittals prior to submission to Consultant. This review represents that

necessary requirements have been determined and verified, or will be, and that each

submittal has been checked and co-ordinated with requirements of Work and Contract

Documents. Submittals not stamped, signed, dated and identified as to specific project

will be returned without being examined and considered rejected.

.6 Notify Consultant and Departmental Representative, in writing at time of submission,

identifying deviations from requirements of Contract Documents stating reasons for

deviations.

.7 Verify field measurements and affected adjacent Work are co-ordinated.

.8 Contractor's responsibility for errors and omissions in submission is not relieved by

Consultant's, nor Departmental Representative's, review of submittals.

.9 Contractor's responsibility for deviations in submission from requirements of Contract

Documents is not relieved by Consultant, nor Departmental Representative, review.

.10 Keep one reviewed copy of each submission on site.

1.2 SHOP DRAWINGS AND PRODUCT DATA

.1 The term "shop drawings" means drawings, diagrams, illustrations, schedules,

performance charts, brochures and other data which are to be provided by Contractor to

illustrate details of a portion of Work. Unless noted otherwise, shop drawings shall be

submitted for the following work:

.1 Reinforcing steel fabrication and placement.

.2 Structural steel fabrication and erection.

.3 Steel frames and grating.

.4 Louver system, including operable and locking door(s).

.5 Temporary shoring and bracing.

.2 Submit drawings stamped and signed by professional engineer registered or licensed in

Ontario, Canada.

.3 Indicate materials, methods of construction and attachment or anchorage, erection

diagrams, connections, explanatory notes and other information necessary for completion


SUBMITTAL PROCEDURES February 2019

Page 2

of Work. Where articles or equipment attach or connect to other articles or equipment,

indicate that such items have been co-ordinated, regardless of Section under which

adjacent items will be supplied and installed. Indicate cross references to design drawings

and specifications.

.4 Allow Consultant five (5) working days to review each submission.

.5 Adjustments made on shop drawings by Consultant are not intended to change Contract

Price. If adjustments affect value of Work, state such in writing to Consultant and

Departmental Representative prior to proceeding with Work.

.6 Make changes in shop drawings as Consultant may require, consistent with Contract

Documents. When resubmitting, notify Consultant in writing of revisions other than those

requested.

.7 Accompany submissions with transmittal letter containing:

.1 Date.

.2 Project title and number.

.3 Contractor's name and address.

.4 Identification and quantity of each shop drawing, product data and sample.

.5 Other pertinent data.

.8 Submissions include:

.1 Date and revision dates.

.2 Project title and number.

.3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer.

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

approval of submissions, verification of field measurements and compliance with

Contract Documents.

.5 Details of appropriate portions of Work as applicable:

.1 Fabrication.

.2 Layout, showing dimensions, including identified field dimensions, and

clearances.

.3 Setting or erection details.

.4 Capacities.

.5 Performance characteristics.

.6 Standards.

.7 Operating weight.

.8 Wiring diagrams.

.9 Single line and schematic diagrams.

.10 Relationship to adjacent work.

.9 After Consultant's review, distribute copies.



Page 3

.10 Submit electronic copy of shop drawings for each requirement requested in specification

Sections and as Consultant may reasonably request.

.11 Submit electronic copies of product data sheets or brochures for requirements requested

in specification Sections and as requested by Consultant where shop drawings will not be

prepared due to standardized manufacture of product.

.12 Submit electronic copies of test reports for requirements requested in specification

Sections and as requested by Consultant.

.1 Report signed by authorized official of testing laboratory that material, product or

system identical to material, product or system to be provided has been tested in

accord with specified requirements.

.2 Testing must have been within 3 years of date of contract award for project.

.13 Submit electronic copies of certificates for requirements requested in specification

Sections and as requested by Consultant.

.1 Statements printed on manufacturer's letterhead and signed by responsible

officials of manufacturer of product, system or material attesting that product,

system or material meets specification requirements.

.2 Certificates must be dated after award of project contract complete with project

name.

.14 Submit electronic copies of manufacturers instructions for requirements requested in

specification Sections and as requested by Consultant.

.1 Pre-printed material describing installation of product, system or material,

including special notices and Material Safety Data Sheets concerning

impedances, hazards and safety precautions.

.15 Submit electronic copies of Manufacturer's Field Reports for requirements requested in

specification Sections and as requested by Consultant.

.16 Documentation of the testing and verification actions taken by manufacturer's

representative to confirm compliance with manufacturer's standards or instructions.

.17 Submit electronic copies of Operation and Maintenance Data for requirements requested

in specification Sections and as requested by Consultant.

.18 Delete information not applicable to project.

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

.20 If upon review by 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.

.21 The review of shop drawings by Consultant and Departmental Representative is for sole

purpose of ascertaining conformance with general concept.

.1 This review shall not mean that Consultant nor Departmental Representative

approves detail design inherent in shop drawings, responsibility for which shall

remain with Contractor submitting same, and such review shall not relieve


SUBMITTAL PROCEDURES February 2019

Page 4

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 foregoing, 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 co-ordination of Work of sub-trades.

1.3 SAMPLES

.1 Submit for review samples in duplicate as requested in respective specification Sections.

Label samples with origin and intended use.

.2 Deliver samples prepaid to Departmental Representative's business address.

.3 Notify Departmental Representative and Consultant in writing, at time of submission of

deviations in samples from requirements of Contract Documents.

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

.5 Adjustments made on samples by Consultant and Departmental Representative are not

intended to change Contract Price. If adjustments affect value of Work, state such in

writing to Consultant and Departmental Representative prior to proceeding with Work.

.6 Make changes in samples which Consultant and Departmental Representative may

require, consistent with Contract Documents.

.7 Reviewed and accepted samples will become standard of workmanship and material

against which installed Work will be verified.

1.4 MOCK-UPS

.1 Erect mock-ups in accordance with 01 45 00 - Quality Control.

1.5 PHOTOGRAPHIC DOCUMENTATION

.1 Submit electronic copy of colour digital photography in .jpg format, fine resolution as

directed by Departmental Representative and Consultant.

.2 Project identification: name and number of project and date of exposure indicated.

.3 Frequency of photographic documentation: as directed by Departmental Representative

and Consultant.

1.6 CERTIFICATES AND TRANSCRIPTS

.1 Immediately after award of Contract, submit Workers' Compensation Board status.

.2 Submit transcription of insurance immediately after award of Contract.

Part 2 Products

2.1 NOT USED

.1 Not Used.



Page 5

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION

National Master Specification (NMS) Section 01 35 29.06

February 2019 HEALTH AND SAFETY REQUIREMENTS

Page 1

SECTION 01 35 29.06 – HEALTH AND SAFETY REQUIREMENTS

Part 1 General


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

.2 Province of Ontario

.1 Occupational Health and Safety Act and Regulations for Construction Projects,

R.S.O. 1990, c.0.1, as amended and O. Reg. 213/91 as amended - Updated 2005.


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

.2 Submit site-specific Health and Safety Plan: Within 5 working days prior to the

commencement of the Work. Health and Safety Plan must include:

.1 Results of site specific safety hazard assessment.

.2 Results of safety and health risk or hazard analysis for site tasks and operation.

.3 Submit electronic copies of reports or directions issued by Federal, Provincial and

Territorial health and safety inspectors.

.4 Submit electronic copies of incident and accident reports.

.5 Submit WHMIS MSDS - Material Safety Data Sheets in accordance with Section

02 81 01 - Hazardous Materials.

.6 Departmental Representative and Consultant will review Contractor's site-specific Health

and Safety Plan and provide comments to Contractor within 5 working days.

.7 Consultant's and Departmental Representative's review of Contractor's final Health and

Safety plan should not be construed as approval and does not reduce the Contractor's

overall responsibility for construction Health and Safety.

.8 Medical Surveillance: where prescribed by legislation, regulation or safety program,

submit certification of medical surveillance for site personnel prior to commencement of

Work, and submit additional certifications for any new site personnel to Consultant and


.9 On-site Contingency and Emergency Response Plan: address standard operating

procedures to be implemented during emergency situations.

1.3 FILING OF NOTICE

.1 File Notice of Project with Provincial authorities prior to beginning of the Work.

1.4 SAFETY ASSESSMENT

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

1.5 MEETINGS

.1 Health and Safety requirements will be discussed at site pre-construction meeting with

Department Representatives. Refer to Section 01 31 19 – Project Meetings.

Section 01 35 29.06 National Master Specification (NMS)

HEALTH AND SAFETY REQUIREMENTS February 2019

Page 2

1.6 REGULATORY REQUIREMENTS

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

1.7 PROJECT/SITE CONDITIONS

.1 Work at site will involve contact with materials outlined in Designated Substances

Survey (DSS) report. Copy of report will be provided by Department Representative.

Review and implement remediation measures as required.

1.8 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 Consultant and/or Departmental Representative may respond in writing, where

deficiencies or concerns are noted and may request re-submission with correction of

deficiencies or concerns.

1.9 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 extent that they may be affected

by conduct of Work.

.2 Contractor will be responsible and assume the role Constructor as described in the

Ontario Occupational Health and Safety Act and Regulations for Construction Projects.

.3 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.

1.10 COMPLIANCE REQUIREMENTS

.1 Comply with Ontario Occupational Health and Safety Act, R.S.O. 1990, c. 0.1 and

Ontario Regulations for Construction Projects, O. Reg. 213/91.

1.11 UNFORSEEN HAZARDS

.1 When unforeseen or peculiar safety-related factor, hazard, or condition occur during

performance of Work, follow procedures in place for Employee's Right to Refuse Work

in accordance with Acts and Regulations of Ontario and advise Consultant and

Departmental Representative verbally and in writing.

1.12 HEALTH AND SAFETY CO-ORDINATOR

.1 Employ and assign to Work, competent and authorized representative as Health and

Safety Co-ordinator. Health and Safety Co-ordinator must:

.1 Have site-related working experience specific to activities associated with

excavation, formwork installation, reinforcing steel placement, concrete

placement, structural steel erection, granular placement and compaction, asphalt

placement and compaction, and all other project requirements.

.2 Have working knowledge of occupational safety and health regulations.


February 2019 HEALTH AND SAFETY REQUIREMENTS

Page 3

.3 Be responsible for completing Contractor's Health and Safety Training Sessions

and ensuring that personnel not successfully completing required training are not

permitted to enter site to perform Work.

.4 Be responsible for implementing, enforcing daily and monitoring site-specific

Contractor's Health and Safety Plan.

.5 Be on site during execution of Work and report directly to and be under direction

of the site supervisor.

1.13 POSTING OF DOCUMENTS

.1 Ensure applicable items, articles, notices and orders are posted in conspicuous location on

site in accordance with Acts and Regulations of Ontario, and in consultation with

Departmental Representative and Consultant.

1.14 CORRECTION OF NON-COMPLIANCE

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

having jurisdiction, Consultant, or Departmental Representative.

.2 Provide Departmental Representative and Consultant with written report of action taken

to correct non-compliance of health and safety issues identified.

.3 Departmental Representative may stop Work if non-compliance of health and safety

regulations is not corrected.

1.15 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.

Part 2 Products

2.1 NOT USED

.1 Not used.

Part 3 Execution

3.1 NOT USED

.1 Not used.

END OF SECTION


February 2019 ENVIRONMENTAL PROCEDURES

Page 1

SECTION 01 35 43 – ENVIRONMENTAL PROCEDURES

Part 1 General



.1 CCDC 2-2008 Stipulated Price Contract.

.2 U.S. Environmental Protection Agency (EPA)/Office of Water (latest editions unless

noted otherwise):

.1 EPA 832/R-92-005, Storm Water Management for Construction Activities,

Chapter 3.

.2 EPA General Construction Permit (GCP).

1.2 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

humans; or degrade environment aesthetically, culturally and/or historically.

.2 Environmental Protection: prevention/control of pollution and habitat or environment

disruption during construction.



.2 Product Data:

.1 Submit manufacturer's instructions, printed product literature and data sheets for

all materials to be used on site prior to the materials arriving on site.

.2 Submit electronic copies of WHMIS MSDS in accordance with this Section and

Section 01 35 29.06 - Health and Safety Requirements.

.3 Before commencing construction activities or delivery of materials to site, submit

Environmental Protection Plan for review and approval by Consultant and Departmental

Representative.

.4 Environmental Protection Plan must include comprehensive overview of known or

potential environmental issues to be addressed during construction.

.5 Address topics at level of detail commensurate with environmental issue and required

construction tasks.

.6 Include in Environmental Protection Plan:

.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.


ENVIRONMENTAL PROCEDURES February 2019

Page 2

.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 assure that control measures are in compliance with erosion and

sediment control plan, Federal, Provincial, Municipal laws and regulations, and

EPA 832/R-92-005, Chapter 3.

.6 Drawings indicating 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.

.1 Plans to include measures to minimize amount of material 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.

.1 Plan to include measures for marking limits of use areas and methods for

protection of features to be preserved within authorized work areas.

.9 Spill Control Plan to include procedures, instructions, and reports to be used in

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 assure that dust, debris,

materials, and trash, are contained on project site.

.12 Contaminant Prevention Plan identifying potentially hazardous substances to be

used on job site; intended actions to prevent introduction of such materials into

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.

1.4 FIRES

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

1.5 DRAINAGE

.1 Develop and submit an Erosion and Sediment Control Plan (ESC) identifying type and

location of erosion and sediment controls provided. Plan to include monitoring and


February 2019 ENVIRONMENTAL PROCEDURES

Page 3

reporting requirements to assure that control measures are in compliance with erosion and

sediment control plan, Federal, Provincial, and Municipal laws and regulations.

.2 Storm Water Pollution Prevention Plan (SWPPP) to be included in addition to the

Erosion and Sediment Control Plan where drainage into existing stormwater management

system may occur.

.3 Provide temporary drainage and pumping required to keep excavations and site free from

water.

.4 Ensure pumped water into waterways, sewer or drainage systems is free of suspended

materials.

.5 Control disposal or runoff of water containing suspended materials or other harmful

substances in accordance with local authority requirements.

1.6 SITE CLEARING AND PLANT PROTECTION

.1 Protect trees and plants on site and adjacent properties as indicated, with the exception of

those to be removed as indicated.

.2 Protect trees and shrubs adjacent to construction work, storage areas and trucking lanes,

and encase with protective wood framework from grade level to height of 2 metres

minimum.

.3 Protect roots of designated trees to be protected to dripline during excavation and site

grading to prevent disturbance or damage.

.1 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.

1.7 WORK ADJACENT TO WATERWAYS

.1 Construction equipment to be operated on land only.

.2 Waterways to be kept free of excavated fill, waste material and debris.

1.8 POLLUTION CONTROL

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

.2 Control emissions from equipment and plant in accordance with local authorities'

emission requirements.

.3 Prevent sandblasting and other extraneous materials from contaminating air and

waterways beyond application area.

.1 Provide temporary enclosures where required or as directed by the Consultant.

.4 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide

dust control for temporary roads.

1.9 HISTORICAL/ARCHAEOLOGICAL CONTROL

.1 Provide historical, archaeological, cultural resources, biological resources, and wetlands

plan that defines procedures for identifying and protecting historical, archaeological,


ENVIRONMENTAL PROCEDURES February 2019

Page 4

cultural resources, biological resources and wetlands known to be on project site: and

identifies procedures to be followed if historical archaeological, cultural resources,

biological resources and wetlands not previously known to be onsite or in area are

discovered during construction.

.2 Plan: include methods to assure protection of known or discovered resources and

identify lines of communication between Contractor personnel and Departmental

Representative or Authority Having Jurisdiction.

1.10 NOTIFICATION

.1 Departmental Representative or Authority Having Jurisdiction will notify Contractor in

writing of observed noncompliance with Federal, Provincial or Municipal environmental

laws or regulations, permits, and other elements of Contractor's Environmental Protection

plan.

.2 Contractor: after receipt of such notice, inform Departmental Representative, Consultant,

and Authority Having Jurisdiction of proposed corrective action and take such action for

approval by Departmental Representative, Consultant, and Authority Having Jurisdiction.

.1 Take action only after receipt of written approval by Departmental

Representative or Authority Having Jurisdiction.

.3 Departmental Representative will issue stop order of work until satisfactory corrective

action has been taken.

.4 No time extensions granted or equitable adjustments allowed to Contractor for such

suspensions.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 CLEANING

.1 Progress Cleaning: clean in accordance with Section 01 74 00 - Cleaning.

.1 Leave Work area clean at end of each day.

.2 Ensure public waterways, storm and sanitary sewers remain free of waste and volatile

materials disposal.

.3 Final Cleaning: upon completion remove surplus materials, rubbish, tools and equipment

in accordance with Section 01 74 00 - Cleaning.

END OF SECTION


February 2019 REGULATORY REQUIREMENTS

Page 1

SECTION 01 41 00 – REGULATORY REQUIREMENTS

Part 1 General

1.1 SUMMARY

.1 This Section references to laws, by laws, ordinances, rules, regulations, codes, orders of

Authority Having Jurisdiction, and other legally enforceable requirements applicable to

Work and that are; or become, in force during performance of Work.

1.2 REFERENCES TO REGULATORY REQUIREMENTS

.1 Perform Work in accordance with the National Building Code of Canada (NBC) 2015

including amendments up to tender closing date and other codes of provincial or local

application provided that in case of conflict or discrepancy, more stringent requirements

apply.

.2 Specific design and performance requirements listed in specifications or indicated on

Drawings may exceed minimum requirements established by referenced Building Code;

these requirements will govern over the minimum requirements listed in Building Code.

.1 Meet or exceed requirements of:

.1 Contract documents.

.2 Specified standards, codes and referenced documents.

1.3 HAZARDOUS MATERIAL DISCOVERY

.1 Asbestos: demolition of spray or trowel-applied asbestos is hazardous to health. Stop

work immediately when material resembling spray or trowel-applied asbestos is

encountered during demolition work. Notify Consultant and Departmental

Representative.

.2 PCB: Polychlorinated Biphenyl: stop work immediately when material resembling

Polychlorinated Biphenyl is encountered during demolition work. Notify Departmental

Representative and Consultant.

.3 Mould: stop work immediately when material resembling mould is encountered during

demolition work. Notify Departmental Representative and Consultant.

1.4 BUILDING SMOKING ENVIRONMENT

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

Part 2 Products

2.1 NOT USED

.1 Not Used.


REGULATORY REQUIREMENTS February 2019

Page 2

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 QUALITY CONTROL

Page 1

SECTION 01 45 00 – QUALITY CONTROL

Part 1 General



.1 CCDC 2-2018, Stipulated Price Contract.

1.2 REVIEW OF THE WORK

.1 Allow Consultant and Departmental Representative access to the Work. If part of Work is

in preparation at locations other than Place of Work, allow access to such Work

whenever it is in progress.

.2 Give timely notice requesting inspection if Work is designated for special tests,

inspections or approvals by Consultant and Departmental Representative, instructions, or

law of Place of Work.

.3 If Contractor covers or permits to be covered Work that has been designated for special

tests, inspections or approvals before such is made, uncover such Work, have inspections

or tests satisfactorily completed and make good such Work.

.4 Consultant will 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 not in

accordance with Contract Documents, correct such Work and pay cost of examination

and correction. If such Work is found in accordance with Contract Documents,

Contractor will pay cost of examination and replacement.

1.3 INDEPENDENT INSPECTION AGENCIES

.1 Independent Inspection/Testing Agencies will be engaged by Consultant and

Departmental Representative for purpose of inspecting and/or testing portions of Work.

Cost of such services will be borne by the Contractor and paid for through the

Contingency Allowance.

.2 Allocated costs: refer to Section 01 21 00 – Allowances.

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

.4 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 Consultant at no cost to Departmental Representative.

Contractor to pay for costs associated with retesting and re-inspection.

1.4 ACCESS TO WORK

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

plants.

.2 Co-operate to provide reasonable facilities for such access.


QUALITY CONTROL February 2019

Page 2

1.5 PROCEDURES

.1 Notify appropriate agency, Consultant, and Departmental Representative 48 hours 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 to not cause

delays in Work.

.3 Provide labour and facilities to obtain and handle samples and materials on site. Provide

sufficient space to store and cure test samples.

1.6 REJECTED WORK

.1 Remove defective Work, whether result of poor workmanship, use of defective products

or damage and whether incorporated in Work or not, which has been rejected by

Consultant as failing to conform to Contract Documents. Replace or re-execute in

accordance with Contract Documents.

.2 Make good other Contractor's work damaged by such removals or replacements

promptly.

.3 If in opinion of Consultant it is not expedient to correct defective Work or Work not

performed in accordance with Contract Documents, Departmental Representative will

deduct from Contract Price difference in value between Work performed and that called

for by Contract Documents, amount of which will be determined by Departmental


1.7 REPORTS

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

.2 Provide copies to subcontractor of work being inspected or tested.

1.8 TESTS AND MIX DESIGNS

.1 Furnish test results and mix designs as requested.

.2 Cost of tests and mix designs beyond those called for in Contract Documents or beyond

those required by law of Place of Work will be appraised by Consultant and may be

authorized as recoverable.

.3 Testing is as directed by the Consultant and in accordance with the associated

Specification Section.

1.9 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.

.3 Prepare mock-ups for Consultant's and Departmental Representative’s review with

reasonable promptness and in orderly sequence, to not cause delays in Work.

.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.


February 2019 QUALITY CONTROL

Page 3

.5 If requested, Departmental Representative will assist in preparing schedule fixing dates

for preparation.

.6 Mock-ups may remain as part of Work if in conformance with the Contract Documents.

1.10 MILL TESTS

.1 Submit mill test certificates as required of the associated Sections.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 TEMPORARY UTILITIES

Page 1

SECTION 01 51 00 – TEMPORARY FACILITIES

Part 1 General


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

1.2 INSTALLATION AND REMOVAL

.1 Provide temporary utilities controls in order to execute work expeditiously.

.2 Remove from site all such work after use.

1.3 DEWATERING

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

standing water.

1.4 WATER SUPPLY

.1 Departmental Representative will provide continuous supply of potable water for

construction use.

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

maintenance and removal.

.3 Departmental Representative will pay for utility charges at prevailing rates.

1.5 TEMPORARY HEATING AND VENTILATION

.1 Provide and maintain supplementary heating, including enclosure if required, as

required to maintain minimum temperatures within the Work area to provide a

functioning work environment and a suitable environment for the application and

curing of materials as part of the project scope of work, including attendance,

maintenance and fuel.

.2 Construction heaters used inside building and/or enclosures must be vented to outside or

be non-flameless type. Solid fuel salamanders are not permitted.

.3 Provide temporary heat and ventilation in enclosed areas as required to:

.1 Facilitate progress of Work.

.2 Protect Work and products against dampness and cold.

.3 Prevent moisture condensation on surfaces.

.4 Provide ambient temperatures and humidity levels for storage, installation and

curing of materials.

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

environment.

.4 Ventilating:

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

during construction.

.2 Provide local exhaust ventilation to prevent harmful accumulation of hazardous

substances into atmosphere of occupied areas.


TEMPORARY UTILITIES February 2019

Page 2

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

persons.

.4 Ventilate storage spaces containing hazardous or volatile materials.

.5 Ventilate temporary sanitary facilities.

.6 Continue operation of ventilation and exhaust system for time after cessation of

work process to assure removal of harmful contaminants.

.5 Permanent heating system of building, not to be used.

.6 Maintain strict supervision of operation of temporary heating and ventilating equipment

to:

.1 Conform with applicable codes and standards.

.2 Enforce safe practices.

.3 Prevent abuse of services.

.4 Prevent damage to finishes.

.5 Vent direct-fired combustion units to outside.

.7 Be responsible for damage to Work due to failure in providing adequate heat and

protection during construction.

1.6 TEMPORARY POWER AND LIGHT

.1 Department Representative will pay for power utilized during construction; however, any

modifications and reinstatement will be the responsibility of the Contractor at their cost.

Discuss power availability with Department Representative prior to bidding.

.2 Arrange for connection with appropriate utility company. Pay costs for installation,

maintenance and removal.

.3 Provide and maintain temporary lighting throughout project as required to maintain safe

lighting levels, in accordance with Occupational Health and Safety requirements.

.4 Electrical power and lighting systems existing in building may be used for construction

requirements. Make good damage to electrical system caused by use under this Contract.

1.7 TEMPORARY COMMUNICATION FACILITIES

.1 Provide and pay for mobile telephone necessary for use of site foreman and site

superintendent. Foreman and site superintendent to be reachable by telephone during

performance of work.

1.8 FIRE PROTECTION

.1 Provide and maintain temporary fire protection equipment during performance of Work

required by governing codes, regulations and bylaws.

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

Part 2 Products

2.1 NOT USED

.1 Not Used.


February 2019 TEMPORARY UTILITIES

Page 3

Part 3 Execution

3.1 TEMPORARY EROSION AND SEDIMENTATION CONTROL

.1 Provide temporary erosion and sedimentation control measures to prevent soil erosion

and discharge of soil-bearing water runoff or airborne dust to adjacent properties and

walkways.

.2 Inspect, repair, and maintain erosion and sedimentation control measures during

construction until permanent vegetation has been established.

.3 Remove erosion and sedimentation controls and restore and stabilize areas disturbed

during removal.

END OF SECTION


February 2019 CONSTRUCTION FACILITIES

Page 1

SECTION 01 52 00 – CONSTRUCTION FACILITIES

Part 1 General




.2 Canadian General Standards Board (CGSB) (latest editions unless noted otherwise):

.1 CAN/CGSB 1.189, Exterior Alkyd Primer for Wood.

.2 CGSB 1.59, Alkyd Exterior Gloss Enamel.

.3 CSA Group (CSA) (latest editions unless noted otherwise):

.1 CSA-A23.1/A23.2, Concrete Materials and Methods of Concrete

Construction/Methods of Test and Standard Practices for Concrete.

.2 CSA-0121, Douglas Fir Plywood.

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

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

.4 Public Works Government Services Canada (PWGSC) Standard Acquisition Clauses and

Conditions (SACC)-ID: R0202D, Title: General Conditions 'C', In Effect as of: May 14,

2004.




.1 Prepare site plan indicating proposed location and dimensions of area to be hoarded and

used by Contractor, avenues of ingress/egress to fenced area and details of fence

installation.

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


1.4 SCAFFOLDING

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

1.5 HOISTING

.1 Provide, operate and maintain hoists and/or cranes required for moving of workers,

materials and equipment. Make financial arrangements with Subcontractors for their use

of hoists.

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

1.6 SITE STORAGE/LOADING

.1 Confine work and operations of employees by Contract Documents. Do not unreasonably

encumber premises with products.


CONSTRUCTION FACILITIES February 2019

Page 2

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

Work.

1.7 CONSTRUCTION PARKING

.1 Parking will be permitted on site in areas indicated by the Departmental Representative.

.2 Provide and maintain adequate access to project site.

1.8 SECURITY

.1 Provide and pay for responsible security personnel to guard site and contents of site after

working hours and during holidays.

1.9 EQUIPMENT, TOOL AND MATERIALS STORAGE

.1 Provide and maintain, in clean and orderly condition, lockable weatherproof sheds for

storage of tools, equipment and materials within the staging area.

.2 Locate materials not required to be stored in weatherproof sheds on site within the

staging area in manner to cause least interference with work activities.

1.10 SANITARY FACILITIES

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

ordinances, if building sanitary facilities are not permitted for use by Departmental

Representative.

.2 Post notices and take precautions as required by local health authorities. Keep area and

premises in sanitary condition.

1.11 CONSTRUCTION SIGNAGE

.1 Provide and erect project construction signage to identify areas of work, specific site

hazards, and to direct traffic around areas of work. Provide additional signage as required

by occupational health and safety requirements or as requested by Department

Representative and Consultant at no additional cost. Install signage on hoarding and site

protection, where present. Where finishes to remain are damaged by signage installation,

reinstate prior to completion of work. Refer to the Drawings.

.2 Construction signage to be of adequate size and quality. Sizing per standard construction

signage. Wood frame with plywood construction painted with exhibit lettering produced

by a professional sign painter

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

.4 Direct requests for approval to erect Consultant and/or Contractor signboard to

Departmental Representative. For consideration general appearance of

Consultant/Contractor signboard must conform to project identification site sign.

Wording in both official languages.

.5 Signs and notices for safety and instruction in both official languages Graphic symbols to

CAN/CSA-Z321.

.6 Maintain approved signs and notices in good condition for duration of project, and

dispose of off site on completion of project or earlier if directed by Departmental

Representative.


February 2019 CONSTRUCTION FACILITIES

Page 3

1.12 PROTECTION AND MAINTENANCE OF TRAFFIC

.1 Maintain and protect traffic on affected roads during construction period.

.2 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

.3 Protect travelling public from damage to person and property.

.4 Provide necessary lighting, signs, barricades, and distinctive markings for safe movement

of pedestrian traffic around the work areas and to building exits.

.5 Contractor's traffic on roads selected for hauling material to and from site to interfere as

little as possible with public traffic.

.6 Verify adequacy of existing roads and allowable load limit on these roads. Contractor:

responsible for repair of damage to roads caused by construction operations.

.7 Dust control: adequate to ensure safe operation at all times.

1.13 CLEAN-UP

.1 Remove construction debris, waste materials, packaging material from work site daily.

.2 Clean dirt or mud tracked onto paved or surfaced roadways.

.3 Store materials resulting from demolition activities that are salvageable.

.4 Stack stored new or salvaged material not in construction facilities.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 TEMPORARY EROSION AND SEDIMENTATION CONTROL

.1 Provide temporary erosion and sedimentation control measures to prevent soil erosion

and discharge of soil-bearing water runoff or airborne dust to adjacent properties and

walkways.

.2 Inspect, repair, and maintain erosion and sedimentation control measures during

construction until permanent vegetation has been established.

.3 Remove erosion and sedimentation controls and restore and stabilize areas disturbed

during removal.

END OF SECTION


February 2019 TRAFFIC CONTROL

Page 1

SECTION 01 55 26 – TRAFFIC CONTROL

Part 1 General


.1 Ministry of Transportation, Ontario (MTO)

.1 Ontario Traffic Manual, Book 7: Temporary Conditions - 01.

1.2 PROTECTION OF PUBLIC TRAFFIC

.1 Comply with requirements of Acts, Regulations and By-Laws in force for regulation of

traffic or use of roadways upon or over which it is necessary to carry out Work or haul

materials or equipment.

.2 When working on travelled way:

.1 Place equipment in position to minimize interference and hazard to travelling

public.

.2 Keep equipment units as close together as working conditions permit and

preferably on same side of travelled way.

.3 Do not leave equipment on travelled way overnight.

.3 Close lanes of road only after receipt of written approval from Departmental

Representative.

.1 Before re-routing traffic erect suitable signs to redirect traffic as required.

.4 Keep travelled way unobstructed and of sufficient width for required number of lanes of

traffic.

.1 Provide 7 m wide minimum temporary roadway for traffic in two-way sections

through Work and on detours.

.2 Provide 5 m wide minimum temporary roadway for traffic in one-way sections

through Work and on detours.

.5 Maintain road access and egress to and from property.

1.3 INFORMATIONAL AND WARNING DEVICES

.1 Provide and maintain signs as required and indicated on the Drawings to indicate

construction activities or other temporary and unusual conditions resulting from Project

Work which requires road user response.

.2 Meet with Consultant and Departmental Representative prior to commencement of Work

to prepare list of signs required for project. If situation on site changes, revise list to

approval of Departmental Representative and Consultant.

.3 Continually maintain signage in use:

.1 Check signs daily for legibility, damage, suitability and location. Clean, repair or

replace to ensure clarity and reflectance.

.2 Remove or cover signs which do not apply to conditions existing from day to

day.


TRAFFIC CONTROL February 2019

Page 2

1.4 CONTROL OF PUBLIC TRAFFIC

.1 Provide competent flag personnel, trained and properly equipped for situations as

follows:

.1 When public traffic is required to pass working vehicles or equipment that block

all or part of travelled roadway.

.2 When it is necessary to institute one-way traffic system through construction area

or other blockage where traffic volumes are heavy, approach speeds are high and

traffic signal system is not in use.

.3 When workmen or equipment are employed on travelled way over brow of hills,

around sharp curves or at other locations where oncoming traffic would not

otherwise have adequate warning.

.4 Where temporary protection is required while other traffic control devices are

being erected or taken down.

.5 For emergency protection when other traffic control devices are not readily

available.

.6 In situations where complete protection for workers, working equipment and

public traffic is not provided by other traffic control devices.

.7 Delays to public traffic due to contractor's operators: 15 minutes maximum.

1.5 OPERATIONAL REQUIREMENTS

.1 Maintain existing conditions for traffic throughout period of contract.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 TEMPORARY BARRIERS AND ENCLOSURES

Page 1

SECTION 01 56 00 – TEMPORARY BARRIERS AND ENCLOSURES

Part 1 General



Conditions (SACC)-ID: R0202D, Title: General Conditions 'C', In Effect as Of: May 14,

2004.


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


1.3 TEMPORARY FENCE ENCLOSURES

.1 Provide temporary fence enclosures to restrict unauthorized access to work and staging

areas where shown on Drawings.

.2 Maintain enclosures for the duration of the Work.

.3 Fence enclosures are to consist of 1.8 m high full-fabric temporary fence enclosures.

Fencing is to be covered, full-height, with filter fabric or poly-weave tarping, and

sufficiently ballasted to prevent overturning.

.4 Contractor material, equipment, and any waste products are to be maintained within the

fenced work and staging areas.

1.4 ACCESS TO SITE

.1 Provide and maintain access roads, sidewalk crossings, walkways, ramps, loading docks,

etc. as may be required for access to Work.

1.5 TRAFFIC FLOW

.1 Provide and maintain competent signal flag operators, traffic signals, barricades and

flares, lights, or lanterns as required to perform Work and protect public.

1.6 FIRE ROUTES

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

response vehicles.

1.7 PROTECTION FOR OFF-SITE AND PUBLIC PROPERTY

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

Work.

.2 Be responsible for damage incurred.

1.8 PROTECTION OF BUILDING FINISHES

.1 Provide protection for finished and partially finished building finishes and equipment

during performance of Work.


TEMPORARY BARRIERS AND ENCLOSURES February 2019

Page 2

.2 Provide necessary screens, covers, and hoardings.

.3 Confirm with Consultant and Departmental Representative locations and installation

schedule 72 hours prior to installation.

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

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 COMMON PRODUCT REQUIREMENTS

Page 1

SECTION 01 61 00 – COMMON PRODUCT REQUIREMENTS

Part 1 General




.2 Within text of each specifications section, reference may be made to reference standards.

.3 Conform to these reference standards, in whole or in part as specifically requested in

specifications.

.4 If there is question as to whether products or systems are in conformance with applicable

standards, Departmental Representative and Consultant reserve rights to have such

products or systems tested to prove or disprove conformance.

.5 Cost for such testing will be born by the Departmental Representative in event of

conformance with Contract Documents, or by Contractor in event of non-conformance.

1.2 QUALITY

.1 Products, materials, equipment and articles incorporated in Work shall be new, not

damaged or defective, and of best quality for purpose intended. If requested, furnish

evidence as to type, source and quality of products provided.

.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

Consultant based upon requirements of Contract Documents.

.4 Unless otherwise indicated in specifications, maintain uniformity of manufacture for any

particular or like item throughout 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.

1.3 STORAGE, HANDLING AND PROTECTION

.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 seal 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.

.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.


COMMON PRODUCT REQUIREMENTS February 2019

Page 2

.6 Store sheet materials, lumber, etc. on flat, solid supports and keep clear of ground. Slope

to shed moisture.

.7 Remove and replace damaged products at Contractor’s expense and to satisfaction of

Consultant.

.8 Touch-up damaged factory finished surfaces at Contractor’s expense and to Consultant's

satisfaction. Use touch-up materials to match original. Do not paint over name plates.

1.4 TRANSPORTATION

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

1.5 MANUFACTURER'S INSTRUCTIONS

.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 Consultant, in writing, of conflicts between specifications and manufacturer's

instructions, so that Consultant will establish course of action.

.3 Improper installation or erection of products, due to failure in complying with these

requirements, authorizes Consultant and Departmental Representative to require removal

and re-installation at no increase in Contract Price or Contract Time.

1.6 QUALITY OF WORK

.1 Ensure Quality of Work is of highest standard, executed by workers experienced and

skilled in respective duties for which they are employed. Immediately notify Consultant

and Departmental Representative if required Work is such as to make it impractical to

produce required results.

.2 Do not employ anyone unskilled in their required duties. Consultant and Departmental

Representative reserve rights to require dismissal from site, workers deemed incompetent

or careless.

.3 Decisions as to standard or fitness of Quality of Work in cases of dispute rest solely with

the Consultant and Departmental Representative, whose decision is final.

1.7 CO-ORDINATION

.1 Ensure co-operation of workers in laying out Work. Maintain efficient and continuous

supervision.

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

1.8 REMEDIAL WORK

.1 Refer to Section 01 73 00 - Execution.

.2 Perform remedial work required to repair or replace parts or portions of Work identified

as defective or unacceptable. Co-ordinate adjacent affected Work as required.

.3 Perform remedial work by specialists familiar with materials affected. Perform in a

manner to neither damage nor put at risk any portion of Work.


February 2019 COMMON PRODUCT REQUIREMENTS

Page 3

1.9 FASTENINGS

.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

specification Section.

.4 Space anchors within individual load limit or shear capacity and ensure 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 material to which anchorage is made are

not acceptable.

1.10 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 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.

1.11 PROTECTION OF WORK IN PROGRESS

.1 Prevent overloading of areas to remain. Do not cut, drill or sleeve load bearing structural

member, unless specifically indicated without written approval of Consultant.

1.12 EXISTING UTILITIES

.1 Where Work involves breaking into or connecting to existing services, give Consultant

and Departmental Representative a minimum of 48 hours notice for necessary

interruption of mechanical or electrical service throughout course of work. Minimize

duration of interruptions. Carry out work at times as directed by Department

Representative with minimum disturbance to site operations.

.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 service.

Part 2 Products

2.1 NOT USED

.1 Not Used.


COMMON PRODUCT REQUIREMENTS February 2019

Page 4

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 EXECUTION

Page 1

SECTION 01 73 00 - EXECUTION

Part 1 General


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

.2 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.

.3 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 Date and time work will be executed.

1.2 MATERIALS

.1 Required for original installation.

.2 Change in Materials: Submit request for substitution in accordance with Section 01 33 00

- Submittal Procedures.

1.3 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 assure 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.

1.4 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.


EXECUTION February 2019

Page 2

.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.

.9 Restore work with new products in accordance with requirements of Contract

Documents.

.10 Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through

surfaces.

.11 Refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest

intersection. Refinish assemblies by refinishing entire unit.

.12 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas

except where indicated otherwise.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 CLEANING

Page 1

SECTION 01 74 00 - CLEANING

Part 1 General





Conditions (SACC)-ID: R0202D, Title: General Conditions "C", In Effect as Of: May 14,

2004.

1.2 PROJECT CLEANLINESS

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

including that caused by Departmental Representative, the public, or other Contractors

and sub-contractors.

.2 Remove waste materials from site at daily regularly scheduled times or dispose of as

directed by Departmental Representative. Do not burn waste materials on site.

.3 Make arrangements with and obtain permits from authorities having jurisdiction for

disposal of waste and debris.

.4 Provide on-site containers for collection of waste materials and debris. Locate within

staging area or area coordinated and approved by Departmental Representative.

.5 Store volatile waste in covered metal containers, and remove from premises at end of

each working day.

.6 Provide adequate ventilation during use of volatile or noxious substances. Use of building

ventilation systems is not permitted for this purpose.

.7 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and

as recommended by cleaning material manufacturer.

.8 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 When Work is Substantially Performed, remove surplus products, tools, construction

machinery and equipment not required for performance of remaining Work.

.2 Remove waste products and debris other than that caused by others, and leave Work

clean and suitable for occupancy.

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

equipment.

.4 Remove waste products and debris including that caused by Departmental

Representative, the public, or other Contractors and sub-contractors.

.5 Remove waste materials from site at daily regularly scheduled times or dispose of as

directed by Departmental Representative. Do not burn waste materials on site.


CLEANING February 2019

Page 2

.6 Make arrangements with and obtain permits from authorities having jurisdiction for

disposal of waste and debris.

.7 Clean and polish hardware, stainless steel, chrome, baked enamel, galvanized, and

mechanical and electrical fixtures. Replace broken, scratched or disfigured components at

no extra cost.

.8 Remove stains, spots, marks and dirt from all elements, including electrical and

mechanical fixtures, walls, floors, etc.

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

.10 Vacuum clean and dust behind grilles, louvres and screens.

.11 Inspect finishes, fitments and equipment and ensure specified workmanship and

operation.

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

grounds.

.13 Remove dirt and other disfiguration from exterior surfaces.

.14 Clean and sweep roofs, gutters, areaways, and sunken wells.

.15 Sweep and wash clean paved areas.

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

equipment.

.17 Clean drainage systems adjacent to the work area.

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

spaces.

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 CLOSEOUT PROCEDURES

Page 1

SECTION 01 77 00 – CLOSEOUT PROCEDURES

Part 1 General




1.2 ADMINISTRATIVE REQUIREMENTS

.1 Acceptance of Work Procedures:

.1 Contractor's Inspection: Contractor to conduct inspection of Work, identify

deficiencies and defects, and repair as required to conform to Contract

Documents.

.1 Notify Consultant in writing of satisfactory completion of Contractor's

inspection and submit verification that corrections have been made.

.2 Request Consultant's inspection.

.2 Consultant's Inspection:

.1 Consultant and Contractor to inspect Work and identify defects and

deficiencies.

.2 Contractor to correct Work as directed.

.3 Completion Tasks: submit written certificates in English 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 and fully operational.

.4 Certificates required by authorities having jurisdiction (e.g. Electrical

Safety Authority, etc.): submitted.

.5 Operation of systems: demonstrated to Departmental Representative's

personnel.

.6 Work: complete and ready for final inspection.

.4 Final Inspection:

.1 When completion tasks are done, request final inspection of Work by

Consultant, Departmental Representative, and Contractor.

.2 When Work incomplete according to Consultant and Departmental

Representative, complete outstanding items and request re-inspection.

1.3 FINAL CLEANING

.1 Clean in accordance with Section 01 74 00 - Cleaning.

.1 Remove surplus materials, excess materials, rubbish, tools and equipment.


CLOSEOUT PROCEDURES February 2019

Page 2

Part 2 Products

2.1 NOT USED

.1 Not Used.

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 CLOSEOUT SUBMITTALS

Page 1

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

Part 1 General


.1 Pre-warranty Meeting:

.1 Convene meeting in conjunction with final progress meeting in accordance with

Section 01 31 19- Project Meetings to:

.1 Verify Project requirements.

.2 Review warranty requirements.

.2 Departmental Representative and Consultant to establish communication

procedures for:

.1 Notifying construction warranty defects.

.2 Determine priorities for type of defects.

.3 Determine reasonable response time.

.3 Contact 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 contact is located within local service area of warranted construction, is

continuously available, and is responsive to inquiries for warranty work action.



.2 Two (2) weeks prior to Substantial Performance of the Work, submit to the Consultant

electronic final copies of operating and maintenance manuals in English and French.

.3 Provide spare parts, maintenance materials and special tools of same quality and

manufacture as products provided in Work.

.4 Provide evidence, if requested, for type, source and quality of products supplied.

1.3 FORMAT

.1 Organize data as instructional manual.

.2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm 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: identify each binder with type or printed title 'Project Record Documents'; list title

of project and identify 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.


CLOSEOUT SUBMITTALS February 2019

Page 2

.8 Drawings: provide with reinforced punched binder tab.

.1 Bind in with text; fold larger drawings to size of text pages.

1.4 CONTENTS - PROJECT RECORD DOCUMENTS

.1 Table of Contents for Each Volume: provide title of project;

.1 Date of submission; names.

.2 Addresses, and telephone numbers of Consultant, sub-Consultants, and

Contractor with name of responsible parties.

.3 Schedule of products and systems, indexed to content of volume.

.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.

1.5 AS -BUILT DOCUMENTS AND SAMPLES

.1 Maintain at site for Departmental Representative and Consultant one record copy of:

.1 Contract Drawings.

.2 Specifications.

.3 Addenda.

.4 Change Orders and other modifications to 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.



Page 3

.5 Keep record documents and samples available for review by Consultant and


1.6 RECORDING INFORMATION ON PROJECT RECORD DOCUMENTS

.1 Record information on set of drawings, and in copy of Project Manual.

.2 Use felt tip marking pens, maintaining separate colours for each major system, for

recording information.

.3 Record information concurrently with construction progress.

.1 Do not conceal Work until required information is recorded.

.4 Contract Drawings and shop drawings: mark each item to record actual construction,

including:

.1 Measured depths of elements of foundation in relation to finish first floor datum.

.2 Measured horizontal and vertical locations of underground utilities and

appurtenances, referenced to permanent surface improvements.

.3 Measured locations of internal utilities 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 Referenced Standards to related shop drawings and modifications.

.5 Specifications: mark each item to record actual construction, including:

.1 Manufacturer, trade name, and catalogue number of each product actually

installed, particularly optional items and substitute items.

.2 Changes made by Addenda and change orders.

.6 Other Documents: maintain inspection certifications, manufacturer's certifications, field

test records,etc., required by individual specifications sections.

.7 Provide digital photos, if requested, for site records.

1.7 EQUIPMENT AND SYSTEMS

.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 Operating Procedures: include routine normal operating instructions and sequences.

.1 Include summer, winter, and any special operating instructions.

.3 Maintenance Requirements: include routine procedures and guide for trouble-shooting;

disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing,

and checking instructions.

.4 Provide servicing and lubrication schedule, and list of lubricants required.



Page 4

.5 Include manufacturer's printed operation and maintenance instructions.

.6 Include sequence of operation by controls manufacturer.

.7 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams

required for maintenance.

.8 Provide installed control diagrams by controls manufacturer.

.9 Provide list of original manufacturer's spare parts, current prices, and recommended

quantities to be maintained in storage.

.10 Additional requirements: as specified in individual specification sections.

1.8 MATERIALS AND FINISHES

.1 Building products, applied materials, and finishes: include product data, with catalogue

number, size, composition, and colour and texture designations.

.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.

1.9 MAINTENANCE MATERIALS

.1 Spare Parts:

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

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

.3 Deliver to location as directed, place and store.

.4 Receive and catalogue items.

.1 Submit inventory listing to Departmental Representative and Consultant.

.2 Include approved listings in Maintenance Manual.

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

.2 Extra Stock Materials:

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

specification sections.

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





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

.3 Special Tools:

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



Page 5

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





1.10 DELIVERY, STORAGE AND HANDLING

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

or deterioration.

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

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

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

.5 Remove and replace damaged products at own expense and for review by Departmental


1.11 WARRANTIES AND BONDS

.1 Develop warranty management plan to contain information relevant to Warranties.

.2 Submit warranty management plan five (5) days before pre-warranty conference, to

Consultant for review and approval.

.3 Warranty management plan to include required actions and documents to assure that

Departmental Representative receives warranties to which they are entitled.

.4 Provide plan in narrative form and contain sufficient detail to make it suitable for use by

future maintenance and repair personnel.

.5 Submit, warranty information made available during construction phase, to Consultant

for review and approval prior to each monthly pay estimate.

.6 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 time specified for submittal.

.7 Except for items put into use with Owner's permission, leave date of beginning of time of

warranty until Date of Substantial Performance is determined.

.8 Include information contained in warranty management plan as follows:



Page 6

.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 and louvers.

.3 Provide list for each warranted equipment, item, feature of construction or

system indicating:

.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 various warranted

equipment.

.4 Contractor's plans for attendance at post-construction warranty inspections.

.5 Procedure and status of tagging of equipment covered by extended warranties.

.6 Post copies of instructions near selected pieces of equipment where operation is

critical for warranty and/or safety reasons.

.9 Respond in timely manner to oral or written notification of required construction

warranty repair work.

.10 Written verification to follow oral instructions.

.1 Failure to respond will be cause for the Departmental Representative to proceed

with action against Contractor.

Part 2 Products

2.1 NOT USED

.1 Not Used.



Page 7

Part 3 Execution

3.1 NOT USED

.1 Not Used.

END OF SECTION


February 2019 SELECTIVE SITE DEMOLITION

Page 1

SECTION 02 41 13 – SELECTIVE SITE DEMOLITION

Part 1 General

1.1 SUMMARY

.1 Section includes descriptions for demolishing, salvaging, recycling, and removing site

work items identified for removal in whole or in part.


.1 Department of Justice Canada (Jus)

.1 Canadian Environmental Assessment Act (CEAA), 2012

.2 Canadian Environmental Protection Act (CEPA), 2012

.1 Transportation of Dangerous Goods Act (TDGA), 1992, c. 34

.2 Motor Vehicle Safety Act (MVSA), 1995

.3 Hazardous Materials Information Review Act, 1985

1.3 DEFINITIONS

.1 Selective Demolition: Sequencing demolition activities to allow separation and sorting of

selected site materials.

.2 Hazardous Substances: dangerous substances, dangerous goods, hazardous commodities

and hazardous products, including but not limited to: asbestos PCB's, CFC's, HCFC's

poisons, corrosive agents, flammable substances, ammunition, explosives, radioactive

substances, or other material that can endanger human health or well being or

environment if handled improperly.

.3 Waste Management Coordinator (WMC): Contractor’s representative responsible for

supervising waste management activities as well as coordinating related, required

submittal and reporting requirements.


.1 Coordination: Coordinate with Departmental Representative for the material ownership

including the following:

.1 Except for items or materials indicated to be reused, salvaged, reinstalled, or

otherwise indicated to remain Departmental Representative's property,

demolished materials shall become Contractor’s property and shall be removed

from Project site.

.2 Historic items, relics, and similar objects of interest or value to Departmental

Representative that may be encountered during demolition remain the

Departmental Representative’s property:

.1 Carefully remove and salvage each item or object in a manner to prevent

damage and deliver promptly to Departmental Representative.

.2 Coordinate with Departmental Representative, who will establish special

procedures for removal and salvage operations.

.2 Scheduling:


SELECTIVE SITE DEMOLITION February 2019

Page 2

.1 Employ necessary means to meet project time lines without compromising

specified minimum rates of material diversion.

.2 In event of unforeseen delay, notify Consultant and Departmental Representative

in writing.


.1 Action Submittals: Provide the following submittals before starting any work of this

Section:

.1 Schedule of Selective Site Demolition Activities: Coordinate with Section 01 32

16.19.

.1 Detailed sequence of selective site demolition and removal work, with

starting and ending dates for each activity

.2 Interruption of utility services

.3 Coordination for shutoff, capping, and continuation of utility services

.4 Locations of temporary partitions and means of egress

.2 Inventory: Submit a list of items that have been removed and salvaged after

selective site demolition is complete

.1 Landfill Records: Indicate receipt and acceptance of wastes by a landfill

facility licensed to accept wastes.

.2 Pre demolition Photographs and Video: Submit photographs and video

indicating existing conditions of adjoining construction and site

improvements prior to starting Work. Include finish surfaces that may be

misconstrued as damage caused by selective site demolition operations.

.2 Informational Submittals: Provide the following submittals when requested by the

Consultant:

.1 Qualification Data: Submit information for companies and personnel indicating

their capabilities and experience to perform work of this Section including; but

not limited to, lists of completed projects with project names and addresses,

names and addresses of Consultant and Departmental Representative, for work of

similar complexity and extent.

1.6 QUALITY ASSURANCE

.1 Regulatory Requirements: ensure Work is performed in compliance with applicable

Provincial regulations.

.2 Comply with hauling and disposal regulations of Authority Having Jurisdiction.

1.7 SITE CONDITIONS

.1 Environmental protection:

.1 Ensure Work does not adversely affect adjacent watercourses, groundwater and

wildlife, or contribute to excess air and noise pollution.

.2 Fires and burning of waste or materials is not permitted on site.

.3 Burying of rubbish waste materials is not permitted.



Page 3

.4 Disposal of waste of volatile materials including, but not limited to, mineral

spirits, oil, petroleum based lubricants, or toxic cleaning solutions into

watercourses, storm or sanitary sewers, is not permitted.

.5 Ensure proper disposal procedures are maintained throughout the project.

.2 Pumping of water containing suspended materials into watercourses, storm or sanitary

sewers or onto adjacent properties, is not permitted.

.3 Control disposal or runoff of water containing suspended materials or other harmful

substances in accordance with authorities having jurisdiction.

.4 Protect trees, plants, foliage, landscaping, etc. on site and adjacent properties where

indicated.

.5 Prevent extraneous materials from contaminating air beyond application area, by

providing temporary enclosures during demolition work.

.6 Cover or wet down dry materials and waste to prevent blowing dust and debris. Control

dust on all temporary roads.

.7 Departmental Representative is occupying another building immediately adjacent to

demolition area.

.8 Conduct selective site demolition so Departmental Representative's operations will not be

disrupted:

.1 Provide not less than 72 hours' notice to Departmental Representative of

activities that will affect operations.

.2 Maintain access to existing walkways, exits, thoroughfares, and other adjacent

occupied or used facilities:

.1 Closing or obstructing walkways, exits, thoroughfares, or other occupied

or used facilities without written permission from Departmental

Representative is not permitted.

.9 Consultant and Departmental Representative assume no responsibility for Selective Site

elements being demolished:

.1 Conditions existing at time of inspection for bidding purpose will be maintained

by Departmental Representative as far as practical.

.2 Before selective site demolition, remove, protect and store salvaged items as

indicated on the Drawings.

1.8 EXISTING CONDITIONS

.1 Hazardous Materials: It is not expected that hazardous materials will be encountered in

the Work.

.2 If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Consultant and Departmental Representative. Hazardous materials

will be removed by Departmental Representative under a separate contract or as a change

to the Work.



Page 4

Part 2 Products

2.1 EQUIPMENT

.1 Equipment and Heavy Machinery:

.1 Machinery running only while in use, except where extreme temperatures

prohibit shutting machinery down.

Part 3 Execution

3.1 EXAMINATION

.1 Survey existing conditions and correlate with requirements indicated to determine extent

of selective site demolition required.

.2 Consultant and Departmental Representative do not guaranty that existing conditions are

the same as those indicated in Project Documents.

.3 Inventory and record the condition of items being removed and salvaged.

.4 When unanticipated mechanical, electrical, or structural elements are encountered,

investigate and measure the nature and extent of the element. Promptly submit a written

report to the Consultant and Departmental Representative.

.5 Verify that hazardous materials have been remediated before proceeding with site

demolition operations.

3.2 PREPARATION

.1 Protection of in-place conditions:

.1 Prevent movement, settlement or damage of adjacent structures, services,

walkways, asphalt pavement, landscaping, existing buildings, fencing, adjacent

grades, etc.

.1 Provide bracing and shoring as required at no extra cost.

.2 Repair damage caused by demolition as directed by the Consultant and

Departmental Representative at no extra cost.

.2 Support affected site elements and, if safety of site element being demolished

appears to be endangered, take preventative measures, stop Work and

immediately notify Consultant and Departmental Representative.

.3 Prevent debris from blocking surface drainage system, and mechanical and

electrical systems which must remain in operation.

.2 Surface Preparation:

.1 Disconnect and cap Mechanical and Electrical Services as required for

performance of the Work. Ensure mechanical and electrical services remain

operational outside of designated work areas.

.2 Disruption of active or energized utilities is not permitted.



Page 5

3.3 REMOVAL AND DEMOLITION OPERATIONS

.1 Remove items as indicated on the Drawings and as required for performance of the Work

shown on the Drawings.

.2 Disruption of items designated to remain in place is not permitted.

.3 Removal of pavements, curbs, landscaping, asphalt pavement, etc.:

.1 Square up adjacent surfaces to remain in place by saw cutting or other methods.

.2 Protect adjacent joints and load transfer devices.

.3 Protect underlying and adjacent granular materials where applicable.

.4 Remove and dispose of the designated trees during demolition.

.1 Obtain written approval from Departmental Representative prior to removal of

trees.

.5 Disposal of Material:

.1 Dispose of materials not designated for salvage or reuse on site at authorized

facilities.

.2 Trim disposal areas to approval of Departmental Representative.

3.4 STOCKPILING

.1 Label stockpiles, indicating material type and quantity.

.2 Designate appropriate security resources/measures to prevent vandalism, damage and

theft.

.3 Locate stockpiled materials only within the designated work and staging areas. Do not

stockpile hazardous materials. Remove hazardous materials from site daily.

3.5 REMOVAL FROM SITE

.1 Remove stockpiled material as directed by the Consultant and Departmental

Representative when it interferes with operations of project or site operations.

.2 Dispose of materials in accordance with applicable regulations.

3.6 RESTORATION

.1 Restore areas and existing works outside areas of demolition to match conditions that

existed prior to beginning of Work.

.2 Use soil treatments and procedures which are not harmful to health, are not injurious to

plants, and do not endanger wildlife, adjacent water courses or ground water.

3.7 CLEANING



.2 Remove debris, trim surfaces and leave work site clean, upon completion of

Work



Page 6

.3 Use cleaning solutions and procedures which are not harmful to health, are not

injurious to plants, and do not endanger wildlife, adjacent water courses or

ground water.



END OF SECTION


February 2019 CONCRETE FORMING AND ACCESSORIES

Page 1

SECTION 03 10 00 – CONCRETE FORMING AND ACCESSORIES

Part 1 General


.1 CSA Group (CSA)

.1 CSA-A23.1-14 /A23.2-14, Concrete Materials and Methods of Concrete


.2 CAN/CSA-O86-14, Engineering Design in Wood.

.3 CSA O121-08(R2013), Douglas Fir Plywood.

.4 CSA O151-09(2014), Canadian Softwood Plywood.

.5 CSA O153-13, Poplar Plywood.

.6 CAN/CSA-O325.0-16, Construction Sheathing.

.7 CSA O437 Series-93(R2011), Standards for OSB and Waferboard.

.8 CSA S269.1-16, Falsework and Formwork.

.9 CAN/CSA-S269.3-M92(R2003), Concrete Formwork.

.2 Underwriters' Laboratories of Canada (ULC)

.1 CAN/ULC-S701-11, Standard for Thermal Insulation, Polystyrene, Boards and

Pipe Covering.


.1 Quality Assurance: in accordance with Section 01 45 00- Quality Control.


.1 Deliver, store, and handle materials in accordance with Section 01 61 00 - Common

Product Requirements and manufacturer’s written instructions.

.2 Delivery and Acceptance Requirements: deliver materials to site in original factory

packaging, labelled with manufacturer's name and address.

.3 Storage and Handling Requirements:

.1 Store materials off ground and in accordance with manufacturer's

recommendations in clean, dry, well-ventilated area.

.2 Store and protect formwork from damages.

.3 Replace defective or damaged materials with new at no extra cost to the


Part 2 Products

2.1 MATERIALS

.1 Formwork materials:

.1 For concrete without special architectural features, use wood and wood product

formwork materials to CSA-O153 or CSA-O121.


CONCRETE FORMING AND ACCESSORIES February 2019

Page 2

.2 Rigid insulation board: to CAN/ULC-S701.

.2 Tubular forms: round, spirally wound, polyethylene impregnated virgin kraft interior

layer and a waxed exterior, internally treated with release material.

.3 Form ties:

.1 Removable or snap-off metal ties, fixed or adjustable length, free of devices

leaving holes minimum 25 mm diameter in concrete surface.

.4 Form liner:

.1 Plywood: Douglas Fir to CSA O121 or Poplar to CSA O153

.5 Form release agent: Proprietary, non volatile material not to stain concrete or impair

subsequent application of finishes or coatings to surface of concrete, derived from

agricultural sources, non petroleum containing, low VOC, non-toxic.

.6 Falsework materials: to CSA-S269.1.

Part 3 Execution

3.1 FABRICATION AND ERECTION

.1 Verify lines, levels, and centres before proceeding with formwork/falsework and ensure

dimensions agree with drawings.

.2 Obtain Consultant's approval for use of earth forms not indicated on drawings.

.3 Hand trim sides and bottoms and remove loose earth from earth forms before placing

concrete.

.4 Fabricate and erect falsework in accordance with CSA S269.1.

.5 Provide site drainage to prevent washout of soil.

.6 Fabricate and erect formwork in accordance with CAN/CSA-S269.3 to produce finished

concrete conforming to shape, dimensions, locations and levels indicated within

tolerances required by CSA-A23.1/A23.2.

.7 Align form joints and make watertight.

.1 Keep form joints to minimum.

.8 Use 25 mm chamfer strips on external corners and 25 mm fillets at interior corners,

joints, unless specified otherwise.

.9 Form recesses and control joints as indicated.

.10 Build in sleeves, frames, and other inserts required to accommodate Work specified in

other sections.

.1 Ensure that inserts will not protrude beyond surfaces.

.11 Clean formwork in accordance with CSA-A23.1/A23.2, before placing concrete.

3.2 REMOVAL

.1 Remove formwork when concrete has reached 70% of its 28 day design strength.


February 2019 CONCRETE FORMING AND ACCESSORIES

Page 3

.2 Re-use formwork and falsework subject to requirements of CSA-A23.1/A23.2.

3.3 CLEANING





END OF SECTION


February 2019 CONCRETE REINFORCING

Page 1

SECTION 03 20 00 – CONCRETE REINFORCING

Part 1 General


.1 American Concrete Institute (ACI)

.1 SP-66-04, ACI Detailing Manual 2004.

.2 ASTM International (ASTM)

.1 ASTM A143/A143M-07(2014), Standard Practice for Safeguarding Against

Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure

for Detecting Embrittlement.

.2 ASTM A641/A641M-09a(2014), Standard Specification for Zinc–Coated

(Galvanized) Carbon Steel Wire.

.3 ASTM A775/A775M-16, Standard Specification for Epoxy-Coated Reinforcing

Steel Bars.

.4 ASTM A 884/A 884M-14 Standard Specification for Epoxy-Coated Steel Wire

and Welded Wire Reinforcement.

.5 ASTM A 1064/A 1064M-16b, Standard Specification for Carbon-Steel Wire and

Welded Wire Reinforcement, Plain and Deformed, for Concrete.

.3 CSA Group (CSA)

.1 CSA-A23.1-14 /A23.2-14, Concrete Materials and Methods of Concrete

Construction/Test Methods and Standard Practices for Concrete.

.2 CAN/CSA-A23.3-14, Design of Concrete Structures.

.3 CSA-G30.18-09(R2014), Carbon Steel Bars for Concrete Reinforcement.

.4 CSA-G40.20/G40.21-13(R2014), General Requirements for Rolled or Welded

Structural Quality Steel/Structural Quality Steel.

.5 CAN/CSA-G164-M92(R2003), Hot Dip Galvanizing of Irregularly Shaped

Articles.

.6 CSA W186-M1990(R2016), Welding of Reinforcing Bars in Reinforced

Concrete Construction.

.4 Reinforcing Steel Institute of Canada (RSIC)

.1 RSIC-2004, Reinforcing Steel Manual of Standard Practice.


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

.2 Quality Assurance Submittals:

.1 Submit in accordance with Section 01 45 00- Quality Control and as described in

PART 2 - SOURCE QUALITY CONTROL.

.2 Mill Test Report: upon request, submit to Consultant certified copy of mill test

report of reinforcing steel, minimum 4 weeks prior to beginning reinforcing

work.


CONCRETE REINFORCING February 2019

Page 2

.3 Upon request submit to Consultant epoxy coating applicator certificates

identified in Quality Assurance.


.1 Deliver, store and handle materials in accordance with Section 01 61 00- Common

Product Requirements and with manufacturer's written instructions.








.4 Handle, transport, store and install epoxy coated reinforcing steel bars to prevent damage

to coating. Prevent bar-to-bar abrasion and excessive sagging. Do not drop or drag bars.

Store on suitable non-metallic supports. For lifting use nylon lifting slings, padded slings,

separators or other means recommended by epoxy coated reinforcing steel supplier.

Part 2 Products

2.1 MATERIALS

.1 Substitute different size bars only if permitted in writing by Consultant.

.2 Reinforcing steel: billet steel, grade 400, deformed bars to CSA-G30.18, unless indicated

otherwise.

.3 Reinforcing steel: weldable low alloy steel deformed bars to CSA-G30.18.

.4 Cold-drawn annealed steel wire ties: to ASTM 1064/A 1064M.

.5 Welded steel wire fabric:

.1 Plain in accordance ASTM A 1064/A 1064M, fabricated from as drawn steel

wire into flat sheets; sizes as indicated on Drawings.

.2 Finish:

.1 Galvanized: Fabricated from galvanized wire having Class A coating in

accordance with ASTM A641.

.3 Provide in flat sheets only.

.6 Epoxy Coating of non-prestressed reinforcement: to ASTM A 775/A 775M.

.7 Chairs, bolsters, bar supports, spacers: to CSA-A23.1/A23.2.

.8 Tie wire: 1.5 mm diameter annealed wire, epoxy coated.

.9 Mechanical splices: subject to approval of Consultant DCC Representative.

2.2 FABRICATION

.1 Fabricate reinforcing steel in accordance with CSA-A23.1/A23.2.


February 2019 CONCRETE REINFORCING

Page 3

.2 Obtain Consultant's written approval for locations of reinforcement splices other than

those shown on placing drawings.

.3 Ship bundles of bar reinforcement, clearly identified in accordance with bar bending

details and lists.

.1 Ship epoxy coated bars in accordance with ASTM A775A/A775M.

2.3 SOURCE QUALITY CONTROL

.1 Upon request, provide Consultant with certified copy of mill test report of reinforcing

steel, showing physical and chemical analysis, minimum 4 weeks prior to beginning

reinforcing work.

Part 3 Execution

3.1 FIELD BENDING

.1 Do not field bend or field weld reinforcement except where indicated or authorized by

Consultant.

.2 When field bending authorized, bend without heat, applying slow and steady pressure.

.3 Replace bars, which develop cracks or splits.

3.2 PLACING REINFORCEMENT

.1 Cutting or puncturing vapour retarder is not permitted; repair damage and reseal vapour

retarder before placing concrete.

.2 Place reinforcing steel as indicated on placing drawings and in accordance with CSA-

A23.1/A23.2.

.3 Prior to placing concrete, obtain Consultant's approval of reinforcing material and

placement.

.4 Maintain cover to reinforcement during concrete pour.

.5 Protect epoxy coated portions of bars with covering during transportation and handling.

3.3 FIELD TOUCH-UP

.1 Touch up damaged and cut ends of epoxy coated reinforcing steel with compatible finish

to provide continuous coating.

3.4 CLEANING





END OF SECTION


February 2019 CAST-IN-PLACE CONCRETE

Page 1

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

Part 1 General


.1 ASTM International

.1 ASTM C260/C260M-10a(2016), Standard Specification for Air-Entraining

Admixtures for Concrete.

.2 ASTM C309-11, Standard Specification for Liquid Membrane-Forming

Compounds for Curing Concrete.

.3 ASTM C494/C494M-16, Standard Specification for Chemical Admixtures for

Concrete.

.4 ASTM C 881/C881M-15, Standard Specification for Epoxy-Resin-Base Bonding

Systems for Concrete.

.5 ASTM C1017/C1017M-13e1, Standard Specification for Chemical Admixtures

for Use in Producing Flowing Concrete.

.6 ASTM C C1059/C1059M-13, Standard Specification for Latex Agents for

Bonding Fresh To Hardened Concrete.

.7 ASTM D412-16, Standard Test Methods for Vulcanized Rubber and

Thermoplastic Elastomers-Tension.

.8 ASTM D624-2012, Standard Test Method for Tear Strength of Conventional

Vulcanized Rubber and Thermoplastic Elastomer.

.9 ASTM D1751-04(2013)e1, Standard Specification for Preformed Expansion

Joint Filler for Concrete Paving and Structural Construction (Nonextruding and

Resilient Bituminous Types).

.2 Canadian General Standards Board (CGSB)

.1 CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet for Use in Building

Construction.

.3 CSA Group

.1 CSA A23.1/A23.2-14, Concrete Materials and Methods of Concrete


.2 CSA A283-06-R2016, Qualification Code for Concrete Testing Laboratories.

.3 CSA A3000-13, Cementitious Materials Compendium (Consists of A3001,

A3002, A3003, A3004 and A3005),

1.2 ABBREVIATIONS AND ACRONYMS

.1 Portland Cement: hydraulic cement, blended hydraulic cement (XXb - b denotes blended)

and Portland-limestone cement types:

.1 GU, GUb and GUL - General use cement.

.2 MS and MSb - Moderate sulphate-resistant cement.

.3 MH, MHb and MHL - Moderate heat of hydration cement.

.4 HE, HEb and HEL - High early-strength cement.

.5 LH, LHb and LHL - Low heat of hydration cement.


CAST-IN-PLACE CONCRETE February 2019

Page 2

.6 HS and HSb - High sulphate-resistant cement.

.2 Fly ash types:

.1 F - with CaO content maximum 8%.

.2 CI - with CaO content 15 to 20%.

.3 CH - with CaO minimum 20%.

.3 GGBFS - Ground, granulated blast-furnace slag.



.2 Submit all mix designs, product specifications, and Manufacturer's recommendations for

review by the Consultant a minimum of two weeks prior to placement or use of products.

.3 Submit details of proposed methods of concrete curing and provisions for weather

protection to the Consultant for review a minimum of two weeks prior to placement.

.4 Submit Manufacturer's product data sheets for proposed admixtures.

.5 Do not commence placement of concrete until review is complete and proposed products

and procedures are accepted by Consultant.


.1 Concrete hauling time: deliver to site of Work and discharged within 120 minutes

maximum after batching.

.1 Concrete delivery: ensure continuous concrete delivery from plant meets CSA

A23.1/A23.2.


Departmental Representative

1.5 SITE CONDITIONS

.1 Placing concrete during rain or weather events that could damage concrete is prohibited.

.2 Protect newly placed concrete from rain or weather events in accordance with CSA

A23.1/A23.2.

.3 Cold weather protection:

.1 Maintain protection equipment, in readiness on Site.

.2 Use such equipment when ambient temperature below 5°C, or when temperature

may fall below 5°C before concrete cured.

.3 Placing concrete upon or against surface at temperature below 5°C is prohibited.

.4 Hot weather protection:

.1 Protect concrete from direct sunlight when ambient temperature above 27°C.

.2 Prevent forms of getting too hot before concrete placed. Apply accepted

methods of cooling not to affect concrete adversely.

.5 Protect new concrete material from drying.



Page 3

Part 2 Products

2.1 DESIGN CRITERIA

.1 To CSA A23.1/A23.2, and as described in MIXES of PART 2 - PRODUCTS.

2.2 PERFORMANCE CRITERIA

.1 Quality Control Plan: ensure concrete supplier meets performance criteria of concrete as

specified and provide verification of compliance as described in PART 1 - QUALITY

ASSURANCE.

2.3 MATERIALS

.1 Portland Cement to be type GU to CSA-A3000-13

.2 Aggregate: Natural stone to CSA-A23.1-14

.3 Water: Potable and to CSA-A23.1-14

.4 Air entraining agents to ASTM C260/C260M-10A

.5 Chemicals admixtures toCSA-A3000-13. Calcium chloride is not permitted.

.6 Pozzolanic mineral admixtures to CSA-A3000-13

.7 Curing materials to CSA-A23.1-14

.8 Blended hydraulic cementing material to be type 10SF to CSAA3000-13.

.9 Supplementary cementing material to be to CSA-A3000-13.

.10 Superplasticizing admixture to be to CSA-A3000-13.

.11 Curing compounds are not permitted.

.12 Dampproof membrane:

.1 Kraft/polyethylene membrane:

.1 Plain: .75 mm thick polyethylene film bonded to asphalt treated creped

kraft.

.13 Bitumen impregnated protection board: as indicated on the Drawings.

2.4 MIXES

.1 Normal weight “ready mixed” Portland cement/silica fume modified concrete mixed in

accordance with Section 15, CSA-A23.1-14 class of exposure C-1 with the following

requirements.

Description Requirements

.1 Compressive strength (28 days) 35 MPa minimum

.2 Air content 6.0% to 9.0%

.3 Aggregate size 13 mm

.4 Slump

Prior to superplasticizer 50 mm maximum +/- 20mm

After superplasticizer 125 mm maximum +/- 25mm

.5 Water/cementing materials ratio 0.40 maximum

.6 Cement content 335 kg/m3 minimum



Page 4

.7 Cement –Type GU Normal Portland Cement

.8 Silica Fume – Type U Minimum 7.5 % Silica Fume by

mass of cement (25 kg/m3 min.)

.9 Fly Ash – Type F Maximum 15% by mass of cement

(50 kg/cu. m. max)

.10 Concrete density Normal weight (2360 kg/m3)

.1 Co-ordinate construction methods to suit concrete mix proportions and

parameters.

.2 The intent of this mix design is to provide a low permeability, high electrical

resistivity concrete mix with a coulomb rating less than 1500 when 28-day

samples are tested using rapid chloride permeability testing.

.3 Non-chloride based plasticizers shall be used to facilitate concrete placement as

required. Costs associated with the use of such materials shall be included in the

contract price. Plasticizer shall be compatible with the air entrainment agent.

.4 Note that although a maximum slump is specified, the Contractor shall endeavour

to provide concrete at the minimum slump that permits placement and handling.

.5 Mix design is the responsibility of the Contractor.

.6 Do not add calcium chloride to concrete.

.7 Addition of water to the concrete mix shall not be permitted on-site. The

Contractor shall be permitted to adjust only the quantities of superplasticizer and

air entraining agent on-site.

.8 No concrete shall be placed later than two (2) hours after the time of batching.

No re-tempered concrete shall be allowed.

.9 The Contractor shall use superplasticizers to facilitate concrete placement and

must demonstrate to the satisfaction of the Consultant that such admixtures will

have no deleterious effect on the durability or strength of the proposed concrete

mix (i.e. freeze/thaw durability).

Part 3 Execution

3.1 PREPARATION

.1 Place concrete reinforcing in accordance with Section 03 20 00 - Concrete Reinforcing.

Allow Consultant to review reinforcing placement at least 24 hours prior to placing

concrete. Any deficiencies noted by the Consultant are to be rectified by the Contractor at

no extra cost prior to placing new concrete material.

.2 During concreting operations:

.1 Development of cold joints not allowed.

.2 Ensure concrete delivery and handling facilitate placing with minimum of re-

handling, and without damage to existing structure or Work.

.3 Disturbing reinforcement and inserts during concrete placement is prohibited.



Page 5

.4 Prior to placing of concrete, obtain Consultant's approval of proposed method for

protection of concrete during placing and curing.

.5 Protect previous Work from staining.

.6 Clean and remove stains prior to application for concrete finishes.

.7 Maintain accurate records of poured concrete items to indicate date, location of pour,

quality, workability, air content, temperature and test samples taken.

.8 Do not place load upon new concrete until new concrete material is fully cured.

3.2 INSTALLATION/APPLICATION

.1 Do cast-in-place concrete work to CSA A23.1/A23.2 and as described herein.

.2 Puddles or free water shall be blown from the area and the surface is to be permitted to

dry to a saturated surface dry (SSD) state prior to new concrete installation.

.3 Pre-wet burlap shall be available on site prior to placement of concrete to allow for

immediate placement overtop of new concrete patches after their initial set.

.4 Do not add extra water to the concrete.

.5 Vibrators are to be used for consolidation purposes only and are not to be used to an

extent that causes segregation of the concrete.

.1 Internal vibrators shall conform to CSA A23.1-14 Clause 7.2.5.2 and Table 19:

Internal Vibrators for Various Applications.

.2 Vibrators shall be inserted into concrete perpendicular to concrete surface.

.3 Vibrators shall be inserted such that zones of consolidation always overlap.

.6 Finish concrete in accordance with CSA A23.1/A23.2. Initial finish shall be completed

before any bleeding or free water is present on the surface of the concrete. Final finishing

shall commence after the bleed water has disappeared and when the concrete has

stiffened sufficiently to prevent the working of excess mortar to the surface. Do not add

water to finish.

.7 Do not overwork concrete surface.

.8 Do not use steel trowels with air-entrained concrete. For air-entrained concrete, the

surface can be further leveled and consolidated with a magnesium bull float for larger

repairs or a magnesium trowel for smaller repairs. One or more passes shall be made at

suitable time intervals to obtain a level finish free of float marks. Do not work bleed

water on the concrete surface into the concrete during finishing.

.9 If mechanical floats are to be used for final finishing of larger air entrained concrete

surfaces, the mechanical floating of the concrete surface shall commence as soon as the

concrete surface has reached initial set and will support the weight of a power float

machine equipped with magnesium float blades and the operator.

.10 Tool crack control joints as indicated on Drawings.

.11 Cure concrete as outlined in this section.

.12 Sleeves and inserts:



Page 6

.1 Do not permit penetrations, sleeves, ducts, pipes or other openings to pass

through the concrete slab-on-grade except where indicated on the Drawings or

approved by the Consultant.

.2 Where approved by Consultant or indicated on the Drawings, set sleeves, ties,

pipe hangers and other inserts and openings as indicated or specified elsewhere.

.3 Sleeves and openings greater than 100 x 100 mm not indicated reviewed by

Consultant.

.4 Do not eliminate or displace reinforcement to accommodate hardware. If inserts

cannot be located as specified, obtain written approval of modifications from

Consultant before placing of concrete.

.5 Confirm locations and sizes of sleeves and openings shown on the Drawings.

.6 Set special inserts for strength testing as indicated and as required by non-

destructive method of testing concrete.

.13 Slab recesses:

.1 Form slab recesses as indicated on the Drawings in accordance with Section

03 10 00- Concrete Forming and Accessories.

.14 Finishing and curing:

.1 Finish concrete to CSA A23.1/A23.2.

.1 Finish concrete to light broom finish

.2 Use procedures as reviewed by Consultant to remove excess bleed water. Ensure

surface not damaged.

.3 Use of curing compounds is not permitted.

.4 Rub exposed sharp edges of concrete with carborundum to produce 3 mm

minimum radius edges unless otherwise indicated.

.15 Dampproof membrane:

.1 Install dampproof membrane under concrete slab-on-grade.

.2 Lap dampproof membrane minimum 150 mm at joints and seal.

.3 Seal punctures in dampproof membrane before placing concrete.

.4 Use patching material minimum 150 mm larger than puncture and seal.

3.3 CONCRETE MIXING AND PLACING

.1 Concrete shall be machine mixed. Mixing and placing shall be in accordance with CSA-

A23.1-14.

.2 Concrete shall be conveyed from the mixer to the place of deposit by methods that will

ensure the required quality of concrete. Equipment for conveying the concrete shall be of

such size and design as shall ensure a practically continuous flow of concrete at the

delivery end without separation of materials.

.3 Concrete shall be deposited into patch repairs as near as practicable to its final position to

avoid re-handling.

.4 Depositing shall be continuous throughout each division and the concrete shall be so

placed and worked that a uniform texture will be produced.



Page 7

.5 No concrete shall be placed later than one half hour after leaving the mixer. No re-

tempered concrete shall be placed.

3.4 CONCRETE CURING (SILICA FUME)

.1 Incorporate fog-mist curing methods or evaporation retarder in order to prevent loss of

moisture from concrete repair surfaces in all rapid drying conditions. In these conditions,

fog-mist curing shall be initiated immediately after initial finishing, and continued until

concrete is covered with wet-curing mats. Rapid-drying conditions may include any of

the following:

.1 High concrete ambient temperatures

.2 Low humidity

.3 High winds

.4 Direct sunlight

.5 Heated interiors during cold weather.

.2 Initiate surface concrete repair wet curing as soon as possible after the concrete has

sufficiently set, and no later than 30 minutes after finishing.

.3 Minimum acceptable wet curing method on slab surfaces is installation of pre-saturated

filter fabric, burlap, or cotton mats that are covered with soaker hoses and plastic

sheeting. Overlap wet-curing mats 150-mm and ballast in place without marring the

concrete surface.

.4 Wet curing procedures are to keep the concrete surfaces continuously wet for a period of

at least ten (10) consecutive days at a minimum temperature of 10° Celsius. Do not

permit water to completely evaporate from the concrete surfaces at any time within the

wet cure period.

.5 Prevent airflow in the space between the wet-curing mats and the plastic sheeting.

.6 Provide the Consultant with proposed fog-curing and wet-curing procedures at least 2-

weeks prior to concrete placement. Any revisions to the proposed procedures must be

submitted to the Consultant for review a minimum of one week prior to concrete

placement.

.7 The use of chemical curing compounds is not permitted.

.8 Protect concrete from the harmful effects of heat, cold, running or surface water, and

mechanical shock.

.9 Do not place concrete when air temperature is below 10° C, or without implementing

provisions to ensure proper curing of concrete when -- in the opinion of the Consultant --

there is a possibility of air temperature falling below 10° C. These provisions shall be

reviewed by the Consultant and conform to the requirements of CSA-A23.1-14.

.10 Maintain concrete material and forms between 15° C and 32° C until concrete placement

whenever the surrounding air is below 5° C. No frozen material or material containing ice

shall be used. All existing concrete, reinforcement, forms, and ground that the concrete

will contact is to be free from frost.

.11 Maintain a curing temperature above 10° C for 10 days or longer to ensure proper

concrete curing. Under no circumstances may dry heat be used. Provide means to



Page 8

humidify the air within the heated enclosure and ensure that moisture requirements for

curing are maintained.

.12 Do not allow traffic onto new concrete material until material has adequately cured to

75% of its specified 28-day compressive strength.

.13 The Consultant will have cause to not certify payment for repairs undertaken without

adequate wet-curing procedures or that become surface dry during the specified curing

period.

3.5 SURFACE TOLERANCE

.1 Concrete tolerance to CSA A23.1.

3.6 FIELD QUALITY CONTROL

.1 Site tests: conduct tests as follows, and in accordance with Section 01 45 00- Quality

Control. Submit test reports as described in PART 1 - ACTION AND

INFORMATIONAL SUBMITTALS.

.1 Slump (all loads).

.2 Air content (all loads).

.3 Compressive strength at 7 and 28 days.

.4 Air and concrete temperature (all loads).

.2 Inspection and testing of concrete and concrete materials carried out by testing laboratory

designated by Consultant and Departmental Representative to CSA A23.1/A23.2.

.1 Ensure testing laboratory certified to CSA A283.

.3 Ensure test results are distributed in a timely manner.

.4 Contractor to pay for costs of tests as specified in Section 01 29 83- Payment Procedures

for Testing Laboratory Services.

.5 Cure cylinders on job site under same conditions as concrete which they represent.

.6 Non-Destructive Methods for Testing Concrete: to CSA A23.1/A23.2.

.7 Inspection or testing by Consultant not to augment or replace Contractor quality control

nor relieve Contractor of contractual responsibility.

3.7 CLEANING


.2 Divert unused concrete materials off site.

.3 Provide appropriate area on job site where concrete trucks and be safely washed.

.4 Divert unused admixtures and additive materials (pigments, fibres, etc.) off site.

.5 Disposal of unused admixtures and additive materials into sewer systems, into lakes,

streams, onto ground or in other location to pose health or environmental hazard is

prohibited.

.6 Prevent admixtures and additive materials from entering drinking water supplies or

streams.



Page 9

.7 Using appropriate safety precautions, collect liquid or solidify liquid with inert,

noncombustible material and remove for disposal.

.8 Dispose of waste in accordance with applicable local, Provincial/Territorial and National

regulations.

END OF SECTION


February 2019 COMMON WORK RESULTS FOR MASONRY

Page 1

SECTION 04 05 00 – COMMON WORK RESULTS FOR MASONRY

Part 1 General


.1 CSA Group

.1 CAN/CSA-A165 Series-14, CSA Standards on Concrete Masonry Units

(Consists of A165.1, A165.2 and A165.3).

.2 CAN/CSA-A179-14, Mortar and Grout for Unit Masonry.

.3 CAN/CSA-A371-14, Masonry Construction for Buildings.

.2 International Masonry Industry All-Weather Council (IMIAC)

.1 Recommended Practices and Guide Specification for Cold Weather Masonry

Construction.


.1 Sequence and schedule with other work in accordance with Section 01 32 16.07 -

Construction Progress Schedules - Bar (GANTT) Chart.



.2 Product Data:


masonry and include product characteristics, performance criteria, physical size,

finish and limitations.

.2 Submit electronic copies of WHMIS MSDS in accordance with Section

01 35 29.06 - Health and Safety Requirements.

.3 Certificates: submit manufacturer's product certificates certifying materials comply with

specified requirements.

.4 Test and Evaluation Reports:

.1 Submit certified test reports in accordance with Section 01 29 83 - Payment

Procedures for Testing Laboratory Services.

.2 Test reports to certify compliance of masonry units and mortar ingredients with

specified performance characteristics and physical properties.

.3 Submit data for masonry units, in addition to requirements set out in referenced

CSA and ASTM Standards, indicating initial rates of absorption.

.5 Installer Instructions: provide manufacturer's installation, storage, handling, safety, and

cleaning instructions.

1.4 CLOSEOUT SUBMITTALS

.1 Submit manufacturer's instructions for care, cleaning and maintenance of masonry units

for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.


COMMON WORK RESULTS FOR MASONRY February 2019

Page 2


.1 Deliver, store and handle materials in accordance with Section 01 61 00 – Common

Product Requirements and as described herein.






.2 Store and protect material packages from nicks, scratches, blemishes, etc.

.3 Keep materials dry until use.

.4 Store under waterproof cover on pallets or plank platforms held off ground by

means of plank or timber skids.



1.6 SITE CONDITIONS

.1 Ambient Conditions: assemble and erect components when temperatures are above 5

degrees C.

.2 Weather Requirements: to CAN/CSA-A371.

.3 Cold weather requirements:

.1 To CAN/CSA-A371 with following requirements.

.1 Maintain temperature of mortar between 5 degrees C and 50 degrees C

until batch is used or becomes stable.

.2 Maintain ambient temperature of masonry work and its constituent

materials between 5 degrees C and 50 degrees C and protect site from

windchill.

.3 Maintain temperature of masonry above 0 degrees C for minimum of 7

days after mortar is installed.

.4 Preheat unheated wall sections in enclosure for minimum 72 hours above

10 degrees C, before applying mortar.

.2 Hot weather requirements:

.1 Protect freshly laid masonry from drying too rapidly, by means of

waterproof, non-staining coverings.

.2 Keep masonry dry using waterproof, non-staining coverings that extend

over walls and down sides sufficient to protect walls from wind driven

rain, until masonry work is completed and protected by flashings or other

permanent construction.

.3 Spray mortar surface at intervals and keep moist for maximum of 3 days after

installation.



Page 3

Part 2 Products

2.1 MATERIALS

.1 Masonry materials are specified elsewhere in related Sections:

.1 Section 04 22 00 – Concrete Unit Masonry

.2 Section 04 05 13 - Masonry Mortar and Grout.

.3 Section 04 05 19 - Masonry Reinforcing.

Part 3 Execution

3.1 INSTALLERS

.1 Experienced and qualified masons who have performed similar work consistently within

the past five (5) years are to carry out erection, assembly and installation of masonry

work.

3.2 EXAMINATION

.1 Examine conditions, substrates and work to receive work of this Section.

.2 Verification of Conditions:

.1 Verify that:

.1 Substrate conditions which have been previously installed under other

sections or contracts, are acceptable for product installation in

accordance with manufacturer's instructions prior to installation of

concrete masonry units. Consultant to review conditions prior to

performing the work.

.2 Site conditions are acceptable and are ready to receive work.

.2 Commencing installation means acceptance of existing substrates.

3.3 PREPARATION

.1 Surface Preparation: prepare surface in accordance with manufacturer's written

recommendations.

.2 Establish and protect lines, levels, and coursing.

.3 Protect adjacent materials from damage and disfiguration.

3.4 INSTALLATION

.1 Do masonry work in accordance with CAN/CSA-A371 except where specified otherwise.

.2 Build masonry plumb, level, and true to line, with vertical joints in alignment, respecting

construction tolerances permitted by CAN/CSA-A371.

.3 Layout coursing and bond to achieve correct coursing heights, and continuity of bond,

with minimum of cutting.


COMMON WORK RESULTS FOR MASONRY February 2019

Page 4

3.5 CONSTRUCTION

.1 Remove chipped, cracked, and otherwise damaged units, in accordance with CAN/CSA-

A165, in masonry and replace with undamaged units.

.2 Jointing:

.1 Allow joints to set just enough to remove excess water, then tool with round

jointer to provide smooth, joints true to line, compressed, uniformly concave

joints where concave joints are indicated.

.3 Cutting:

.1 Make cuts straight, clean, and free from uneven edges.

.4 Support of loads:

.1 Use grout to CAN/CSA-A179 where grout is used instead of solid units.

.2 Install building paper below voids to be filled with grout; keep paper 25 mm back

from faces of units.

3.6 SITE TOLERANCES

.1 Tolerances in notes to CAN/CSA-A371 apply.

3.7 SITE QUALITY CONTROL

.1 Site Tests, Inspection:

.1 Perform site testing in accordance with Section 01 45 00- Quality Control.

.2 Notify inspection agency minimum of 24 hours in advance of requirement for

tests.

3.8 CLEANING



3.9 PROTECTION

.1 Temporary Bracing:

.1 Provide temporary bracing of masonry work during and after erection until

permanent lateral support is in place.

.2 Bracing to be reviewed by Consultant.

.3 Brace masonry walls as necessary to resist wind pressure and lateral forces

during construction.

.2 Moisture Protection:

.1 Keep masonry dry using waterproof, non-staining coverings that extend over

walls and down sides sufficient to protect walls from wind driven rain, until

completed and protected by flashing or other permanent construction.

.2 Cover completed and partially completed work not enclosed or sheltered with

waterproof covering at end of each work day. Anchor securely in position.



Page 5

.3 Air Temperature Protection: protect completed masonry as recommended in Item

1.7 - SITE CONDITIONS.

END OF SECTION


February 2019 MASONRY MORTARING AND GROUTING

Page 1

SECTION 04 05 13 – MASONRY MORTARING AND GROUTING

Part 1 General


.1 CSA Group





.4 CAN/CSA-A3000-13, Cementitious Materials Compendium (Consists of A3001,

A3002, A3003, A3004 and A3005).

.2 International Masonry Industry All-Weather Council (IMIAC)

.1 Recommended Practices and Guide Specifications for Cold Weather Masonry

Construction.



.2 Product Data:


masonry mortar and grout and include product characteristics, performance

criteria, physical size, finish and limitations.


01 35 29.06 - Health and Safety Requirements. Indicate VOC's mortar, grout,

parging, colour additives and admixtures. Expressed as grams per litre (g/L).

.3 Manufacturers' Instructions: submit manufacturer's installation, storage, handling, safety,

and cleaning instructions.


.1 Test Reports: submit certified test reports including sand gradation tests in accordance

with CAN/CSA-A179 showing compliance with specified performance characteristics

and physical properties, and in accordance with Section 04 05 00- Common Work

Results for Masonry.

.2 Certificates: submit product certificates signed by manufacturer certifying materials

comply with specified performance characteristics and criteria and physical requirements.








MASONRY MORTARING AND GROUTING February 2019

Page 2



.2 Store and protect masonry mortar and grout packages from nicks, scratches,

blemishes, etc.



1.5 SITE CONDITIONS

.1 Ambient Conditions: conform to requirements described in Section 04 05 00 – Common

Work Results for Masonry.

Part 2 Products

2.1 MATERIALS

.1 Use same brands of materials and source of aggregate for entire project.

.2 Cement:

.1 Portland Cement: to CAN/CSA-A5, Type GU - General use hydraulic cement

(Type 10).

.1 Use low VOC products in compliance with SCAQMD Rule 1168.

.2 Masonry Cement: to CAN/CSA-A3002 and CAN/CSA-A179, Type S.

.3 Mortar Cement: to CAN/CSA-A3002 and CAN/CSA-A179, Type S.


.4 Packaged Dry Combined Materials for mortar: to CAN/CSA-A179, Type S,

using gray colour cement.

.3 Aggregate: supplied by one supplier.

.1 Fine Aggregate: to CAN/CSA-A179.

.2 Course Aggregate: to CAN/CSA-A179.

.4 Water: clean and potable.

.5 Lime:

.1 Hydrated Lime: to CAN/CSA-A179, Type S.

2.2 MORTAR MIXES

.1 Mortar:

.1 Type S based on property specifications.

2.3 MORTAR MIXING

.1 Use pre-blended, pre-coloured mortar prepackaged under controlled factory conditions.

Ingredients batching limitations to within 1% accuracy.

.2 Mix mortar ingredients in accordance with CAN/CSA-A179 in quantities needed for

immediate use.



Page 3

.3 Maintain sand uniformly damp immediately before mixing process.

.4 Using anti-freeze compounds, including calcium chloride or chloride based compounds,

and admixtures is prohibited.

.5 Use a batch type mixer in accordance with CAN/CSA-A179.

.6 Pointing mortar: prehydrate pointing mortar by mixing ingredients dry, then mix again

adding just enough water to produce damp unworkable mix that will retain its form when

pressed into ball. Allow to stand for not less than 1 hour no more than 2 hours then remix

with sufficient water to produce mortar of proper consistency for pointing.

.7 Re-temper mortar only within two hours of mixing, when water is lost by evaporation.

.8 Use mortar within 2 hours after mixing at temperatures of 32 degrees C, or 2-1/2 hours at

temperatures under 10 degrees C.

2.4 GROUT MIXES

.1 Grout: Minimum compressive strength of 12.5 MPa at 28 days. Maximum aggregate size

and grout slump: CAN/CSA-A179.

2.5 GROUT MIXING

.1 Mix grout ingredients in quantities needed for immediate use in accordance with

CAN/CSA-A179 fine coarse grout.

.2 Use of admixtures is prohibited.

2.6 MIX TESTS

.1 Testing Mortar Mix:

.1 Test mortar to requirements of Section 01 45 00- Quality Control, and in

accordance with CAN/CSA-A179, for mortar based on property specification.

Tests during construction may include:

.1 Compressive strength.

.2 Consistency.

.3 Mortar aggregate ratio.

.4 Sand/cement ratio.

.5 Water content and water/cement ratio.

.6 Air content.

.7 Splitting tensile strength.

.2 Testing Grout Mix:

.1 Test grout to requirements of Section 01 45 00- Quality Control, and in

accordance with CAN/CSA-A179, for grout based on property specification.

Tests during construction may include:

.1 Compressive strength.

.2 Sand/cement ratio.

.3 Water content and water/cement ratio.

.4 Slump.


MASONRY MORTARING AND GROUTING February 2019

Page 4

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: in accordance with Section 04 05 00 – Common Work


3.2 PREPARATION

.1 Preparation in accordance with Section 04 05 00 – Common Work Results for Masonry.

.2 Apply bonding agent to existing surfaces in accordance with manufacturer’s written

instructions.

3.3 CONSTRUCTION

.1 Do masonry mortar and grout work in accordance with CAN/CSA-A179 except where

specified otherwise.

3.4 MIXING

.1 Pointing mortar can be mixed using a regular paddle mixer. Only electric motor mixers

are permissible. Mixers run on hydrocarbons are not permitted, due to fumes.

.2 Clean mixing boards and mechanical mixing machine between batches.

.3 Mortar: weaker than units it is binding.

.4 Contractor to appoint one individual to mix mortar, for duration of project. In event that

this individual is changed, mortar mixing must cease until new individual is trained, and

mortar mix is tested.

3.5 MORTAR PLACEMENT

.1 Install mortar to manufacturer's instructions.

.2 Install mortar to requirements of CAN/CSA-A179.

.3 Remove excess mortar from grout spaces.

3.6 GROUT PLACEMENT

.1 Install grout in accordance with manufacturer's instructions.

.2 Install grout in accordance with CAN/CSA-A179.

.3 Work grout into masonry cores and cavities to eliminate voids.

.4 Installing grout in lifts greater than 400 mm, without consolidating grout by rodding is

prohibited.

.5 Displacing reinforcement while placing grout is prohibited.

3.7 FIELD QUALITY CONTROL

.1 Site Tests, Inspection: in accordance with Section 04 05 00- Common Work Results for

Masonry supplemented as follows:



Page 5

.1 Test and evaluate mortar during construction in accordance with CAN/CSA-

A179. Refer to Item 2.6 – MIX TESTS.

.2 Test and evaluate grout during construction to CAN/CSA-A179; test in

conjunction with masonry unit sections specified. Refer to Item 2.6 – MIX

TESTS.

3.8 CLEANING



.2 Remove droppings and splashings using clean sponge and water.

.3 Clean masonry with low pressure clean water and soft natural bristle brush.



3.9 PROTECTION

.1 Cover completed and partially completed work not enclosed or sheltered with waterproof

covering at end of each work day. Anchor securely in position.

END OF SECTION


February 2019 MASONRY REINFORCING

Page 1

SECTION 04 05 19 – MASONRY REINFORCING

Part 1 General


.1 American Society for Testing and Materials (ASTM)

.1 ASTM A36/A36M-14, Standard Specification for Carbon Structural Steel.

.2 ASTM A167-15, Standard Specification for Stainless and Heat-Resisting

Chromium-Nickel Steel Plate, Sheet, and Strip.

.3 ASTM A307-14, Standard Specification for Carbon Steel Bolts and Studs, 60

000 PSI Tensile Strength.

.4 ASTM A580/A580M-16, Standard Specification for Stainless Steel Wire.

.5 ASTM A641/A641M-(R2014) , Standard Specification for Zinc-Coated

(Galvanized) Carbon Steel Wire.

.6 ASTM A666-15, Standard Specification for Annealed or Cold-Worked

Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

.7 ASTM A1022 16B, Standard Specification for Deformed and Plain Stainless

Steel Wire and Welded Wire for Concrete Reinforcement.

.2 Canadian Standards Association (CSA)

.1 CSA A23.1/A23.2-14 (R2015), Concrete Materials and Methods of Concrete




.4 CSA G30.18-09 (R2014), Carbon Steel Bars for Concrete Reinforcement.

.5 CSA S304-14(R2015), Design of Masonry Structures.

.6 CSA W186-M1990(R2012), Welding of Reinforcing Bars in Reinforced

Concrete Construction.

.3 Reinforcing Steel Institute of Canada (RSIC)

.1 Reinforcing Steel Manual of Standard Practice, 2004.



.2 Mill Tests:

.1 Upon request, provide the Consultant with a certified copy of mill tests of steel

supplied, showing physical and chemical analysis, minimum 2-weeks prior to

commencing reinforcing work.

.3 Product Data:


reinforcing materials and include product characteristics, performance criteria,

physical size, finish and limitations.

.2 Submit electronic copies of WHMIS MSDS in accordance with Section 01 35

29.06 - Health and Safety Requirements.


MASONRY REINFORCING February 2019

Page 2

.4 Manufacturers' Instructions: provide manufacturer's installation, storage, handling,

safety, and cleaning instructions.


.1 Test Reports: submit certified test reports showing compliance with specified

performance characteristics and physical properties, and in accordance with Section

04 05 00- Common Work Results for Masonry.



1.4 SITE MEASUREMENTS

.1 Make site measurements necessary for proper fit of members.









.2 Store and protect reinforcing materials from nicks, scratches, blemishes, etc.



.4 Special care shall be taken when handling epoxy-coated reinforcing steel to prevent

damage to the epoxy-coating. Bundle and transport epoxy-coated reinforcement in

accordance with ASTM A775/A775M-07b. Epoxy-coated reinforcing bars shall not be

dropped or dragged, and shall be lifted with spreaders and non-metallic slings. Bar-to-

bar abrasion and excessive handling of bundles must be prevented.

.5 The contractor shall repair all damages to the epoxy coating using a manufacturer’s

approved epoxy patching materials. If damaged areas rust before being repaired, the rust

shall be completely removed before the steel surfaces are repaired.

.6 Coat cut ends of epoxy coated reinforcing with approved epoxy patching material

Part 2 Products

2.1 MATERIALS

.1 Bar reinforcement: Steel to CAN/CSA-A371 and CSA G30.18, Grade 400 MPa, epoxy-

coated.

.2 Ties: hot dip galvanized steel finish to CAN/CSA-A370 Table 5.2.


February 2019 MASONRY REINFORCING

Page 3

.1 Joint Reinforcement Ties: CSA A371 with corrosion protection to CSA S304 and

CSA A370:

.1 Single Wythe Joint Reinforcement: ladder type:

.1 Cold drawn steel wire.

.2 Stainless steel conforming to ASTM A580, Type 304, 4.8 mm

side rods

.2 Multiple Wythe Joint Reinforcement: ladder type: without moisture

drip; non-adjustable:

.1 Cold drawn steel wire.

.2 Stainless steel conforming to ASTM A580 Type 304, 4.8 mm

side rods

2.2 FABRICATION

.1 Fabricate reinforcing in accordance with CSA A23.1/A23.2.

.2 Obtain Consultant's approval for locations of reinforcement splices other than shown on

placing drawings.

.3 Upon approval of Consultant, weld reinforcement in accordance with CSA W186.

.4 Ship reinforcement clearly identified in accordance with the Drawings.

.5 Fabrication, handling and shipping of epoxy-coated steel shall conform with MTO Form

905. and CSA-S413-07.


.1 With each batch of coating material, provide a written certification properly identifying

batch number, material, quantity represented, date of manufacture, name and address of

manufacturer and a statement that supplied coating material is the same composition as

that pre-qualified. A batch is defined as quality of coating material designated by the

manufacturer in his production quality control program.

Part 3 Execution

3.1 EXAMINATION



3.2 PREPARATION


.2 Direct and coordinate placement of reinforcing prior to commencement of masonry

installation.

3.3 INSTALLATION

.1 Supply and install masonry reinforcement in accordance with CAN/CSA-A370,

CAN/CSA-A371, CSA A23.1/A23.2 and CSA S304.1 unless indicated otherwise.


MASONRY REINFORCING February 2019

Page 4

.2 Prior to placing new masonry and grout, obtain Consultant’s approval of placement of

reinforcement.

3.4 GROUTING

.1 Grout masonry in accordance with CSA S304.1, CAN/CSA-A371 and CAN/CSA-A179

and as indicated on the Drawings and described in Section 04 05 13 – Masonry Mortaring

and Grouting.

3.5 MOVEMENT JOINTS

.1 Reinforcement not continuous across movement joints unless otherwise indicated.

3.6 FIELD BENDING

.1 Do not field bend reinforcement except where indicated or authorized by Consultant.

.2 When field bending authorized, bend without heat, applying slow and steady pressure.

.3 Replace bars and connectors with cracks or splits.

3.7 FIELD TOUCH-UP

.1 Touch up damaged and cut ends of epoxy coated or galvanized reinforcement steel with

compatible finish to provide continuous coating.

3.8 CLEANING





END OF SECTION


February 2019 CONCRETE UNIT MASONRY

Page 1

SECTION 04 22 00 – CONCRETE UNIT MASONRY

Part 1 General


.1 CSA Group

.1 CAN/CSA-A165 Series-04(R2009), CSA Standards on Concrete Masonry Units

[consists: A165.1, A165.2, A165.3].

.2 CAN/CSA-A371-04(R2009), Masonry Construction for Buildings.

.3 CSA S304.1-04(R2010), Design of Masonry Structures.

.2 National Research Council Canada (NRC)

.1 National Building Code of Canada 2015 (NBC).

.3 Underwriters Laboratories of Canada (ULC)

.1 CAN/ULC-S101-07(R2010), Standard Methods of Fire Endurance Tests of

Building Construction and Materials.



.2 Product Data:


concrete masonry units and include product characteristics, performance criteria,



.1 Test Reports: submit certified test reports including sand gradation tests in accordance

with CAN/CSA-A179 showing compliance with specified performance characteristics

and physical properties, and in accordance with Section 04 05 00 - Common Work









.1 Offload concrete masonry unit packages using equipment that will not damage

the surfaces.

.2 Do not use brick tongs to move or handle masonry.



CONCRETE UNIT MASONRY February 2019

Page 2



.2 Do not double stack cubes of concrete unit masonry.

.3 Cover masonry units with non-staining waterproof membrane covering.

.4 Allow air circulation around units.

.5 Installation of wet or stained masonry units is prohibited.

.6 Keep concrete unit masonry in individual cardboard packaging provided by

manufacturer until units are ready to be installed.

.7 Store and protect concrete unit masonry from nicks, scratches, blemishes, etc.



Part 2 Products

2.1 MATERIALS

.1 Standard concrete block units: to CAN/CSA-A165 Series (CAN/CSA-A165.1).

.1 Classification: H/15/C/O

.2 Dimensions (Nominal): 250 mm wide x 250 mm high x 400 mm long.

.3 Special shapes: provide square or bull-nosed units for ends of wall. Provide

additional special shapes as required.

2.2 REINFORCEMENT

.1 Reinforcement in accordance with Section 04 05 19 - Masonry Reinforcing.

2.3 MORTAR MIXES

.1 Mortar and mortar mixes in accordance with Section 04 05 13 - Masonry Mortar and

Grouting.

2.4 GROUT MIXES

.1 Grout and grout mixes in accordance with Section 04 05 13 - Masonry Mortar and

Grouting.

2.5 CLEANING COMPOUNDS


.2 Compatible with substrate and acceptable to masonry manufacturer for use on products.

.3 Cleaning compounds compatible with concrete unit masonry and in accordance with

manufacturer's written recommendations and instructions.

2.6 TOLERANCES

.1 Tolerances for standard concrete unit masonry tolerances in accordance with CAN/CSA-

A165.1, supplemented as follows:

.1 Maximum variation between units within specific job lot not to exceed 2 mm.


February 2019 CONCRETE UNIT MASONRY

Page 3

.2 No parallel edge length, width or height dimension for individual unit to differ by

more than 2 mm.

.3 Out of square tolerance not to exceed 2 mm.

Part 3 Execution

3.1 EXAMINATION



3.2 PREPARATION


3.3 INSTALLATION

.1 Concrete block units:

.1 Bond: running.

.2 Coursing height: 200 mm for one block and one joint.

.3 Jointing: concave.

.2 Special Shapes:

.1 Install special units at ends of walls without cut ends being exposed and without

losing bond or module.

.3 Conform to all other related requirements described in Section 04 05 00 – Common Work


3.4 REINFORCEMENT

.1 Install reinforcing in accordance with Section 04 05 19 - Masonry Reinforcing.

3.5 MORTAR PLACEMENT

.1 Place mortar in accordance with Section 04 05 13 - Masonry Mortar and Grouting.

3.6 GROUT PLACEMENT

.1 Place grout in accordance with Section 04 05 13 - Masonry Mortar and Grouting.

3.7 CONSTRUCTION

.1 Cull out masonry units, in accordance with CAN/CSA-A165 and reviewed range of

colour samples, with chips, cracks, broken corners, excessive colour and texture

variation.

.2 Build in miscellaneous items such as reinforcing, inserts, sleeves, etc.

.3 Construct masonry walls using running bond unless otherwise noted.

.4 Install movement joints and keep free of mortar where indicated.


CONCRETE UNIT MASONRY February 2019

Page 4

.5 Hollow Units: spread mortar setting bed from outside edge of face shells. Gauge amount

of mortar on top and end of unit to create full joints, equivalent to shell thickness. Avoid

excess mortar.

.6 Ensure compacted head joints. Use full or face-shell joint as indicated.

.7 Tamp units firmly into place.

.8 Do not adjust masonry units after mortar has set. Where resetting of masonry is required,

remove, clean and reset units in new mortar.

.9 Tool exposed joints concave, strike concealed joints flush.

.10 After mortar has achieved initial set up, tool joints.

.11 Do not interrupt bond below or above openings.

3.8 REPAIR/RESTORATION

.1 Upon completion of masonry, fill holes and cracks, remove loose mortar and repair

defective work.

3.9 CLEANING



.2 Standard Concrete Unit Masonry:

.1 Allow mortar droppings on masonry to partially dry then remove by

means of trowel, followed by rubbing lightly with small piece of block.

Clean wall surface with suitable brush or burlap.



3.10 PROTECTION

.1 Brace and protect concrete unit masonry wall until mortar and grout is fully cured in

accordance with Section 04 05 00- Common Work Results for Masonry.

END OF SECTION


February 2019 STRUCTURAL STEEL FOR BUILDINGS

Page 1

SECTION 05 12 23 – STRUCTURAL STEEL

Part 1 General


.1 ASTM International Inc.

.1 ASTM A36/A36M-08, Standard Specification for Carbon Structural Steel.

.2 ASTM A193/A193M-08, Standard Specification for Alloy-Steel and Stainless

Steel Bolting Materials for High-Temperature or High-Pressure Service and

Other Special Purpose Applications.

.3 ASTM A307-07b, Standard Specification for Carbon Steel Bolts and Studs,

60,000 PSI Tensile Strength.

.4 ASTM A325-07a, Standard Specification for Structural Bolts, Steel, Heat

Treated, 120/105 ksi Minimum Tensile Strength.

.5 ASTM A325M-08, Standard Specification for Structural Bolts, Steel, Heat

Treated 830 MPa Minimum Tensile Strength Metric.

.6 ASTM A490M-04ae, Standard Specification for High-Strength Steel Structural

Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints Metric.


.1 CAN/CGSB-85.10-99, Protective Coatings for Metals.

.3 Canadian Institute of Steel Construction (CISC)/Canadian Paint Manufacturers

Association (CPMA).

.1 Handbook of the Canadian Institute of Steel Construction.

.2 CISC/CPMA Standard 2-75, Quick-Drying Primer for use on Structural Steel.

.4 CSA Group (CSA)

.1 CSA G40.20/G40.21-04, General Requirements for Rolled or Welded Structural

Quality Steel/Structural Quality Steel.

.2 CAN/CSA-G164-M92(R2003), Hot Dip Galvanizing of Irregularly Shaped

Articles.

.3 CAN/CSA-S16-01(R2007), Limit States Design of Steel Structures.

.4 CAN/CSA-S136-07, North American Specifications for the Design of Cold

Formed Steel Structural Members.

.5 CSA W47.1-03, Certification of Companies for Fusion Welding of Steel.

.6 CSA W48-06, Filler Metals and Allied Materials for Metal Arc Welding.

.7 CSA W55.3-1965(R2003), Resistance Welding Qualification Code for

Fabricators of Structural Members Used in Buildings.

.8 CSA W59-03, Welded Steel Construction (Metal Arc Welding).

.5 Master Painters Institute

.1 MPI-INT 5.1-08, Structural Steel and Metal Fabrications.

.2 MPI-EXT 5.1-08, Structural Steel and Metal Fabrications.


STRUCTURAL STEEL FOR BUILDINGS February 2019

Page 2

.6 The Society for Protective Coatings (SSPC) and National Association of Corrosion

Engineers (NACE) International

.1 NACE No. 3/SSPC SP-6-06, Commercial Blast Cleaning.



.2 Shop Drawings:

.1 Submit drawings stamped and signed by professional engineer registered or

licensed in Ontario, Canada.

.3 Erection drawings:

.1 Submit erection drawings indicating details and information necessary for

assembly and erection purposes including:

.1 Description of methods.

.2 Sequence of erection.

.3 Type of equipment used in erection.

.4 Temporary bracings.

.4 Fabrication drawings:

.1 Submit fabrication drawings showing designed assemblies, components and

connections are stamped and signed by qualified professional engineer licensed

in the Ontario, Canada.

.5 Source Quality Control Submittals:

.1 Submit prior to mobilization:

.1 Mill test reports to show chemical and physical properties and other

details of steel to be incorporated in project.

.2 Provide mill test reports certified by metallurgists qualified to practise in

Ontario.

.6 Fabricator Reports:

.1 Provide structural steel fabricator's affidavit stating that materials and products

used in fabrication conform to applicable material and products standards

specified and indicated.


.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common


.2 Deliver materials in manufacturer's original, undamaged containers with identification

labels intact.

.3 Replace defective or damaged materials with new at no extra cost to the Departmental

Representative.


February 2019 STRUCTURAL STEEL FOR BUILDINGS

Page 3

Part 2 Products

2.1 DESIGN REQUIREMENTS

.1 Design details and connections in accordance with requirements of CAN/CSA-S136 and

CAN/CSA-S16 to resist forces, moments, shears and allow for movements indicated.

.2 Shear connections:

.1 Select framed beam shear connections from an industry accepted publication

such as "Handbook of the Canadian Institute of Steel Construction" when

connection for shear only (standard connection) is required.

.2 Select or design connections to support reaction from maximum uniformly

distributed load that can be safely supported by beam in bending, provided no

point loads act on beam, when shears are not indicated.

.3 For composite construction select or design minimum end connection to resist reaction

resulting from factored movement resistance as tabulated in the "Handbook of the

Canadian Institute of Steel Construction" assuming 100% shear connection with depth of

steel deck and/or slab shown on drawings.

.4 Submit sketches and design calculations stamped and signed by qualified professional

engineer licensed in Ontario, Canada for non-standard connections.

2.2 MATERIALS

.1 Structural steel: to CAN/CSA-S136 and CSA-G40.20/G40.21. Grade 350W.

.2 Anchor bolts: to CSA-G40.20/G40.21, Grade 300W.

.3 High strength anchor bolts: to ASTM A193/A193M, Grade 300W.

.4 Bolts, nuts and washers: to ASTM A325.

.5 Welding materials: to CSA W48 Series and CSA W59, and certified by Canadian

Welding Bureau.

.6 Hot dip galvanizing: galvanize steel, where indicated, to CAN/CSA-G164, minimum

zinc coating of 600 g/m

2.3 FABRICATION

.1 Fabricate structural steel in accordance with CAN/CSA-S16 and CAN/CSA-S136, and in

accordance with reviewed shop drawings.

Part 3 Execution

3.1 APPLICATION

.1 Manufacturer's Instructions: comply with manufacturer's written recommendations,

including product technical bulletins, handling, storage and installation instructions, and

datasheets.


STRUCTURAL STEEL FOR BUILDINGS February 2019

Page 4

3.2 GENERAL

.1 Structural steel work: in accordance with CAN/CSA-S136 and CAN/CSA-S16, and in

accordance with reviewed shop drawings.

.2 Welding: in accordance with CSA W59.

.3 Companies to be certified under Division 1 or 2.1 of CSA W47.1 for fusion welding of

steel structures and/or CSA W55.3 for resistance welding of structural components.

3.3 CONNECTION TO EXISTING WORK

.1 Verify dimensions and condition of existing work, report discrepancies and potential

problem areas to Consultant and shop drawing engineer for direction before commencing

fabrication.

3.4 MARKING

.1 Mark materials in accordance with CSA G40.20/G40.21. Do not use die stamping. Place

marking at locations not visible from exterior after erection.

3.5 ERECTION

.1 Erect structural steel, as indicated and in accordance with CAN/CSA-S16, CAN/CSA-

S136, and reviewed erection drawings.

.2 Field cutting or altering structural members: to approval of shop drawing engineer and

Consultant.

.3 Clean with mechanical brush and touch up bolts, rivets, welds and burned or scratched

surfaces at completion of erection with zinc-rich primer.

.4 Continuously seal members by continuous welds where indicated. Grind smooth.

3.6 CLEANING


END OF SECTION


February 2019 STEEL DECKING

Page 1

SECTION 05 31 00 – STEEL DECKING

Part 1 General



.1 ASTM A653/A653M-15e1, Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM A780-01 Standard Practice for Repair of Damaged and Uncoated Areas

of Hot Dip Galvanized Coatings.

.3 ASTM A792/A792M-10(2015), Standard Specification for Steel Sheet, 55%

Aluminum-Zinc Alloy-Coated by the Hot-Dip Process.

.2 Canadian Sheet Steel Building Institute (CSSBI)

.1 CSSBI 10M-13, Standard for Steel Roof Deck.

.3 CSA Group

.1 CSA S16-14, Design of Steel Structures.

.2 CSA S136-12, North American Specification for the Design of Cold Formed

Steel Structural Members including Update No. 1 (2014), Update No. 2. (2014),

Update No. 3 (2015).

.3 CSA W47.1-09, Certification of Companies for Fusion Welding of Steel

Structures.

.4 CSA W55.3-09(R2014), Certification of Companies for Resistance Welding of

Steel and Aluminum.

.5 CSA W59-13, Welded Steel Construction, (Metal Arc Welding) including

Update No. 1 (2014), Update No. 3 (2015), Update No. 4 (2015).

.4 Green Seal Environmental Standards (GS)

.1 GS-11-Edition 3.2 (2015), Paints and Coatings.

1.2 DESIGN REQUIREMENTS

.1 Design roof steel deck to CSA S16, CSA S136 and CSSBI 10M.

.2 Steel deck and connections to steel framing to carry dead, live and other loads including

lateral loads, diaphragm action, composite deck action, and uplift as indicated.

.3 Deflection under specified live load maximum 1/240 of span.

.4 Where vibration effects controlled as indicated, dynamic characteristics of decking

system designed in accordance with CSA S16.



.2 Product Data:


STEEL DECKING February 2019

Page 2


steel decking and include product characteristics, performance criteria, physical

size, finish and limitations.

.2 Submit electronic copies of WHMIS MSDS in accordance with Section 01 35

29.06 - Health and Safety Requirements.

.3 Shop Drawings:


licensed in Ontario, Canada to Consultant for review prior to fabrication.

.2 Submit design calculations if requested by Consultant.

.3 Indicate deck plan, profile, dimensions, base steel thickness, metallic coating

designation, connections to supports and spacings, projections, openings,

reinforcement details and accessories.


.1 Retain professional engineer registered or licensed in Ontario, Canada, with experience in

steel deck Work of comparable complexity and scope, to perform following services as

part of Work of this Section:

.1 Structural design of steel deck.

.2 Review, stamp, and sign Shop and erection Drawings, design calculations, and

revisions required.

.3 Conduct on-site inspections and prepare and submit inspection reports verifying

this part of Work in accordance with Contract Documents and reviewed Shop

Drawings.

.4 Monitor supplier's and fabricator's quality control tests and reports.









.2 Store and protect decking from nicks, scratches, blemishes, damages, etc.



Part 2 Products

2.1 MATERIALS

.1 Zinc (Z) coated steel sheet: to ASTM A653/A653M structural quality Grade A, with

Z275 coating, regular spangle surface, chemically treated for unpainted finish, for

exterior surfaces exposed to weather, with interlocking male and female side laps.


February 2019 STEEL DECKING

Page 3

.2 Closures: in accordance with manufacturer's recommendations.

.3 Cover plates, cell closures and flashings: steel sheet with minimum base steel thickness

of 0.76 mm minimum. Metallic coating same as deck material.

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify conditions of substrates previously installed under

other Sections or Contracts acceptable for steel decking installation in accordance with

manufacturer's written instructions.

.1 Visually inspect substrate in presence of Consultant.

.2 Inform Consultant of unacceptable conditions immediately upon discovery.

.3 Proceed with installation after unacceptable conditions are remedied and

remediation has been reviewed by the Consultant.

3.2 PREPARATION

.1 Locate bundles of deck materials to prevent overloading of supporting members.

.2 Install temporary shoring before placing deck panels, if required to meet deflection

limitations.

3.3 ERECTION

.1 Structural steel work: in accordance with the more stringent requirements of CSSBI

12M, CSSBI 10M, and CSA S136.

.2 Welding: in accordance with CSA W59, except where specified otherwise.

.3 Companies to be certified under Division 1 or 2.1 of CSA W47.1 for fusion welding of

steel or CSA W55.3 for resistance welding.

.4 Erect steel deck as indicated and in accordance with the more stringent requirements of

CSA S136, CSSBI 10M, and CSSBI 12M, and in accordance with reviewed shop and

erection drawings.

.5 Lap ends: to 50 mm minimum.

.6 Weld and test stud shear connectors through steel deck to steel joists/beams below in

accordance with CSA W59.

.7 Immediately after deck is permanently secured in place, touch up metallic coated top

surface with compatible primer where burned by welding.

.8 Closures: Install closures in accordance with approved details.

.9 Openings and Areas of Concentrated Loads

.1 No reinforcement required for openings cut in deck maximum 150 mm square.

.2 Frame deck openings with dimension between 150 to 400 mm shall be reinforced

by this trade, using 75 mm x 75 mm x 5.0 mm x 1200 mm (48") steel angles

welded to the flutes on either side of those cut.


STEEL DECKING February 2019

Page 4

.10 Connections: Install connections in accordance with CSSBI recommendations as

indicated.

3.4 FIELD TOUCH-UP PAINTING

.1 Upon erection completion, mechanically brush clean bolts, rivets, welds, and burned or

scratched surfaces.

.2 For galvanized steel surface with damage and without shop coat, repair with field touch

up primer.

3.5 CLEANING





3.6 PROTECTION

.1 Protect installed products and components from damage during construction.

.2 Repair damage to adjacent materials caused by steel decking installation.

END OF SECTION


February 2019 METAL FABRICATIONS

Page 1

SECTION 05 50 00 – METAL FABRICATIONS

Part 1 General



.1 ASTM A 53/A 53M-12, Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated Welded and Seamless.

.2 ASTM A269M-15a, Standard Specification for Seamless and Welded Austenitic

Stainless Steel Tubing for General Service.

.3 ASTM A307-14, Standard Specification for Carbon Steel Bolts and Studs,

60,000 PSI Tensile Strength.

.2 CSA Group

.1 CSA G40.20-13 /G40.21-13, General Requirements for Rolled or Welded

Structural Quality Steel/Structural Quality Steel.

.2 CAN/CSA G164-M92(R2003), Hot Dip Galvanizing of Irregularly Shaped

Articles.

.3 CSA S16-14, Design of Steel Structures.

.4 CSA W48-14, Filler Metals and Allied Materials for Metal Arc Welding

(Developed in co-operation with the Canadian Welding Bureau).

.5 CSA W59-13, Welded Steel Construction (Metal Arc Welding) [Metric] .

.3 Green Seal Environmental Standards (GS)

.1 GS-11-2011, Paints and Coatings.

.4 The Master Painters Institute (MPI)

.1 Architectural Painting Specification Manual - current edition.

.5 ULC Standards

.1 UL 2768-2011] Architectural Surface Coatings.

.2 UL 2760-2011, Surface Coatings - Recycled Water-borne.



.2 Product Data:


all components and include product characteristics, performance criteria, physical

size, finish and limitations.



.1 For finishes, coatings, primers, and paints applied on site: indicate VOC

concentration in g/L.

.3 Shop Drawings:


METAL FABRICATIONS February 2019

Page 2



.2 Indicate materials, core thicknesses, finishes, connections, joints, method of

anchorage, number of anchors, welds, supports, reinforcement, details, and

accessories.



performance characteristics and physical properties.

.2 Certifications: submit product certificates signed by manufacturer certifying materials












Part 2 Products

2.1 MATERIALS

.1 Steel sections and plates: to CSA G40.20/G40.21, Grade 350W.

.2 Welding materials: to CSA W59.

.3 Welding electrodes: to CSA W48 Series.

.4 Bolts and anchor bolts: to ASTM A307.

.5 Grout: non-shrink, non-metallic, flowable, 15 MPa at 24 hours.

2.2 FABRICATION

.1 Fabricate work square, true, straight and accurate to required size, with joints closely

fitted and properly secured.

.2 Use self-tapping shake-proof flat headed screws on items requiring assembly by screws

or as indicated.

.3 Where possible, fit and shop assemble work, ready for erection.

.4 Exposed welds continuous for length of each joint. File or grind exposed welds smooth

and flush.


February 2019 METAL FABRICATIONS

Page 3

2.3 FINISHES

.1 Galvanizing: hot dipped galvanizing with zinc coating 600 g/m2to CAN/CSA-G164.

.2 Zinc primer: zinc rich, ready mix to MPI-EXT 5.2C in accordance with the more

stringent chemical component limits and restrictions requirements and VOC limits of

CCD-048, CCD-047a, and GS-11.

.3 Shop coat primer: in accordance with the more stringent chemical component limits and

restrictions requirements and VOC limits of UL 2760, UL 2768, and GS-11. MPI-EXT

5.1B, MPI-EXT 5.1A.

2.4 SHOP PAINTING

.1 Primer: VOC limit 250 g/L maximum to more stringent requirements of UL 2768, GS-

11, and UL 2760.

.2 Apply one shop coat of primer to metal items as indicated.

.3 Use primer unadulterated, as prepared by manufacturer. Paint on dry surfaces, free from

rust, scale, grease. Paint when temperature minimum 7 degrees C.

.4 Clean surfaces to be field welded; do not paint.

2.5 BOLLARDS

.1 HSS members and plates: as indicated on the Drawings.

.2 Finish: HSS members and plates are to be galvanized, shop primed and painted per 2.3 –

FINISHES.

2.6 SLAB RECESS FRAMES AND GRATING

.1 Frame: steel angles with anchors at 1200 mm on centre for embedding in concrete. Weld

components together to form continuous frame, sizes as indicated.

.2 Grating: 25 mm thick, heavy-duty, heel-proof grating capable of supporting loads

imposed by gas cylinders, as indicated on the Drawings.

.3 Finish: frame and grating are to be galvanized per 2.3 - FINISHES.

.4 Contractor to submit shop drawings to Consultant for review prior to fabrication of

components.

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify site conditions and measurements prior to fabrication

and shop drawing submission.

.1 Proceed with fabrication and installation only after shop drawings have been

reviewed by Consultant.

3.2 ERECTION - GENERAL

.1 Do welding work in accordance with CSA W59 unless specified otherwise.


METAL FABRICATIONS February 2019

Page 4

.2 Erect metalwork square, plumb, straight, and true, accurately fitted, with tight joints and

intersections.

.3 Provide suitable means of anchorage, as indicated on the Drawings.

.4 Exposed fastening devices to match finish and be compatible with material through

which they pass.

.5 Supply components for work by other trades in accordance with shop drawings and

schedule.

.6 Make field connections with bolts to CSA S16 or fully weld field connections.

.7 Deliver items over for casting into concrete together with setting templates to appropriate

location and construction personnel.

.8 Touch-up rivets, field welds, bolts and burnt or scratched surfaces with primer.

.1 Primer: per 2.3 – FINISHES.

.9 Touch-up galvanized surfaces with zinc rich primer.

.1 Primer: per 2.3 – FINISHES.

3.3 BOLLARDS

.1 Install bollards in locations as indicated on the Drawings.

3.4 SLAB RECESS FRAMES AND GRATING

.1 Install slab recess frames and grating in locations as indicated on the Drawings.

3.5 CLEANING





3.6 PROTECTION


.2 Repair damage to adjacent materials caused by metal fabrications installation.

END OF SECTION


February 2019 SHEET METAL ROOFING

Page 1

SECTION 07 61 00 – SHEET METAL ROOFING

Part 1 General



.1 ASTM A167-99(2009), Standard Specification for Stainless and Heat-Resisting


.2 ASTM A240/A240M-11a, Standard Specification for Chromium and Chromium-

Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General

Applications.

.3 ASTM A653/A653M-10, Standard Specification for Steel Sheet, Zinc-Coated


.4 ASTM A792/A792M-10, Standard Specification for Steel Sheet, 55%

Aluminum-Zinc Alloy-Coated by the Hot Dip Process.

.5 ASTM B32-08, Standard Specification for Solder Metal.

.6 ASTM D523-89(2008), Standard Test Method for Specular Gloss.

.7 ASTM D822-01(R2006), Standard Practice for Filtered Open-Flame Carbon-Arc

Exposures of Paint and Related Coatings.


.1 CAN/CGSB-37.5-M89, Cutback Asphalt Plastic Cement.

.2 CAN/CGSB-37.29-M89, Rubber-Asphalt Sealing Compound.

.3 CAN/CGSB-51.32-M77, Sheathing, Membrane, Breather Type.

.4 CAN/CGSB-93.1-M85, Sheet Aluminum Alloy, Prefinished, Residential.

.3 CSA Group (CSA)

.1 CSA A123.3-05(2010), Asphalt Saturated Organic Roofing Felt.

.4 National Building Code of Canada 2015 (NBC).

.1 CCMC- Registry of Product Evaluations.



.2 Product Data:


sheet metal roofing and include product characteristics, performance criteria,


.2 Proof of manufacturer's CCMC listing and listing number.


01 35 29.06- Health and Safety Requirements.

.3 Shop Drawings:


licensed in Ontario, Canada to Consultant for review prior to fabrication.


SHEET METAL ROOFING February 2019

Page 2

.4 Samples:

.1 Submit 300 x 300 mm samples of sheet metal material.









.2 Store and protect sheet metal roofing from nicks, scratches, blemishes, damage,

etc.



Part 2 Products

2.1 SHEET METAL MATERIALS

.1 Plain stainless steel sheet: 14 gauge, to ASTM A167 and ASTM A240/A240M, Type

302 or 304.

2.2 ACCESSORIES

.1 Isolation coating: alkali resistant bituminous paint.

.2 Plastic cement: to CAN/CGSB-37.5.

.3 Underlay: dry sheathing to CAN/CGSB-51.32.

.4 Slip sheet: reinforced sisal paper or a heavy felt kraft paper.

.5 Sealant: Asbestos-free sealant, compatible with systems materials, recommended by

system manufacturer. Submit product data to Consultant for review prior to installation.

.6 Rubber-asphalt sealing compound: to CAN/CGSB-37.29.

.7 Cleats: of same material, and temper as sheet metal: 50 mm minimum wide.

.1 Thickness same as sheet metal being secured.

.8 Fasteners: concealed.

.9 Washers: of same material as sheet metal, 1 mm thick with rubber packings.

.10 Solder: to ASTM B32.

.11 Flux: rosin, cut muriatic acid, or commercial preparation suitable for materials to be

soldered.

.12 Touch-up paint: as recommended by sheet metal roofing manufacturer.


February 2019 SHEET METAL ROOFING

Page 3

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify that conditions of substrate previously installed under

other Sections or Contracts are acceptable for sheet metal roofing installation in

accordance with manufacturer's written instructions.

.1 Visually review substrate in presence of Consultant..




3.2 INSTALLATION

.1 Use concealed fastenings.

.2 Include underlay under sheet metal roofing.

.1 Secure in place and lap joints 100 mm minimum.

.3 Apply slip sheet over asphalt felt underlay to prevent bonding between sheet metal and

felt.

.1 Secure with anchorage and lap joints 50 mm minimum in direction of waterflow.

.4 Install sheet metal roof panels using cleats spaced per manufacturer’s written direction.

Submit to Consultant prior to installation.

.5 Secure cleats with 2 fasteners each and cover with cleat tabs.

.6 Stagger transverse seams in adjacent panels, unless otherwise stipulated during the course

of the work.

.7 Form seams in direction of water-flow and make watertight.

.8 Perform soldering with well heated coppers, heat seam thoroughly and sweat solder

through its full width.

.9 Clean and flux metals before soldering.

.10 Follow sheet metal manufacturer's recommendations for soldering procedures.

.11 As work progresses, neutralize excess flux with 5% to 10% washing soda solution, and

thoroughly rinse. Leave work clean and free of stains.

3.3 STANDING SEAM ROOFING

.1 Use 14 gauge stainless steel sheets.

.2 Fold lower end of each pan under 20 mm.

.1 Slit fold 25 mm away from corner to form tab where pan turns up to make

standing seam.

.2 Fold upper end of each pan over 50 mm.

.3 Hook 20 mm fold on lower end of upper pan into 50 mm fold on upper end of

underlying pan.


SHEET METAL ROOFING February 2019

Page 4

.3 Apply sheet metal roofing beginning at roof perimeter. Downturn sheet metal over

perimeter of steel decking to cover openings in steel decking.

.4 Finish standing seams 25 mm high on flat surfaces. Bend up one side edge 40 mm and

other 45 mm.

.1 Make first fold 6 mm wide single fold and second fold 12 mm wide, providing

locked portion of standing seam with 5 plies in thickness.

.2 Fold lower ends of seams at eaves over at 45 degrees angle.

.3 Terminate standing seams at ridge and hips by turning down in tapered fold.

3.4 CLEANING





3.5 PROTECTION


.2 Repair damage to adjacent materials caused by sheet metal roofing installation.

END OF SECTION


February 2019 LOUVRES AND VENTS

Page 1

SECTION 08 90 00 - LOUVRES

Part 1 General


.1 The Aluminum Association Inc. (AAI)

.1 AAI DAF-45-2003, Designation System for Aluminum Finishes - 9th Edition.

.2 Air Movement and Control Association International (AMCA)

.1 AMCA 500-D-98, Laboratory Methods of Testing Dampers for Rating.

.2 AMCA 500-L-99, Laboratory Methods of Testing Louvers for Rating.

.3 AMCA 501-03, Application Manual for Air Louvers.

.4 AMCA 511-99(R2004), Certified Ratings Program for Air Control Devices.

.3 American National Standards Institute (ANSI)

.1 ANSI H35.1/H35.1M-06, Alloy and Temper Designation Systems for

Aluminum.

.4 American Society for Testing and Materials International (ASTM)

.1 ASTM A167-99(2004), Standard Specification for Stainless and Heat-Resisting


.2 ASTM A653/A653 M-05a, Standard Specification for Steel Sheet, Zinc-Coated


.3 ASTM A1008/A1008M-05b, Standard Specification for Steel, Sheet, Cold-

Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy

with Improved Formability, Solution Hardened and Bake Hardenable.

.4 ASTM B32-04, Standard Specification for Solder Metal.

.5 ASTM B209-04, Standard Specification for Aluminum and Aluminum-Alloy

Sheet and Plate.

.6 ASTM B221-05a, Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes.

.7 ASTM B370-03, Standard Specification for Copper Sheet and Strip for Building

Construction.

.8 ASTM D523-89(1999), Standard Test Method for Specular Gloss.

.9 ASTM D822-01, Standard Practice for Filtered Open-Flame Carbon-Arc

Exposure of Paint and Related Coatings.


.1 CAN/CGSB-1.213-2004, Etch Primer (Pretreatment Coating of Tie Coat) for

Steel and Aluminum.

.2 CAN2-93.1-M85, Sheet Aluminum Alloy, Prefinished, Residential.



.2 Product Data:


LOUVRES AND VENTS February 2019

Page 2

.1 Submit manufacturer's printed product literature, specifications and datasheet and

include product characteristics, performance criteria, physical size, finish and

limitations.

.2 Submit WHMIS MSDS - Material Safety Data Sheets in accordance with Section

01 35 29.06 – Health and Safety Requirements.

.3 Shop Drawings:



.2 Indicate fabrication and erection details, including anchorage, accessories, and

finishes.

.4 Samples:

.1 Submit duplicate samples of louvre showing colour and finish.

.2 Show frame detail, screening and finish.

.3 Where colour is not indicated, submit manufacturer's standard colours to

Consultant and Departmental Representative for review and selection.

.5 Quality Assurance Submittals: submit following in accordance with Section 01 45 00 -

Quality Control.

.1 Instructions: submit manufacturer's installation instructions and special handling

criteria, installation sequence, cleaning procedures, etc.

.6 Closeout Submittals:

.1 Provide operation and maintenance data for louvres for incorporation into manual

specified in Section 01 78 00 - Closeout Submittals.


.1 Packing, shipping, handling and unloading:

.1 Deliver, store and handle in accordance with Section 01 61 00 - Common


.2 Deliver, store and handle materials in accordance with manufacturer's written

instructions.

.3 Deliver materials to the site in undamaged condition.

.2 Storage and Protection:



.2 Protect louvres from nicks, scratches, blemishes, damages, etc.




February 2019 LOUVRES AND VENTS

Page 3

Part 2 Products

2.1 MATERIALS

.1 Weather resistant louvres, with bird screens, made to withstand wind loads defined in the

National Building Code of Canada 2015.

.2 Wall louvers: complete with AMCA certified ratings program seal for air performance

and water penetration in accordance with the more stringent requirements of AMCA 511,

AMCA 500-L, and AMCA 500-D.

.3 Ratings to indicate water penetration of 0.06 kilograms or less per square metre of free

area at free velocity of 244 meters per minute.

.4 Extruded Aluminum: to ASTM B221 alloy 6063- T5.

.5 Solder: to manufacturer’s instructions.

.6 Flux: suitable for materials to be soldered.

.7 Nails and fasteners: same material as fabricated items.

.8 Gaskets: vinyl.

.9 Screens:

.1 Birdscreens: intercrimped galvanized 19 gauge steel wire cloth with 13 mm by

13 mm openings secured to the interior side of the louvres. Contractor to indicate

fastening methods on submitted shop drawings.

.10 Door louvres:

.1 Construct door louvres from extruded aluminum.

.1 Minimum free area of 35%.

.2 Provide fasteners to suit louvre material.

.2 Use standard blades.

.3 Provide separate adjustable trim member for clamping louvre in opening.

.4 Miter frame and trim members at corners and secure rigidly with corner brackets.

.5 Secure interior frame with countersunk tamperproof screws.

.11 Louvred enclosure:

.1 Construct louvres from extruded aluminum stormproof blades of minimum 3 mm

thickness, 102 mm deep.

.2 Continuously Heliarc weld at corners sills, blades and head members: support by

structural aluminum angles on interior as indicated.

2.2 FINISHES

.1 Finish all aluminum components with baked enamel finish. Colour to be selected by the

Departmental Representative. Contractor to submit shop drawings and samples to

Consultant and Departmental Representative for review.


LOUVRES AND VENTS February 2019

Page 4

Part 3 Execution

3.1 MANUFACTURER'S INSTRUCTIONS

.1 Compliance: comply with manufacturer's written recommendations or specifications,

including product technical bulletins, handling, storage and installation instructions, and

datasheets.

.2 Contractor to submit engineered shop drawings to Consultant for review prior to

fabrication and installation of new louvred enclosure.

3.2 INSTALLATION

.1 Install louvres where indicated.

.2 Set adjustable louvre blades for uniform alignment in open and closed positions.

.3 Adjust louvres so moving parts operate smoothly.

.4 Attach bird screen to inside face of louvre or vent.

.5 Repair damage to louvres to match original finish.

.6 Install wall louvers using flanges, stops, mouldings, jamb fasteners, strap anchors, and/or

other applicable hardware as appropriate for wall construction and in accordance with

manufacturer's recommendations. Contractor is to indicate methods of installation on

submitted shop drawings.

3.3 CLEANING

.1 Proceed in accordance with Section 01 74 00 - Cleaning.

.2 On completion and verification of performance of installation, remove surplus materials,

excess materials, rubbish, tools and equipment.

3.4 PROTECTION

.1 Where aluminum contacts metal other than zinc, paint dissimilar metal with primer and

two coats of aluminum paint.

.2 Paint metal in contact with mortar, concrete, or other masonry materials with alkali-

resistant coatings such as heavy-bodied bituminous paint.

END OF SECTION


February 2019 AGGREGATES FOR EARTHWORK

Page 1

SECTION 31 05 16 – AGGREGATES FOR EARTHWORK

Part 1 General


.1 ASTM International (ASTM)

.1 ASTM C88-05, Standard Test Method for Soundness of Aggregates by Use of

Sodium Sulphate or Magnesium Sulphate.

.2 ASTM D698-12, Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3(600 kN-m/m3)).

.3 ASTM D4791-10, Standard Test Method for Flat Particles, Elongated Particles,

or Flat and Elongated Particles in Coarse Aggregate.

.2 Ontario Provincial Standard Specifications (OPSS)

.1 OPSS 302-2012, Construction Specification for Primary Granular Base.

.2 OPSS 314-2004, Construction Specification for Untreated Granular, Subbase,

Base, Surface Shoulder and Stockpiling.

.3 SP 110S13-2011, Amendment to OPSS 1010, Material Specification for

Aggregates, Granular A, B, M and Select Subgrade Material.



.2 Product Data:


aggregate materials and include product characteristics, performance criteria,



.1 Deliver, store and handle materials in accordance with Section 01 61 00- Common


.2 Transportation and Handling: handle and transport aggregates to avoid segregation,

contamination and degradation.

.3 Storage: store washed materials or materials excavated from underwater 24 hours

minimum to allow free water to drain and for materials to attain uniform water content.

Part 2 Products

2.1 MATERIALS

.1 Aggregate quality: sound, hard, durable material free from soft, thin, elongated or

laminated particles, organic material, clay lumps or minerals, free from adherent coatings

and injurious amounts of disintegrated pieces or other deleterious substances.

.2 Flat and elongated particles of coarse aggregate: to ASTM D4791.

.1 Greatest dimension to exceed 5 times least dimension.


AGGREGATES FOR EARTHWORK February 2019

Page 2

.3 Fine aggregates satisfying requirements of applicable section to be one, or blend of

following:

.1 Screenings produced in crushing of quarried rock, boulders, gravel or slag.

.2 Reclaimed asphalt pavement.

.3 Reclaimed concrete material.

.4 Coarse aggregates satisfying requirements of applicable section to be one of or blend of

following:

.1 Crushed rock.

.2 Gravel composed of naturally formed particles of stone.

.3 Light weight aggregate, including slag and expanded shale.

.4 Reclaimed asphalt pavement.

.5 Reclaimed concrete material.


.1 Inform Consultant of proposed source of aggregates.

.2 If materials from proposed source do not meet, or cannot reasonably be processed to

meet, specified requirements, locate alternative source.

.3 Advise Consultant one (1) week minimum in advance of proposed change of material

source.

.4 Acceptance of material at source does not preclude future rejection if it fails to conform

to requirements specified, lacks uniformity, or if its field performance is found to be

unsatisfactory.

Part 3 Execution

3.1 PREPARATION

.1 Removal of existing materials:

.1 Do not handle subgrade materials while in wet or frozen condition or in any

manner in which soil structure is adversely affected.

.2 Begin removals of areas indicated on the Drawings to depths as indicated. Avoid

mixing existing materials with subgrade material to remain.

.3 Stockpile in locations closely coordinated with the Departmental Representative.

Stockpile height not to exceed 2 m.

.4 Dispose of topsoil off site.

.2 Stockpiling:

.1 Stockpile aggregates on site within the designated staging area unless otherwise

directed by Departmental Representative. Do not stockpile on completed

pavement surfaces.

.2 Stockpile aggregates in sufficient quantities to meet project schedules.

.3 Stockpiling sites to be level, well drained, and of adequate bearing capacity and

stability to support stockpiled materials and handling equipment.


February 2019 AGGREGATES FOR EARTHWORK

Page 3

.4 Except where stockpiled on acceptably stabilized areas, provide compacted sand

base not less than 300 mm in depth to prevent contamination of aggregate.

Stockpile aggregates on ground but do not incorporate bottom 300 mm of pile

into Work.

.5 Separate different aggregates by strong, full depth bulkheads, or stockpile far

enough apart to prevent intermixing.

.6 Do not use intermixed or contaminated materials. Remove and dispose of

rejected materials as directed by Consultant within 48 hours of rejection. Costs

related to disposal and replacement of rejected materials will be borne by the

Contractor.

.7 Stockpile materials in uniform layers.

.8 Uniformly spot-dump aggregates delivered to stockpile in trucks and build up

stockpile as specified.

.9 Do not cone piles or spill material over edges of piles.

.10 Do not use conveying stackers.

.11 During winter operations, prevent ice and snow from becoming mixed into

stockpile or in material being removed from stockpile.

3.2 CLEANING





.3 Leave aggregate stockpile site in tidy, well drained condition, free of standing surface

water.

.4 Restrict public access to stockpiles by means acceptable to Consultant and Departmental

Representative.

.5 Dispose of any unused aggregates from site following completion of the Work.

END OF SECTION


February 2019 ROUTING AND SEALING PAVEMENT CRACKS

Page 1

SECTION 32 01 18 – ROUTING AND SEALING PAVEMENT CRACKS

Part 1 General



.1 ASTM D244-09, Standard Test Methods for Emulsified Asphalt.

.2 ASTM D6690-12, Standard Specification for Joint and Crack Sealants, Hot

Applied, for Concrete and Asphalt Pavements.

.3 ASTM D7116-05, Standard Specification for Joint Sealant, Hot Applied, Jet-

Fuel-Resistant Type for Portland Cement Concrete Pavements.

.2 General Services Administration Federal Specifications (GSA) - Federal Specifications

(FS)

.1 FS-SS-S-200-E(2)1993, Sealants, Joint, Two-Component, Jet-Blast-Resistant,

Cold Applied, for Portland Cement Concrete Pavement.



.2 Product Data:


pavement sealants and include product characteristics, performance criteria,


.3 Tests and Evaluation Reports:

.1 Submit manufacturer's test data and certification that sealant materials meet

requirements of this Section two (2) weeks prior to beginning Work:









.2 Store and protect pavement sealants from damages.




ROUTING AND SEALING PAVEMENT CRACKS February 2019

Page 2

Part 2 Products

2.1 MATERIALS

.1 Hot poured sealant: to ASTM D6690.

2.2 EQUIPMENT

.1 Heating equipment for melting sealant:

.1 Insulated double shell, oil jacketted kettle.

.2 Motor driven agitator.

.3 Totally automatic temperature control system controlling both heat transfer oil

temperature and sealing compound temperature.

.2 Manual pouring cone.

.3 Mechanical rotary routers specifically designed for following random irregular cracks

without tearing, chipping or spalling edge of cracks and capable of producing clean,

vertical side walls. Open "V" type grooves not permitted.

.4 Mixer: in accordance with manufacturer's recommendations, if required.

Part 3 Execution

3.1 EXAMINATION


other Sections or Contracts are acceptable for hot-poured sealant application in

accordance with manufacturer's written instructions.

.1 Visually inspect substrate in presence of the Consultant.

.2 Inform the Consultant of unacceptable conditions immediately upon discovery.

Consultant to review and confirm unacceptable conditions.



3.2 PREPARATION

.1 Route cracks and joints to widths indicated on the Drawings.

.2 Route cracks and joints to depths indicated on the Drawings.

.3 Centre of route to deviate not more than plus or minus 8 mm from centreline of crack or

joint.

.4 Dispose of material removed from cracks and joints.

.5 Clean and dry routed cracks and joints using lance with oil-free hot compressed air,

applied at minimum pressure of 600 kPa.

.6 Obtain Consultant's approval of preparation of cracks and joints before application of

sealant.


February 2019 ROUTING AND SEALING PAVEMENT CRACKS

Page 3

3.3 APPLICATION OF SEALANT

.1 Do not use sealant material that has been frozen.

.2 Ensure routed cracks and joints are clean and dry immediately before applying sealant.

.3 Heat joint sealant slowly to application temperature in accordance with manufacturer's

recommendations.

.4 Mix two-component sealant in accordance with manufacturer's recommendations.

.5 Fill routed crack or joint with sealant immediately after cleaning.

.6 Fill cracks and joints only when air temperature is above 10 degrees C, daily low

temperature does not fall below 5 degrees C, and no rain is forecasted.

.7 Pour sealant into routed crack or joint so that cured sealant fills the routed crack or joint

from bottom up to level 3 mm to 5 mm below pavement surface.

.8 Sprinkle sealed cracks and joints with Portland cement before opening pavement to

traffic.

3.4 CLEANING





END OF SECTION


February 2019 AGGREGATE BASE COURSES

Page 1

SECTION 32 11 23 – AGGREGATE BASE COURSES

Part 1 General



.1 ASTM C117-04, Standard Test Methods for Material Finer Than 0.075 mm (No.

200) Sieve in Mineral Aggregates by Washing.

.2 ASTM C131-06, Standard Test Method for Resistance to Degradation of Small-

Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.

.3 ASTM C136-06, Standard Test Method for Sieve Analysis of Fine and Coarse

Aggregates.

.4 ASTM D698-07e1, Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400ft-lbf/ft3) (600kN-m/m3).

.5 ASTM D1557-09, Test Method for Laboratory Compaction Characteristics of

Soil Using Modified Effort (56,000ft-lbf/ft3) (2,700kN-m/m3).

.6 ASTM D1883-07e2, Standard Test Method for CBR (California Bearing Ratio)

of Laboratory Compacted Soils.

.7 ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit and

Plasticity Index of Soils.


.1 CAN/CGSB-8.1-88, Sieves, Testing, Woven Wire, Inch Series.

.2 CAN/CGSB-8.2-M88, Sieves, Testing, Woven Wire, Metric.








.1 Submit in accordance with Section 01 33 00- Submittal Procedures and Section 31 05 16

– Aggregates for Earthwork.



Product Requirements and Section 31 05 16 – Aggregates for Earthwork Materials.

.2 Additional Storage and Handling Requirements:

.1 Store materials in accordance with manufacturer's recommendations in clean,

dry, well-ventilated area.

.2 Replace deficient and segregated materials with new at no extra cost to the



AGGREGATE BASE COURSES February 2019

Page 2

.3 Store cement in weathertight bins or silos that provide protection from dampness

and easy access for inspection and identification of each shipment.

Part 2 Products

2.1 MATERIALS

.1 Granular base: Granular ‘A’ material in accordance with Section 31 05 16 – Aggregates

for Earthwork and OPSS 1010.

Part 3 Execution

3.1 PREPARATION

.1 Verify grade of items set in work area for conformity with elevations and sections before

placing granular base material. Compact existing subgrade material.

.2 Allow for Consultant’s review of subgrade before placing granular base material.

.3 Ensure all damaged, deteriorated, and unsuitable sections of the existing subgrade have

been replaced. Refer to Item 3.2.5.

3.2 PLACEMENT AND INSTALLATION

.1 Place granular base after subgrade surface is reviewed and approved in writing by

Consultant.

.2 Placing:

.1 Construct granular base to depth and grade in areas indicated.

.2 Ensure no frozen material is placed.

.3 Place material only on clean unfrozen surface, free from snow and ice.

.4 Place material using methods which do not lead to segregation or degradation of

aggregate.

.5 Place material to full width in uniform layers not exceeding 150 mm compacted

thickness.

.1 Consultant may authorize thicker lifts (layers) if specified compaction

can be achieved.

.6 Shape each layer to smooth contour and compact to specified density before

succeeding layer is placed.

.7 Remove and replace that portion of layer in which material becomes segregated

during spreading.

.3 Compaction Equipment:

.1 Ensure compaction equipment is capable of obtaining required material densities.

.4 Compacting:

.1 Compact to density not less than 98% maximum dry density using the standard

proctor test.

.2 Shape and roll alternately to obtain smooth, even and uniformly compacted base.


February 2019 AGGREGATE BASE COURSES

Page 3

.3 Apply water as necessary during compacting to obtain specified density.

.4 In areas not accessible to rolling equipment, compact to specified density with

mechanical tampers approved in writing by Consultant.

.5 Correct surface irregularities by loosening and adding or removing material until

surface is within specified tolerance.

.5 Proof rolling:

.1 For proof rolling use standard roller of 45400 kg gross mass with four pneumatic

tires each carrying 11350 kg and inflated to 620 kPa. Four tires arranged abreast

with centre to centre spacing of 730 mm.

.2 Obtain written approval from Consultant to use non-standard proof rolling

equipment.

.3 Proof roll at level in subgrade material as indicated.

.4 Make sufficient passes with proof roller to subject every point on surface to three

separate passes of loaded tire.

.5 Where proof rolling reveals areas of defective subgrade:

.1 Remove subgrade material to depth and extent as directed by Consultant.

.2 Backfill excavated subgrade with new granular base material and

compact in accordance with this section.

.3 All associated disposal and replacement costs are to be borne by the

Contractor.

.6 Where compacting of new base materials reveals defective base and/or subgrade

materials, remove defective materials to depth and extent as directed by the

Consultant and replace with new granular base material in accordance with this

section at no extra cost.

3.3 SITE TOLERANCES

.1 Finished base surface to be within plus or minus 10 mm of established grade and cross

section but not uniformly high or low.

3.4 CLEANING





3.5 PROTECTION

.1 Maintain finished base in condition conforming to this Section until succeeding material

is applied.

END OF SECTION


February 2019 ASPHALT PAVING - SHORT FORM

Page 1

SECTION 32 12 16.01 – ASPHALT PAVING

Part 1 General



.1 ASTM C88-05, Standard Test Method for Soundness of Aggregates by Use of

Sodium Sulphate or Magnesium Sulphate.

.2 ASTM D698-12, Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3(600 kN-m/m3)).



.2 OPSS 310-2012, Construction Specification for Hot Mixed Asphalt.





.5 OPSS 1103-2012, Material Specification for Emulsified Asphalt.

.6 OPSS 1150-2010 , Material Specification for Hot Mixed Asphalt.

.3 The Master Painters Institute (MPI)

.1 Architectural Painting Specification Manual - current edition.

.1 MPI #32, Traffic Marking Paint, Alkyd.



.2 Product Data:


asphalt mixes and aggregate and include product characteristics, performance


.2 Submit viscosity-temperature chart for asphalt cement to be supplied showing

either Saybolt Furol viscosity in seconds or Kinematic Viscosity in centistokes,

temperature range 105 to 175 degrees C upon award of the Work.




.2 Deliver and stockpile aggregates in accordance with Section 31 05 16 - Aggregate

Materials.

.3 When necessary to blend aggregates from one or more sources to produce required

gradation, do not blend in stockpiles.

.4 Provide approved storage, heating tanks and pumping facilities for asphalt cement.


ASPHALT PAVING - SHORT FORM February 2019

Page 2

Part 2 Products

2.1 MATERIALS

.1 Granular base material - Granular A - OPSS 1010

.2 Base course of asphalt - HL8 - OPSS 1150

.3 Top course of asphalt - HL3 - OPSS 1150

.4 Modified asphalt cement to be produced with asphalt cement compatible with latex or

polymer modifier used.

.5 Gradations to be within limits specified when tested to ASTM C136 and ASTM C117-04.

Sieve sizes to CAN/CGSB-8.1 or 8.2.

.6 Calcium chloride: ASTM D98 approved commercial grade material, suitable for highway

construction

.7 Tack coat to be asphalt emulsion: SS-1 to OPSS 1103.

.8 Traffic paint: to match existing colour, to MPI # 32.

Part 3 Execution

3.1 EXAMINATION


other Sections or Contracts are acceptable for asphalt paving in accordance with







3.2 FOUNDATIONS

.1 Foundations comprise of compacted granular A base material compacted to thicknesses

indicated on the Drawings:

.2 Construction of granular foundations: OPSS 314.

.3 Compaction: compact each lift of granular material to 98% maximum density to ASTM

D698. Maximum lift thickness: 150 mm.

3.3 PAVEMENT THICKNESS

.1 New asphalt pavement comprises of HL8 base course and HL3 top course asphalt

pavement compacted to thicknesses indicated on the Drawings.

3.4 SURFACE PREPARATION PRIOR TO INSTALLATION OF NEW ASPHALT

.1 Verify grade of items set in paving area for conformity with elevations and sections

before placing granular base material.



Page 3

.2 Allow Consultant’s review of subgrade before placing granular base.

.3 Place granular base material on clean unfrozen surfaces that are free from snow and ice.

.4 Place granular base to compacted thicknesses as indicated in Contract Documents or as

directed by the Consultant. Do not place frozen material.

.5 Place in layers not exceeding 150 mm compacted thickness. Compact not less than 98%

Standard Proctor Maximum Dry Density.

.6 Finished base surface to be within 10 mm of specified grade, but not uniformly high or

low.

.7 Ensure all damaged and deteriorated sections of the existing asphalt pavement have been

repaired including the replacement of the granular base.

.8 Ensure all cracks and joints have been routed and sealed with hot poured rubberized joint

sealant.

.9 Ensure all asphalt termination points have been treated per Drawings and/ or

Specifications.

.10 All surfaces to be clean and dry.

.11 Following cleaning operations, apply tack coat to existing asphalt pavement at the rate of

0.6 litre to 0.9 litre per sq.m (0.1 to 0.15 gallons per square yard) to surfaces.

3.5 PAVEMENT CONSTRUCTION

.1 Construction of asphalt concrete: OPSS 310.

.2 Do not carry out paving work unless the air temperature at the pavement surface is at

least 2° C and rising.

.3 Deliver hot mix to the paver continuously at a constant temperature. Maintain

temperature within the range specified by the PGAC (Performance Graded Asphalt

Cement) supplier.

.4 Lay mixtures not lower than 120° C for regular mixes. Temperature requirements apply

to location of asphalt placement.

.5 Place asphalt concrete wherever possible by a self-propelled asphalt speader using the

full width of the machine. Where this is impractical or in confined areas, use small pavers

or spread by hand. Asphalt to be placed in layers not exceeding 50 mm lifts.

.6 Unless otherwise shown, lay asphalt concrete over prepared existing pavement to provide

50 mm (2”) minimum thickness after compaction.

.7 Do not allow traffic onto asphalt surface until asphalt pavement is adequately cured.

.8 Compact asphalt paving in accordance with the Ontario Provincial Standard

Specifications, using proper equipment to achieve the specified density and complying

with OPSS 310.

.9 Compact to a minimum of 92% of Maximum Relative Density (MRD).

.1 The density shall be measured using a nuclear density gauge.


ASPHALT PAVING - SHORT FORM February 2019

Page 4

.10 Compact at curbs and inaccessible locations by hand-tapping, or other approved means.

Avoid damage to curbs, edgings and other work adjacent. Perform this work concurrently

with operations of vibratory roller.

.11 Finished surfaces to be finished grades indicated, with slope to catch basins. Finished

surfaces to be uniform, smooth, even, dense, free from shallow areas, protrusions and

surplus asphalt. Correct any irregularities which vary more than 6 mm in 3,050 mm (1/4”

in 10’-0”).

.12 Compress the mixture uniformly by rolling as soon after being spread as it will bear the

roller without checking or undue displacement.

.13 Where physically possible, start rolling longitudinally at the sides and proceed towards

the centre of the pavement course, overlapping on successive trips by at least 1/2 the

width of the rear wheel. Make alternate trips of the roller of slightly different lengths.

Where width permits, roll the pavement diagonally on two directions, the second

diagonal rolling crossing the lines of the first.

.14 Place the mixture as continuous as possible and pass the roller over the unprotected edge

of the freshly laid mixture only when the laying of this course is to be discontinued for a

length of time to allow the mixture to become chilled.

.15 Bond wheel and seal longitudinal, transverse and all other joints. Make joints between

old and new pavements or between successive days work in such a manner as to ensure a

thorough and continuous bond between the old and the new surface. Except when a board

or canvas rope is used to form transverse joints, cut back the edge of the previously laid

course to its full depth so as to expose a fresh surface, after which, place the hot mixture

in contact with it and rake to a proper depth and grade. Employ hot smoothers and

tampers in such a manner as to heat up the old pavement sufficiently (without burning it)

to ensure a proper bond. Before placing mixture against it, paint contact surfaces of all

joints, including curbs and gutters, with a thin uniform coating of asphalt cement or

asphalt cement dissolved in naphtha.

.16 In making the joint along any adjoining edge of the curb, gutter or adjacent pavement and

after the hot mixture is placed by the finishing machine carry back just enough of the hot

material to fill any space left open. Set up this joint properly with the back of the rake and

approved light-weight steel broom a proper height and bevel to receive the maximum

compression under rolling.

.17 Consolidate asphalt concrete paving by rolling with a three wheeled or tandem power

driven roller of not less than five tons (4.5 t).

.18 Where no wood or concrete screeds occur, bevel edge of paved areas 45°. If screeds are

used, remove same after asphalt pavement is laid and make good sod or grounds adjacent

to the new paving.

.19 Existing paving that is damaged or removed to permit construction of new work shall be

reinstated. Conform to the requirements of this Specification

3.6 TRAFFIC MARKINGS

.1 Paint parking space divisions and other pavement markings to match pre-existing

conditions, in accordance with manufacturers recommendations and as indicated.

.2 Use paint thinner in accordance with manufacturer's requirements.



Page 5

3.7 SITE QUALITY CONTROL

.1 Site Tests, Inspection:

.1 Perform site testing in accordance with Section 01 45 00- Quality Control.

.2 Testing to be conducted by a testing agency designated by the Owner’s

Representative. Unless otherwise noted, the Owner will pay costs of inspection

and testing described in this section.

.3 Contractor shall inform Consultant and testing agency 24 hours in advance of

work to be performed under this section.

.4 During application, material temperatures and compaction tests will be

performed. Samples of asphalt shall be taken to laboratory to verify conformance

of material supplied with specifications.

3.8 CLEANING





END OF SECTION


February 2019 CHAIN LINK FENCES

Page 1

SECTION 32 31 13 – CHAIN LINK FENCES

Part 1 General



.1 ASTM A53/A53M-10, Standard Specification for Pipe, Steel, Black and Hot-

Dipped, Zinc-Coated Welded and Seamless.

.2 ASTM A90/A90M-09, Standard Test Method for Weight [Mass] of Coating on

Iron and Steel Articles with Zinc or Zinc-Alloy Coatings.

.3 ASTM A121-07, Standard Specification for Zinc-Coated (Galvanized) Steel

Barbed Wire.

.4 A653/A653M-10, Standard Specification for Steel Sheet, Zinc-Coated


.5 ASTM F1664-08, Standard Specification for Poly(Vinyl Chloride) (PVC)-Coated

Steel Tension Wire Used with Chain-Link Fence.

.6 ASTM A123/A123M-09, Standard Specification for Zinc (Hot Dip Galvanized)

coatings on Iron and Steel Products.


.1 CAN/CGSB-138.1-96, Fabric for Chain Link Fence.

.2 CAN/CGSB-138.2-96, Steel Framework for Chain Link Fence.

.3 CAN/CGSB-138.3-96, Installation of Chain Link Fence.

.4 CAN/CGSB-138.4-96, Gates for Chain Link Fence.

.5 CAN/CGSB-1.181-99, Ready-Mixed Organic Zinc-Rich Coating.

.3 CSA Group (CSA)



.2 CAN/CSA-A3000-08, Cementitious Materials Compendium.



.2 Product Data:


concrete mixes, fences, posts, hardware, etc. and include product characteristics,

performance criteria, physical size, finish and limitations.








CHAIN LINK FENCES February 2019

Page 2

.1 Store materials in accordance with manufacturer's recommendations.

.2 Store and protect fence materials from damage.



Part 2 Products

2.1 MATERIALS

.1 Concrete mixes and materials: in accordance with CSA A23.1 and Section 03 30 00-

Cast-in-Place Concrete.

.2 Chain-link fence fabric: to CAN/CGSB-138.1.

.1 Type 1, Class A, light style, Grade 2.

.2 Height of fabric: as indicated on the Drawings.

.3 Posts, braces and rails: to CAN/CGSB-138.2, galvanized steel pipe. Dimensions as


.4 Bottom tension wire: to CAN/CGSB-138.2, single strand, galvanized steel wire.

.5 Tie wire fasteners: steel wire.

.6 Tension bar: to ASTM A653/A653M, 5 x 20 mm minimum galvanized steel.

.7 Fittings and hardware: to CAN/CGSB-138.2, galvanized steel.

.1 Tension bar bands: 3 x 20 mm minimum galvanized steel.

.2 Post caps to provide waterproof fit, to fasten securely over posts and to carry top

rail.

.3 Overhang tops to provide waterproof fit, to hold top rails.

.4 Turnbuckles to be drop forged.

.8 Organic zinc rich coating: to CAN/CGSB-1.181.

2.2 FINISHES

.1 Galvanizing:

.1 For chain link fabric: to CAN/CGSB-138.1 Grade 2.

.2 For pipe: 550 g/m2.

.3 For other fittings: to ASTM A123/A123M.

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify conditions of substrate previously installed under other

Sections are acceptable for fence installation in accordance with manufacturer's written

instructions.

.1 Visually inspect substrate in presence of the Consultant.


February 2019 CHAIN LINK FENCES

Page 3

.2 Inform the Consultant of unacceptable conditions immediately upon discovery.

Consultant to review and confirm if conditions are unacceptable.



3.2 PREPARATION

.1 Grading:

.1 Remove debris and correct ground undulations along fence line to obtain smooth

uniform gradient between posts.

.1 Provide clearance between bottom of fence and ground surface as


3.3 ERECTION OF FENCE

.1 Erect fence as indicated on the Drawings and to CAN/CGSB-138.3.

.2 Excavate post holes to dimensions indicated on the Drawings.

.3 Space line posts 3 metres apart, measured parallel to ground surface. Confirm post

spacing with Consultant prior to proceeding with installation.

.4 Space straining posts at equal intervals. Confirm post spacing with Consultant prior to

proceeding with installation.

.5 Install additional straining posts at sharp changes in grade and where directed by the

Consultant.

.6 Install corner post where change in alignment exceeds 10 degrees.

.7 Install end posts at end of fence.

.8 Place concrete for foundations in sonotube formwork within excavated holes, as indicated

on the Drawings.

.1 Concrete foundations to extend above grade level and slope to drain away from

posts, as indicated on the Drawings.

.2 Brace posts to hold posts in plumb position and true to alignment and elevation

until concrete has set.

.9 Install fence posts and fabric after concrete has cured, minimum of seven (7) days.

.10 Install overhang tops and caps.

.11 Install top rail between posts and fasten securely to posts and secure waterproof caps and

overhang tops.

.12 Install bottom tension wire, stretch tightly and fasten securely to end, corner, gate and

straining posts with turnbuckles and tension bar bands.

.13 Lay out fence fabric. Stretch tightly to tension recommended by manufacturer and fasten

to end, corner, gate and straining posts with tension bar secured to post with tension bar

bands spaced at 300 mm intervals.

.1 Knuckled selvedge at bottom.

.2 Twisted selvedge at top.


CHAIN LINK FENCES February 2019

Page 4

.14 Secure fabric to top rails, line posts and bottom tension wire with tie wires at 450 mm

intervals.

.1 Give tie wires minimum two twists.

3.4 TOUCH UP

.1 Clean damaged surfaces with wire brush removing loose and cracked coatings. Apply

two coats of organic zinc-rich paint to damaged areas.

.1 Pre-treat damaged surfaces according to manufacturers' instructions for zinc-rich

paint.

3.5 CLEANING





END OF SECTION


February 2019 TOPSOIL PLACEMENT AND GRADING

Page 1

SECTION 32 91 19.13 – TOPSOIL PLACEMENT AND GRADING

Part 1 General


.1 Agriculture and Agri-Food Canada

.1 The Canadian System of Soil Classification, Third Edition, 1998.

.2 Canadian Council of Ministers of the Environment

.1 PN1340-2005, Guidelines for Compost Quality.

1.2 DEFINITIONS

.1 Compost:

.1 Mixture of soil and decomposing organic matter used as fertilizer, mulch, or soil

conditioner.

.2 Compost is processed organic matter containing 40% or more organic matter as

determined by Walkley-Black or Loss On Ignition (LOI) test.

.3 Product must be sufficiently decomposed (i.e. stable) so that any further

decomposition does not adversely affect plant growth (C:N ratio below (25)

(50)), and contain no toxic or growth inhibiting contaminates.

.4 Composed bio-solids to: CCME Guidelines for Compost Quality, Category (A)

(B).



.2 Quality control submittals:

.1 Soil testing: submit certified test reports showing compliance with specified

performance characteristics and physical properties as described in PART 2 -

SOURCE QUALITY CONTROL.

.2 Certificates: submit product certificates signed by manufacturer certifying

materials comply with specified performance characteristics and criteria and

physical requirements.

Part 2 Products

2.1 TOPSOIL

.1 Topsoil for sodded areas: mixture of particulates, microorganisms and organic matter

which provides suitable medium for supporting intended plant growth.

.1 Soil texture based on The Canadian System of Soil Classification, to consist of

20 to 70% sand, minimum 7% clay, and contain 2 to 10% organic matter by

weight.

.2 Contain no toxic elements or growth inhibiting materials.

.3 Finished surface free from:


TOPSOIL PLACEMENT AND GRADING February 2019

Page 2

.1 Debris and stones over 50 mm diameter.

.2 Course vegetative material, 10 mm diameter and 100 mm length,

occupying more than 2% of soil volume.

.4 Consistence: friable when moist.

2.2 SOIL AMENDMENTS

.1 Fertilizer:

.1 Fertility: major soil nutrients present in following amounts:

.2 Nitrogen (N): 20 to 40 micrograms of available N per gram of topsoil.

.3 Phosphorus (P): 40 to 50 micrograms of phosphate per gram of topsoil.

.4 Potassium (K): 75 to 110 micrograms of potassium per gram of topsoil.

.5 Calcium, magnesium, sulphur and micro-nutrients present in balanced ratios to

support germination and/or establishment of intended vegetation.

.6 Ph value: 6.5 to 8.0.

.2 Peatmoss:

.1 Derived from partially decomposed species of Sphagnum Mosses.

.2 Elastic and homogeneous, brown in colour.

.3 Free of wood and deleterious material which could prohibit growth.

.4 Shredded particle minimum size: 5 mm.

.3 Sand: washed coarse silica sand, medium to course textured.

.4 Organic matter: compost Category A, in accordance with CCME PN1340, unprocessed

organic matter, such as rotted manure, hay, straw, bark residue or sawdust, meeting the

organic matter, stability and contaminant requirements.

.5 Fertilizer: industry accepted standard medium containing nitrogen, phosphorous,

potassium and other micro-nutrients suitable to specific plant species or application or

defined by soil test.


.1 Advise Consultant and Departmental Representative of sources of topsoil to be utilized

with sufficient lead time for testing.

.2 Contractor is responsible for amendments to supply topsoil.

.3 Soil testing by recognized testing facility for PH, P and K, and organic matter.

.4 Testing of topsoil will be carried out by testing laboratory designated by Departmental


.1 Soil sampling, testing and analysis to be in accordance with Provincial standards.

Part 3 Execution

3.1 PREPARATION OF EXISTING GRADE

.1 Verify that grades are correct.


February 2019 TOPSOIL PLACEMENT AND GRADING

Page 3

.1 If discrepancies occur, notify Consultant and do not commence work until

existing conditions are reviewed by the Consultant.

.2 Grade soil, eliminating uneven areas and low spots, ensuring positive drainage.

.3 Remove debris, roots, branches, stones in excess of 50 mm diameter and other deleterious

materials.

.1 Remove soil contaminated with calcium chloride, toxic materials and petroleum

products.

.2 Remove debris which protrudes more than 75 mm above surface.

.3 Dispose of removed material off site.

3.2 PLACING AND SPREADING OF TOPSOIL/PLANTING SOIL

.1 Place topsoil after Consultant has accepted subgrade or base material.

.2 Spread topsoil in uniform layers not exceeding 150 mm.

.3 For sodded areas keep topsoil 15 mm below finished grade.

.4 Spread topsoil to depths indicated on the Drawings.

.5 Manually spread topsoil/planting soil around obstacles.

3.3 FINISH GRADING

.1 Grade to eliminate rough spots and low areas and ensure positive drainage.

.1 Prepare loose friable bed by means of cultivation and subsequent raking.

.2 Consolidate topsoil to required bulk density using equipment approved by the Consultant.

.1 Leave surfaces smooth, uniform and firm against deep footprinting.

3.4 ACCEPTANCE

.1 Consultant will review topsoil in place and determine acceptance of material, depth of

topsoil and finish grading. Independent testing will be completed as required, as directed

by the Consultant.

3.5 SURPLUS MATERIAL

.1 Dispose of materials not required off site, unless otherwise stipulated by the


3.6 CLEANING

.1 Proceed in accordance with Section 01 74 00 - Cleaning.

.2 Upon completion of installation, remove surplus materials, rubbish, tools and equipment

barriers.

END OF SECTION


February 2019 SODDING

Page 1

SECTION 32 92 23 - SODDING

Part 1 General


.1 Scheduling:

.1 Schedule sod laying to coincide with preparation of soil surface.

.2 Schedule sod installation when frost is not present in ground.



.2 Product Data:


sod, geotextile and fertilizer and include product characteristics, performance





comply with specified performance characteristics and criteria and physical requirements

of seed mix, seed purity, and sod quality.


performance characteristics and physical properties of seed mix, seed purity, and sod

quality.







.1 Store materials in accordance with supplier's recommendations.

.2 Replace defective or damaged materials with new.

Part 2 Products

2.1 MATERIALS

.1 Number One Turf Grass Nursery Sod: sod that has been especially sown and cultivated

in nursery fields as turf grass crop.

.1 Turf Grass Nursery Sod types:

.1 Number One Kentucky Bluegrass Sod: Nursery Sod grown solely from

seed of cultivars of Kentucky Bluegrass, containing not less than 50%

Kentucky Bluegrass cultivars.


SODDING February 2019

Page 2

.2 Number One Kentucky Bluegrass Sod - Fescue Sod: Nursery Sod grown

solely from seed mixture of cultivars of Kentucky Bluegrass and

Chewing Fescue or Creeping Red Fescue, containing not less than 40%

Kentucky Bluegrass cultivars and 30% Chewing Fescue or Creeping Red

Fescue cultivar[s] .

.3 Number One Named Cultivars: Nursery Sod grown from certified seed.

.2 Turf Grass Nursery Sod quality:

.1 Not more than 1 broadleaf weed and up to 1% native grasses per 40

square metres.

.2 Density of sod sufficient so that no soil is visible from height of 1500

mm when mown to height of 50 mm.

.3 Mowing height limit: 35 to 65 mm.

.4 Soil portion of sod: 6 to 15 mm in thickness.

.2 Sod establishment support:

.1 Geotextile fabric: biodegradable.

.3 Water:

.1 Supplied by Departmental Representative at designated source.

.4 Fertilizer:

.1 To Canada "Fertilizers Act" and Fertilizers Regulations.

.2 Complete, synthetic, slow release with 65% of nitrogen content in water-

insoluble form.


.1 Obtain written approval from Consultant of sod source.

.2 When proposed source of sod is approved, use no other source for the duration of

construction.

Part 3 Execution

3.1 EXAMINATION


other Sections or Contracts are acceptable for sod installation in accordance with








February 2019 SODDING

Page 3

3.2 PREPARATION

.1 Verify that grades are correct and prepared in accordance with Section 32 91 19.13 -

Topsoil Placement and Grading. If discrepancies occur, notify Consultant and commence

work when existing conditions are reviewed by Consultant.

.2 Do not perform work under adverse field conditions such as frozen soil, excessively wet

soil, or soil covered with snow, ice, or standing water.

.3 Fine grade surface free of humps and hollows to smooth, even grade.

.4 Remove and dispose of weeds; debris; stones 50 mm in diameter and larger; soil

contaminated by oil, gasoline and other deleterious materials; off site.

3.3 SOD PLACEMENT

.1 Lay sod within 24 hours of being lifted if air temperature exceeds 20 degrees C.

.2 Lay sod sections in rows, joints staggered. Butt sections closely without overlapping or

leaving gaps between sections. Cut out irregular or thin sections with sharp implements.

.3 Roll sod after installation. Provide close contact between sod and soil by light rolling.

Use of heavy roller to correct irregularities in grade is not permitted.

3.4 FERTILIZING

.1 Fertilize sod after initial installation and water immediately.

3.5 CLEANING



.2 Keep pavement and area adjacent to site clean and free from mud, dirt, and debris

at all times.



.1 Clean and reinstate areas affected by Work.

3.6 PROTECTION BARRIERS

.1 Protect newly sodded areas with suitable barriers until demobilization.

3.7 MAINTENANCE DURING ESTABLISHMENT PERIOD

.1 Perform following operations from time of installation until acceptance.

.1 Water sodded areas in sufficient quantities and at frequency required to maintain

optimum soil moisture condition to depth of 75 to 100 mm.

.2 Cut grass to 50 mm when or prior to it reaching height of 100 mm.

.3 Maintain sodded areas weed free.

.4 Fertilize areas in accordance with fertilizing program. Spread half of required

amount of fertilizer in one direction and remainder at right angles and water.

.5 Temporary barriers or signage to be maintained where required to protect newly

established sod.


SODDING February 2019

Page 4

3.8 ACCEPTANCE

.1 Sodded areas will be accepted by Departmental Representative and Consultant provided

that:

.1 Sodded areas are properly established.

.2 Sod is free of bare and dead spots.

.3 No surface soil is visible from height of 1500 mm when grass has been cut to

height of 50 mm.

.4 Sodded areas have been cut minimum 2 times prior to acceptance.

.2 Areas sodded in fall will be accepted in following spring one month after start of growing

season provided acceptance conditions are fulfilled.

.3 When environmental conditions allow, all sodded areas showing shrinkage cracks shall

be top-dressed and seeded with a seed mix matching the original.

.4 Areas sodded in fall will be accepted in following spring one month after start of growing

season provided acceptance conditions are fulfilled.

3.9 MAINTENANCE DURING WARRANTY PERIOD

.1 Perform following operations from time of acceptance until end of warranty period:

.2 Repair and re-sod dead or bare spots to satisfaction of Departmental Representative and

Consultant.

END OF SECTION