Montgomery Sisam Architects Inc. Section 06 10 00 … · accordance with the Contract ... CSA O151-M; 19 mm ... .1 Submit an extended warranty for work of this Section in accordance

Montgomery Sisam Architects Inc. Section 06 10 00Project No. 17506.F01 ROUGH CARPENTRY

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3.6 FASTENERS

.1 Frame, anchor, fasten, tie and brace members for required strength and rigidity.

.2 Use hot dipped galvanized fasteners for exterior work and work below grade.

.3 Countersink bolts and bolt heads as required for clearance of other work.

.4 Size fasteners to penetrate base member by half of fastener length minimum. Minimize splitting of wood members by staggering nails in direction of grain.

.5 For plywood use spiral, annular or resin coated nails and staples.

3.7 SURFACE-APPLIED WOOD PRESERVATIVE

.1 Treat raw surfaces, drilled holes and cut ends of pressure treated wood with 2 coatsof wood preservative immediately after cutting.

.2 Apply preservative by dipping, by brush or by pouring into plugged holes tocompletely saturate surface.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 06 20 00Project No. 17506.F01 FINISH CARPENTRY

Page 1

1 General

1.1 SECTION INCLUDES

.1 Labour, Products equipment and services necessary for the finish carpentry Work inaccordance with the Contract Documents.

1.2 REFERENCES

.1 ASTM F1667, Driven Fasteners: Nails, Spikes and Staples.

.2 Architectural Woodwork Manufacturers Association of Canada (AWMAC).

.3 Architectural Woodwork Standards (AWS) - Quality Standards for ArchitecturalWoodwork.

.4 CSA O121-M, Douglas Fir Plywood.

.5 CAN/CSA O141, Softwood Lumber.

.6 CSA O151-M, Canadian Softwood Plywood.

.7 National Lumber Grades Authority (NLGA) Standard Grading Rules for CanadianLumber.

1.3 SUBMITTALS

.1 Shop drawings: Submit shop drawings of finish carpentry Work in accordance withSection 01 00 00 indicating materials, thicknesses, sizes, finishes, wood species,grades, profiles, connection attachments, shop jointing, field jointing, reinforcing,anchorage, fastener types and sizes, location of exposed fastenings, mechanicaland electrical service routes, service outlets, cutout locations, and sizes. Includeerection drawings, plans, elevations, sections, and details as applicable.

.2 Samples: Submit samples of the following in accordance with the requirements ofSection 01 00 00:.1 Two representative pieces of each type of wood to receive a stained or

natural finish..2 Two representative pieces of each type of wood finished as specified.

1.4 QUALITY ASSURANCE

.1 Execute Work of this Section by member of AWMAC, with 5 years experience infinish carpentry Work of comparable complexity and scope. Submit proof ofexperience upon Consultant’s request.

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Section 06 20 00 Montgomery Sisam Architects Inc.FINISH CARPENTRY Project No. 17506.F01Page 2

.2 Fabricate finish carpentry Work in accordance with AWS Quality Standards,Premium Quality materials and installation unless otherwise indicated. Perform Workin accordance with the definition of Good Workmanship as defined in the AWSQuality Standards.

.3 Remove and replace finish carpentry Work which does not conform to the AWSQuality standards or as amended by these Specifications.

1.5 DELIVERY, STORAGE, AND HANDLING

.1 Deliver, store, and handle finish carpentry in accordance with the AWS QualityStandards. Control the temperature and humidity in accordance with the AWSrecommendations, before, during, and after finish carpentry delivery, and alsoduring storage and installation.

2 Products

2.1 MATERIALS

.1 General: All materials under Work of this Section, including but not limited to, adhesives and mastics, are to have low VOC content limits.

.2 Concealed framing lumber and plywood: .1 Eastern Spruce, Balsam Fir, or Jack Pine, to CAN/CSA O141, NLGA, and

AWS Custom Grade, S4S, average moisture content 7% +/- 2% atinstallation.

.2 Softwood plywood: CSA O151-M; 19 mm unless indicated otherwise, (G2S).

.3 Hardwood lumber (Exterior handrails): Ipe wood, Brazilian hardwood with minimumhardness of 3,000 lbs, naturally resistant to fire (Class A), 12% moisture content.Wood shall be allowed to acclimatize prior to installation.

.4 Plant shelves: Douglas Fir (slats) to CSA O121, in accordance with Architecturaldetails.

.5 Nails and staples: Conforming to ASTM F1667; Size and type to suit application,galvanized for exterior work, interior humid areas and for treated lumber; plain finishelsewhere.

.6 Fasteners for use in Ipe wood: Provide type 304 or 316 stainless steel fasteners.

.7 Adhesive and bituminous mastic: Selected by the millwork fabricator with low VOCcontent.

.8 Miscellaneous metals: In accordance with Section 05 50 00.

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Montgomery Sisam Architects Inc. Section 06 20 00Project No. 17506.F01 FINISH CARPENTRY

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2.2 FABRICATION

.1 Be responsible for methods of construction and for ensuring that materials are rigidlyand securely attached and will not be loosened by the work of other sections.

.2 Coordinate locations of concealed supports and blocking with other parts of Work.Provide cutouts for outlet boxes and other fixtures.

.3 Fabricate work in a manner which will permit expansion and contraction of thematerials without visible open joints. Conceal joints and connections in whereverpossible.

.4 Set nails and countersink screws, apply wood filler to indentations, sand smooth andleave ready to receive finish.

.5 Mitre exposed corners, no end grain shall be visible in completed installation.

.6 Finished millwork shall be free from bruises, blemishes, mineral marks, knots,shakes and other defects and shall be selected for uniformity of colour, grain andtexture.

.7 Shop assemble finish carpentry to accommodate delivery and handling and toensure passage through building openings.

.8 Fabricate base to match existing species, height and thickness, finished inaccordance with Section 09 91 00.

.9 Fabricate handrail from ipe wood in profile as indicated on drawings, finished inaccordance with Section 09 91 00.

3 Execution

3.1 EXAMINATION

.1 Verify condition and dimensions of previously installed Work upon which this Sectiondepends. Report defects to Consultant. Commencement of Work meansacceptance of existing conditions.

3.2 INSTALLATION

.1 Install Work in accordance with AWS Quality Standards and tolerances forArchitectural Woodwork. Set and secure finish carpentry in place, rigid, plumb,square, and level.

.2 Scribe and cut as required, fit to abutting walls, and surfaces, fit properly intorecesses and to accommodate columns, fixtures, outlets, or other projecting,intersecting or penetrating objects leaving a 0.8 mm gap maximum.

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Section 06 20 00 Montgomery Sisam Architects Inc.FINISH CARPENTRY Project No. 17506.F01Page 4

.3 Form joints to conceal shrinkage.

.4 Install prefinished millwork at locations shown on drawings. Position accurately,level, plumb straight.

.5 Wood handrail:.1 Construct wood handrail of sizes and details as noted..2 Round all corners, edges and ends..3 Install handrail to existing brackets as indicated on drawings.

.6 Plant shelves:.1 Construct wood handrail of sizes and details as noted..2 Install brackets supplied under work of Section 05 50 00.

.7 Fastening:.1 Coordinate wall securement, anchorage, and blocking for finish carpentry

items..2 Position items of finished carpentry work accurately, level, plumb, true and

fasten or anchor securely..3 Design and select fasteners to suit size and nature of components being

joined. Use proprietary devices as recommended by manufacturer..4 Provide heavy duty fixture attachments for wall mounted cabinets..5 Set finishing nails to receive filler. Where screws are used to secure

members, countersink screw in round cleanly cut hole and plug with woodplug to match material being secured.

.8 Remove and replace damaged, marked, or stained finish carpentry.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 18 13Project No. 17506.F01 PEDESTRIAN TRAFFIC COATINGS

Page 1

1 General


.1 Design, labour, Products, equipment and services necessary for pedestrian trafficcoatings work in accordance with the Contract Documents.

1.2 DESIGN REQUIREMENTS

.1 Design topping to allow for structural movement or deflection of building, and spancracks in substrate surfaces to maximum 1.5 mm wide which may occur afterinstallation of coatings.

1.3 SUBMITTALS

.1 Product data:.1 Submit manufacturer's Product data in accordance with Section 01 00 00

indicating:.1 Performance criteria, characteristics, limitations, preparation, and

installation requirements and techniques..2 Product transportation, storage, handling and installation

requirements.

.2 Shop Drawings:.1 Submit Shop Drawings in accordance with Section 01 00 00 indicating:

.1 Sections, details, materials, thicknesses, finishes, joint layout andlocations, and coating terminations.

.3 Samples:.1 Submit following samples in accordance with Section 01 00 00.

.1 Two 300 x 300 mm samples, on cement board, for each colour ofpedestrian traffic coating.

.4 Reports/Certificates:.1 Submit manufacturer's written acceptance of substrate prior to installation.

Submit verification of moisture content of floor prior to installation..2 Submit applicator’s current certificate of approval, for installation of coatings,

by the material manufacturer as proof of compliance..3 Submit letter certifying that materials proposed for use on this project meet

criteria specified, are compatible with each other, and that the manufacturerrecommended the product for it’s intended end use.

.4 Submit certification from pedestrian traffic coatings manufacturer thatinstallation meets specified and manufacturer’s requirements.

.5 Closeout submittals: Submit maintenance data for incorporation into Operations andMaintenance Manuals in accordance with Section 01 00 00.

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Section 07 18 13 Montgomery Sisam Architects Inc.PEDESTRIAN TRAFFIC COATINGS Project No. 17506.F01Page 2


.1 Installers qualifications: Perform work of this Section by a company that has aminimum of five years proven experience in pedestrian traffic coating installations ofa similar size and nature and that is approved by manufacturer.

.2 Independent inspection:.1 Inspection, testing and review of workmanship of pedestrian traffic coatings

application may be performed by an inspection and testing firm designated bythe Owner.

.2 Site inspection by the independent inspection company will be made toensure that the requirements for cleaning, preparation, proper application andthickness of the pedestrian traffic coatings is being made. Areas not meetingapproval shall be redone at no cost to the Owner.

.3 Mock-up:.1 Construct 3 m2 mock-up of pedestrian traffic coating in location acceptable to

Consultant. .2 Mock-up shall demonstrate the minimum standard for workmanship, material

thicknesses, surface profile, joint sealing, crack, flashing, and juncturedetails, slip resistance, and finished appearance.

.3 Arrange for Consultant's review and acceptance, allow 48 hours afteracceptance before proceeding with work.

.4 Mock-up may remain as part of Work if accepted by Consultant. Removeand dispose of mock-ups which do not form part of Work.

.5 Upon acceptance, mock-up shall serve as a minimum standard of quality forthe balance of the work of this Section.

.4 Pre-installation meetings: Arrange with Consultant, manufacturer's representative,and pedestrian traffic coatings applicator to inspect substrates, and to review installation procedures 48 hours in advance of installation.


.1 Deliver products in original factory packaging bearing identification of product,manufacturer, and batch number. Provide Material Safety Data Sheets for eachproduct.

.2 Store product in location protected from freezing, damage, construction activity,precipitation, and direct sunlight, in strict accordance with manufacturer'srecommendations.

.3 Prior to application, condition products in accordance with manufacturer'srecommendations.

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1.6 SITE CONDITIONS

.1 Do not install work of this Section outside of following environmental ranges withoutConsultant's and Product manufacturer's written acceptance: .1 Ambient air and surface temperature: 18EC to 30EC.2 Relative Humidity: 50%.

.2 Supply and install temporary protection and facilities to maintain Productmanufacturer's, and above specified environmental requirements for 48 hoursbefore, during, and 72 hours after installation.

1.7 EXTENDED WARRANTY

.1 Submit an extended warranty for work of this Section in accordance with GeneralConditions, except that warranty period is extended to 10 years from date ofSubstantial Performance of the Work. .1 Warrant against failure to meet design criteria, leaking, failure to stay in

place, deformation, and breaking of watertight seals. .2 Coverage: Complete replacement including affected adjacent Work at no cost

to Owner.

2 Products

2.1 MATERIALS

.1 All materials under work of this Section, including but not limited to, paints are tohave low VOC content limits.

.2 Pedestrian traffic coating system: Polyurethane methyl methacrylate system forextreme exterior exposure conditions, traffic-bearing, seamless, high solids content,cold liquid-applied, elastomeric, waterproofing membrane system with integralwearing surface for pedestrian traffic. Colour to be selected by Consultant frommanufacturer’s standard colours. ‘Vulkem EWS System’ by Tremco Incorporated orapproved alternative. Pedestrian traffic coating to include the following components:.1 Primer: Two-component, chemically methyl methacrylate, ‘PUMA Primer’ by

Tremco Incorporated or approved alternative..2 Base coat: Modified polyurethane methacrylate, ‘PUMA BC LM’ by Tremco

Incorporated or approved alternative..3 Top coat: Methyl methacrylate, ‘PUMA TC Top coat’ by Tremco Incorporated

or approved alternative. .4 Aggregate: Manufacturer’s standard aggregate for each use indicated on

particle sizes, shape and minimum hardness recommended in writing bymanufacturer. .1 16-20 mesh silica sand for the base coat..2 25-50 mesh silica sand for the primer.

.5 All sealants, accessories, etc. necessary for a complete installation.

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Section 07 18 13 Montgomery Sisam Architects Inc.PEDESTRIAN TRAFFIC COATINGS Project No. 17506.F01Page 4

3 Execution

3.1 EXAMINATION

.1 Verify condition and dimensions of previously installed Work upon which this Sectiondepends. Report defects to Consultant. Commencement of work of this Sectionmeans acceptance of existing conditions.

.2 Verify substrate surfaces are solid, free from surface water, frozen matter, dust, oil,grease, scaling or laitance, projections and any other foreign matter detrimental toperformance.

.3 Verify that specified environmental conditions are ensured before commencing work.

.4 Test surfaces for moisture content to ensure that they are suitable for application.

3.2 PREPARATION

.1 Supply and install temporary protection to adjacent surfaces to prevent damageresulting from work of this Section.

.2 Thoroughly clean all surfaces to receive coating by steel shotblasting or othermethod in accordance with manufacturer’s written instructions.

.3 Remove projections and other conditions that may affect the installation of thecoating.

.4 Fill pits, holes, and low spots with one part epoxy to four parts sand mixture. Allowepoxy to cure before applying topping.

.5 Rout or sawcut all cracks exceeding 1.5 mm in width and fill with sealant.

.6 Clean prime and seal surfaces as recommended by traffic coatings manufacturer.

3.3 INSTALLATION

.1 Mix and install pedestrian traffic coatings in accordance with reviewed ShopDrawings and manufacturer's written instructions.

.2 Where required, prime concrete surfaces in accordance with manufacturer’s writtenrecommendations.

.3 Stop pedestrian traffic coatings in a straight line on each side of control/expansionjoints. Fill control/expansion joint with sealant.

.4 Apply pedestrian traffic coatings with care to ensure that no laps, voids, or othermarks or irregularities are visible, and with an appearance of uniform colour, sheenand texture, all within limitations of materials and areas concerned.

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Page 5

.5 Make clean true junctions with no visible overlap between adjoining applications ofpedestrian traffic coatings.

.6 Chase edge of adjacent floor systems so that pedestrian traffic coatings finishesflush with adjacent floor systems.

.7 Apply aggregate into vertical surfaces while still wet and backroll to evenly distributeand ensure encapsulation.

.8 At projections through deck such as post, pipes, railings, vents and similar locationsof potential movement, install a sealant bead and tool to form a cove and allow tocure prior to application of pedestrian traffic coating.

3.4 REPAIR

.1 Touch-up and refinish minor defective work. Refinish entire coated surface areaswhere finish is damaged or otherwise unacceptable.

3.5 PROTECTION

.1 Erect barriers to prevent the entry and presence of personnel not performing work ofthis Section during application of pedestrian traffic coatings, and for 48 hoursfollowing completion of application.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 19 00Project No. 17506.F01 WATER REPELLENT SEALER

Page 1

1 General


.1 Labour, Products, equipment and services necessary for water repellent sealer workin accordance with the Contract Documents.

.2 Water repellent sealer to be applied on exterior masonry walls and any additionalareas as indicated.

1.2 REFERENCES

.1 ASTM C920, Specification for Elastomeric Joint Sealants.

1.3 SUBMITTALS

.1 Product data:.1 Submit copies of manufacturer's Product data in accordance with Section 01

00 00 indicating:.1 Performance criteria, compliance with appropriate reference

standard(s), characteristics, limitations, preparation and installationrequirements.

.2 Product transportation, storage, and handling requirements.

.2 Reports/Certificates:.1 Submit manufacturer's written acceptance of substrate prior to installation..2 Submit applicator’s current certificate of approval, for installation of sealer, by

the material manufacturer as proof of compliance..3 Submit letter certifying that materials proposed for use on this project meet

criteria specified, are compatible with each other, and that the manufacturerhad recommended the product for it’s intended end use.

.4 Submit inspection report after application of sealer.

.5 Submit certification from sealer manufacturer that installation meets specifiedand manufacturer’s requirements.

.6 Submit a letter from the sealer manufacturer stating that the manufacturer willinspect the surface to which sealer has been applied, at the end of the first,third, and fifth years after application, and will submit a written report aftereach inspection to the Owner. The report shall state conditions that mayadversely affect the sealer performance or cause water penetration, such asstructural movement or defects, faulty construction or materials, and jointareas requiring resealing or repointing, and recommendations for correctivemeasures under the terms of the Warranty. This maintenance inspectionshall be performed at no cost to the Owner.

.3 Closeout submittals: Submit maintenance data for incorporation into Operations andMaintenance Manuals in accordance with Section 01 00 00.

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Section 07 19 00 Montgomery Sisam Architects Inc.WATER REPELLANT SEALER Project No. 17506.F01Page 2


.1 Installers qualifications: Perform work of this Section by a company that has aminimum of five years proven experience in work of similar size and nature and thatis approved by manufacturer. Submit to Consultant, applicator’s current certificate ofapproval by the material manufacturer as proof of compliance.

.2 Pre-installation meetings: Arrange with manufacturer's representative andConsultant to inspect substrates, and to review installation procedures 48 hours inadvance of installation.


.1 Deliver products in original factory packaging bearing identification of product,manufacturer, and batch number. Provide Material Safety Data Sheets for eachproduct.

.2 Store product in location protected from freezing, damage, construction activity,precipitation, and direct sunlight, in strict accordance with manufacturer'srecommendations.

.3 Prior to application, condition products in accordance with manufacturer'srecommendations.

.4 Handle all products with appropriate precautions and care as stated on MaterialSafety Data Sheet.

1.6 SITE CONDITIONS

.1 Do not install work of this Section outside of following environmental ranges withoutConsultant's and Product manufacturer's written acceptance: .1 Ambient air and surface temperature: 5EC to 38EC.2 Precipitation: None.

.2 Supply and install temporary protection and facilities to maintain Productmanufacturer's, and above specified environmental requirements for 24 hoursbefore, during, and 24 hours after installation.

2 Products

2.1 MATERIALS

.1 All materials under work of this Section, including but not limited to, primers,sealants, sealers, and paints are to have low VOC content limits.

.2 Water repellent sealer: Clear, penetrating, breathable, 100% active silane basedsealer for deep penetrating concrete and masonry:.1 ‘Baracade Silane 100C’ by Euclid Chemical.

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Montgomery Sisam Architects Inc. Section 07 19 00Project No. 17506.F01 WATER REPELLENT SEALER

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.2 Or approved alternative.

.3 Sealant: ASTM C920, Type M, Grade P, Class 25; Two-part, self-levelling type, instandard colours selected..1 Sikaflex - 2C-SL by Sika Canada Inc. .2 THC 900 with epoxy primer by Tremco Ltd.

.4 Joint backing: Round, solid section, skinned surface, soft polyethylene foam gasketstock, compatible with primer and sealant materials, 30 to 50% oversized, Shore Ahardness of 20, tensile strength 140 to 200 kPa. Bond breaker type surface.

.5 Bond breaker: Type recommended by material manufacturers to prevent bonding ofsealant to back of recess.

.6 Cleaning agents: As recommended by material manufacturer, harmless tosubstrates and adjacent finished surfaces.

3 Execution

3.1 EXAMINATION


.2 Verify substrate surfaces are solid, free from surface water, frozen matter, dust, oil,grease, scaling or laitance, and any other foreign matter detrimental to performance. Obtain manufacturer's approval of substrate in writing, submit copy to Consultant.

3.2 PREPARATION

.1 Supply and install temporary protection to adjacent surfaces to prevent damageresulting from work of this Section.

.2 Thoroughly clean all surfaces to receive sealer by steel shotblasting or other methodapproved by the manufacturer.

.3 Rout or sawcut all cracks exceeding 1.5 mm in width and fill with sealant.

.4 Do not apply product to a wet surface. Surfaces must dry a minimum of 24 hours following rain or exposure to other sources of moisture

3.3 SEALER APPLICATION

.1 Apply sealer in accordance with manufacturer's written instructions.

.2 Apply sealer without dilution or alteration in any way.

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Section 07 19 00 Montgomery Sisam Architects Inc.WATER REPELLANT SEALER Project No. 17506.F01Page 4

.3 Apply sealer with low pressure airless spray equipment capable of flooding thesurface to obtain uniform coverage and number of coats as determined by field testsample application and water absorption testing. Final approval of Consultant isrequired.

.4 Do not allow material to puddle. Remove excess material with squeegee or broom.

.5 Apply sealer by method other than spray application only at locations whereoverspray would affect adjacent materials.

3.4 SEALANT APPLICATION

.1 Do not fill joints sooner than 30 days after concrete pours. Execute joint sealingduring cool, dry ambient conditions when slab is in contracted state to minimizefuture joint separation.

.2 Comply with sealant manufacturer's primer, application and temperaturerequirements.

.3 Prior to sealant application, thoroughly dress and clean joints. Slightly abrade jointsexposed to wheel traffic. Prime joint surfaces as required.

.4 Mask floor to edge of joints and fill joint with sealant. After initial set, prime sealantsurface and refill joints with sealant as required to produce slightly convex jointsurface.

.5 Apply sealant in tooled or sawn joints and at other locations indicated on drawings.

3.5 FIELD QUALITY CONTROL

.1 Immediately after sealing has been completed, have the sealer manufacturer’srepresentative visit the site to inspect, test, and approve the application. Submitwritten inspection report to Consultant.

.2 Deficiencies in the application shall be repaired at no cost to Owner.

3.6 PROTECTION

.1 Protect work of this Section from precipitation, freezing, and debris after installation.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 56 10Project No. 17506.F01 COLD FLUID APPLIED ROOFING

Page 1

1 General


.1 Labour, Products, equipment, and services necessary for cold fluid applied roofingwork in accordance with the Contract Documents.

.2 Provide work of this Section including but not limited to the following:.1 Clean and repair existing roof assembly as indicated on drawings..2 Recoat existing membrane with cold fluid applied membrane.

1.2 REFERENCES

.1 ASTM D1644, Standard Test Methods for Nonvolatile Content of Varnishes.

.2 ASTM D3960, Standard Practice for Determining Volatile Organic Compound (VOC)Content of Paints and Related Coatings.

.3 ASTM E96/E96M, Standard Test Methods for Water Vapor Transmission ofMaterials.

.4 OIRCA, Ontario Industrial Roofing Contractors Association.

1.3 PERFORMANCE REQUIREMENTS

.1 Design roof system with a solar reflectance index, not less than 78 when calculatedaccording to ASTM E1980 based on testing identical products by a qualified testingagency.

1.4 SUBMITTALS

.1 Product data:.1 Submit copies of manufacturer's product data in accordance with Section 01

00 00 indicating:.1 Systems, materials, components, methods of installation proposed for

use, and wind uplift and ballast requirements..2 Certify compliance of each component with applicable standards..3 Submit cold weather construction procedures and methods of

protection which will be initiated, installed and maintained whenambient temperature falls below 0 C.

.2 Shop Drawings: Submit Shop Drawings in accordance with Section 01 00 00indicating adjacent construction, roof construction, flashings, and control joints.

.3 Samples:.1 Submit following samples in accordance with Section 01 00 00.

.1 Adhesives.

.2 Roof membrane.

.3 Flashings.

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.4 Roof accessories.

.4 Certificates: Submit notarized certificate, indicating products intended for Work ofthis Section, including product names and numbers and manufacturers' names, withstatement indicating that products to be provided meet the requirements of theContract Documents.

.5 Reports:.1 Submit copy of membership in good standing of OIRCA..2 Submit written inspection reports in duplicate from manufacturer, stating that

materials proposed for use on this project meet criteria specified and arecompatible with each other.

.3 Submit product test reports based on evaluation of comprehensive testperformed by manufacturer and witnessed by a qualified testing agency, forcomponents of roofing rehabilitation systems.

.6 Project close-out submittals:.1 Submit close-out submittals in accordance with Section 01 00 00..2 Submit membrane manufacturer's certificate that membrane has been

installed in accordance with Contract Documents.


.1 Qualification: Perform work of this Section by a company that is a member in goodstanding of the Ontario Industrial Roofing Contractors Association (OIRCA) and hasa minimum of 5 years proven acceptable roofing experience on installations ofsimilar complexity and scope.

.2 Perform roofing work in accordance with the OIRCA Roofing Specifications Manualand in accordance with membrane manufacturer's printed installation instructions.

.3 Provide Products that are compatible with one another under field conditions, asdemonstrated by roofing manufacturer.

.4 Provide watertight roofing system capable of resisting specified uplift pressures,thermally induced movement and exposure to weather without failing during thespecified warranty period.

.5 Pre-installation meetings: Arrange meeting on Site to be attended by Consultant,Contractor, and roofing manufacturer's representative to inspect substrates, and toreview installation procedures 48 hours in advance of installation.


.1 Deliver materials to job site in manufacturer's unopened containers with all labelsintact and legible at time of use.

.2 Maintain the products in accord with manufacturer's recommendations with properprecautions to ensure fitness of material when installed.

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.3 Comply with pertinent provisions of the Conditions of the Contract.

1.7 SITE CONDITIONS

.1 Weather Limitations: Proceed with rehabilitation work only when existing andforecasted weather conditions permit Work to proceed without water entering intoexisting roofing system or building..1 Store all materials prior to application at temperatures between 16 and 32EC. .2 Apply coatings within range of ambient and substrate temperatures

recommended by manufacturer. Do not apply materials when air temperatureis below 10 or above 43 EC.

.3 Do not apply roofing in snow, rain, fog, or mist.

.2 Protect building to be rehabilitated, adjacent buildings, walkways, site improvements,exterior plantings, and landscaping from damage or soiling from rehabilitationoperations.

.3 Maintain access to existing walkways, corridors, and other adjacent occupied orused facilities.

.4 Daily Protection: Coordinate installation of roofing so insulation and othercomponents of roofing system not permanently exposed are not subjected toprecipitation or left uncovered at the end of the workday or when rain is forecast.

.5 If Owner will be occupying portions of building immediately below re-coating area,conduct re-coating so Owner's operations will not be disrupted. Provide Owner withnot less than 72 hours' notice of activities that may affect Owner's operations.


.1 Manufacturer’s warranty for roof rehabilitation: Written warranty in whichmanufacturer agrees to repair roof rehabilitation installation that fail due to defects inrehabilitation materials or workmanship within specified warranty period. .1 Failures include, but are not limited to, the following: Rehabilitated membrane

failures including rupturing or cracking dur to a manufacturing or installationdefect. Deterioration of applied rehabilitation materials beyond normalweathering.

.2 Limit of warranty coverage for repair of roof rehabilitation: Not to exceedoriginal purchase price of manufacturer's recoating materials, except thatmanufacturer may elect to apply the limit amount toward the following:.1 Purchase of a new replacement roof within the first five years

following completion of rehabilitation work..3 Qualified Installer Warranty Requirement: Installer must meet requirements of

Quality Assurance Article..4 Installation Inspection Warranty Requirement: By Roofing Inspector in

accordance with requirements Field Quality Control..5 Warranty Period: 15 years from date of completion of rehabilitation work.

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.2 Manufacturer Inspection and Preventive Maintenance Requirement: Bymanufacturer's technical representative, to report maintenance responsibilities toOwner necessary for preservation of Owner's warranty rights. Inspections to occur inYears 2, 5, and 10 following completion.

.3 Installer’s warranty: Submit roofing installer’s warranty form at end of this section,signed by installer, covering the Work of this Section for the following warrantyperiod:.1 Warranty period: Two years from date of Substantial Completion.

2 Products

2.1 ACCEPTABLE MANUFACTURERS

.1 This specification is written on the basis of a cold fluid applied roofing systemAlphaguard Roof System by Tremco Canada. Specified manufacturer's productsestablish the minimum acceptable standards for the work of this Section. Approvedroofing systems consisting of similar roof configuration and components will beconsidered provided they are deemed to be consistent with the roof system indicatedand components listed below. Roofing systems not comprised of similar roofconfiguration and components will not be acceptable.

2.2 MATERIALS

.1 Membrane primer:.1 Reactivation primer: Reactivation primer for use with cured polyurethane

coatings prior to application of additional coat. ‘Geogard Primer’ by Tremco orapproved alternative.

.2 Metal surface primer: Single-component, water based primer to promoteadhesion of base coat to metal surfaces. ‘AlphaGuard M-Prime’ by Tremcoor approved alternative.

.3 Concrete surface primer: 100% solids, two component, epoxy penetratingprimer to promote adhesion of base coat to concrete surfaces. ‘AlphaguardC-Prime’ by Tremco or approved alternative.

.2 Repair membrane: To match existing.

.3 Joint sealant: Single component, high solids, moisture curing polyurethane sealantrecommended by coating manufacturer.

.4 Miscellaneous accessories: Membrane splice cleaner, scrubbing pads, primers,pressure sensitive membrane, adhesives and membrane compatible tube sealantand other accessories where required.

.5 Base coat: Two-part, catalyzed low-odor polyurethane roof base coating formulatedfor direct application and for use with fiber reinforcement laps in conjunction with acompatible top coat. .1 Volatile organic compounds (VOC),maximum: 1 g/L (ASTM D3960).

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.2 Combustion characteristics: Class A.

.3 Bio-based content: Not less than 20 percent.

.4 Percent solids, by volume: 100 (ASTM D2697).

.5 Percent solids, by weight: 100 (ASTM D 1644).

.6 ‘Alphaguard BIO Base Coat’ by Tremco or approved alternative.

.6 Top coat: Two-part, catalyzed low-odor polyurethane roof top coating formulated fordirect application over compatible base coat. .1 Volatile organic compounds (VOC),maximum: 6 g/L (ASTM D3960)..2 Combustion characteristics: Class A..3 Bio-based content: Not less than 20 percent..4 Percent solids, by volume: 100 (ASTM D2697)..5 Percent solids, by weight: 100 (ASTM D 1644)..6 Water vapour transmission: 0.020 perm in (1.32 g/m2/day) (ASTM E96)..7 ‘Alphaguard BIO Top Coat’ by Tremco or approved alternative.

.7 Fiberglass for lap reinforcement and flashings:.1 Medium to fine fiber, rapid wetting chopped strand glass mat. ‘Alphaguard

Glass Mat’ by Tremco or approved alternative..2 Polyester reinforceing fabric for detail course reinforcement of laps, seams

and repairs. ‘Permafab’ by Tremco or approved alternative.

.8 Walkways: Surface textured, silica sand, 20-40 mesh broadcast into top coating forfoot traffic as indicated on drawings.

3 Execution

3.1 EXAMINATION


3.2 PREPARATION

.1 Protect existing roofing system that is indicated not to be rehabilitated and adjacentportions of building and building equipment..1 Mask surfaces to be protected. Seal joints subject to infiltration by coating

materials..2 Limit traffic and material storage to areas of existing roofing membrane that

have been protected..3 Maintain temporary protection and leave in place until replacement roofing

has been completed.

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.2 Shut down air intake equipment in the vicinity of the Work in coordination with theOwner. Cover air intake louvers before proceeding with coating work that couldaffect indoor air quality or activate smoke detectors in the ductwork..1 Verify that rooftop utilities and service piping affected by the Work have been

shut off before commencing Work.

.3 Maintain roof drains in functioning condition to ensure roof drainage at end of eachworkday. Prevent debris from entering or blocking roof drains and conductors. Useroof-drain plugs specifically designed for this purpose. Remove roof-drain plugs atend of each workday, when no work is taking place, or when rain is forecast..1 Do not permit water to enter into or under existing membrane roofing system

components that are to remain.

3.3 ROOFING COATING PREPARATION

.1 Membrane surface preparation: .1 Remove blisters, ridges, buckles, roofing membrane fastener buttons

projecting above the membrane, and other substrate irregularities fromexisting roofing membrane that would inhibit application of uniform,waterproof coating.

.2 Repair membrane at locations where irregularities have been removed.

.3 Broom clean existing substrate.

.4 Substrate cleaning: Clean substrate of contaminants such as dirt, debris, oil,and grease that can affect adhesion of coating by power washing atmaximum 2000 psi. Allow to dry throughly.

.5 Verify that existing substrate is dry before proceeding with application ofcoating. Spot check substrates with an electrical capacitancemoisture-detection meter.

.6 Verify adhesion of new products.

3.4 GENERAL INSTALLATION REQUIREMENTS

.1 Use products only with proper personal protection equipment. User must readcontainer label and material safety data sheets prior to use.

.2 Use with adequate ventilation.

.3 Mixing: .1 Uses a heavy duty power drill with jiffy mixer attachment. Cordless drills are

not recommended and may not properly mix the materials..2 Do not mix top coat components with base coat components..3 Mix Part A for 1 minute before adding Part B. After adding Part B mix the

combined materials for a minimum of 2 minutes moving the mix blade fromtop to bottom. Make sure to mix areas around side walls and bottom of pail.Improper mixing will result in non-curing material.

.4 Mix entire kit. Do not break down into smaller quantities.

.4 Do not apply coatings when air temperature is below 10º C, above 43º C or whenrain is expected within 24 hours of application.

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.5 Prevent coatings from penetrating substrate joints, entering building, or damagingroofing system components or adjacent building construction.

.6 Membrane surfaces shall be clean, dry, solid, and free of dirt, oil, algae, and otherdebris prior to coating application.

.7 It is the sole responsibility of the installing Contractor to ensure the existing roofingand insulation is kept dry at all times and no water is allowed to enter the buildingduring equipment removals, infills and repairs.

.8 Begin the restoration roofing system installation in the presence of roofingmanufacturer technical (non-sales) personnel.

.9 Coordinate installation of roofing system components so insulation is not exposed tomoisture or remain exposed at the end of the workday or when rain is forecast.

3.5 COLD FLUID APPLIED MEMBRANE RECOATING INSTALLATION

.1 Flashing and detail base coat application: Complete base coat and fiberglassreinforcement at parapets, curbs, penetrations, and drains prior to application of fieldof fluid applied membrane. Apply base coat in accordance with manufacturer’swritten instructions..1 Extends coating minimum of 200 mm up vertical surfaces and 100 mm onto

horizontal surfaces. .2 Back roll to achieve minimum wet mil coating thickness of 48 mils unless

otherwise recommended by manufacturer; verify thickness of base coat aswork progresses.

.3 Embed fiberglass reinforcement into wet base coat. Lap adjacent flashingpieces of fiberglass minimum 75 mm along edges and 150 mm at end laps.

.4 Roll surface of fiberglass reinforcing to completely embed and saturate fabric.Leave finished base coat with fabric free of pin holes, voids, or openings.

.5 Roof Drains: Install base coat onto surrounding membrane surface and metaldrain bowl flange. Install target piece of fiberglass reinforcement immediatelyinto wet base coat and roll to fully embed and saturate fabric. Reinstallclamping ring and strainer following application of top coat. Replace brokendrain ring clamping bolts.

.6 Allow base coat to cure prior to application of top coat.

.7 Following curing of base coat and prior to application of top coat, sand raisedor exposed edges of fiberglass reinforcement.

.2 Base coat: Apply base coat to field of membrane in accordance with manufacturer’swritten instructions..1 Apply base coat on prepared and primed surfaces and spread coating

evenly. .2 Back roll to achieve minimum wet mil coating thickness of 48 mils unless

otherwise recommended by manufacturer; verify thickness of base coat aswork progresses.

.3 Embed fiberglass reinforcement into wet base coat. Lap adjacent pieces offiberglass minimum 75 mm along edges and 150 mm at end laps.

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.4 Roll surface of fiberglass reinforcing to completely embed and saturate fabric.Leave finished base coat with fabric free of pin holes, voids, or openings.

.5 Allow base coat to cure prior to application of top coat.

.6 Following curing of base coat and prior to application of top coat, sand raisedor exposed edges of fiberglass reinforcement.

.3 Top Coat: Apply top coat to field of membrane and flashings uniformly in acomplete, continuous installation..1 Prime base coat prior to application of top coat if top coat is not applied within

72 hours of the base coat application, using manufacturer's recommendedprimer.

.2 Apply top coat extending coating up vertical surfaces and out onto horizontalsurfaces. Install top coat over field base coat and spread coating evenly.

.3 Back roll to achieve wet mil thickness of 32 mils unless otherwiserecommended by manufacturer.

.4 Avoid foot traffic on new fluid-applied membrane for a minimum of 24 hours.

.4 Slip-Resistant Walkway Topcoat: Apply walkway second topcoat followingapplication and curing of top coat. Locate as indicated on Drawings.1 Mask walkway location with tape..2 Prime first top coat prior to application of walkway top coat if walkway top

coat is not applied within 72 hours of the first top coat application, usingmanufacturer's recommended primer.

.3 Back roll to achieve wet mil thickness of 20 mils unless otherwiserecommended by manufacturer.

.4 Broadcast 20 to 30 lbs. per 10 sq. meter of Slip-Resistant Top CoatAggregate in wet top coat.

.5 Back roll sand and top coat creating even dispersal of sand. Removemasking immediately.

3.6 ROOF ACCESSORIES

.1 Prior to application of flood coat, set and roof penetration accessory units inaccordance with manufacturer's product data. Set integral deck flange in full bed ofroofing cement and strip-in with three plies of roofing membrane set in full moppingsof bitumen. Extend flood coat to vertical projection of units. Install removable capper accessory manufacturer product data as applicable.

.2 Be responsible for making watertight joints to items projecting through or located onthe roof, to acceptance of Consultant.


.1 Roofing Inspector: Owner will engage a qualified roofing inspector to perform rooftests and inspections and to prepare test reports.

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.2 Roof Inspection: Contractor shall engage roofing system manufacturer's technicalpersonnel to inspect roofing installation, and submit report to the Consultant. NotifyConsultant or Owner 48 hours in advance of dates and times of inspections. Inspectwork as follows:.1 Upon completion of preparation of first component of work, prior to

application of re-coating materials..2 Following application of re-coating to flashings and application of base coat to

field of roof..3 Upon completion of re-coating but prior to re-installation of other roofing

components.

.3 Repair fluid-applied membrane where test inspections indicate that they do notcomply with specified requirements.

.4 Arrange for additional inspections, at Contractor's expense, to verify compliance ofreplaced or additional work with specified requirements.

3.8 PROTECTING AND CLEANING

.1 Protect roofing system from damage and wear during remainder of constructionperiod.

.2 Correct deficiencies in or remove coating that does not comply with requirements,repair substrates, and reapply coating.

.3 Clean overspray and spillage from adjacent construction using cleaning agents andprocedures recommended by manufacturer of affected construction.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 62 00Project No. 17506.F01 FLASHING AND SHEET METAL

Page 1

1 General


.1 Labour, Products, equipment and services necessary for flashing and sheet metalwork in accordance with the Contract Documents.

1.2 REFERENCES

.1 ASTM A653/A653M, Specification for Steel Sheet, Zinc-Coated (Galvanized) orZinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process.

.2 ASTM B209, Specification for Aluminum and Aluminum-Alloy Sheet and Plate.


.4 OIRCA, Ontario Industrial Roofing Contractors Association.

1.3 SUBMITTALS

.1 Shop drawings:.1 Submit shop drawings in accordance with Section 01 00 00 indicating:

.1 Proposed method of shaping, forming, jointing.

.2 Fastening, and application of flashing and sheet metal work.

.2 Samples:.1 Submit following samples in accordance with Section 01 00 00:

.1 50 x 50 mm samples of sheet metal material, colour and finish.

.2 Representative sample section of prepainted metal flashing illustrating S locking jointing method, minimum 600 mm long.

2 Products

2.1 MATERIALS

.1 All materials under work of this Section, including but not limited to, sealants andpaints are to have low VOC content limits.

.2 Prepainted sheet steel: ASTM A653/A653M; Classification LFQ, Grade A, Z275 zinccoating designation, 0.60 mm minimum base steel thickness, commercial quality,prefinished with Perspectra Series coating system by ArcelorMittal Dofasco, orWeatherX by Vicwest Steel. Colour as selected by Consultant.

.3 Aluminum flashings: Aluminum sheet: ASTM B209 and ANSI H35.1 AA1100aluminum alloy, H14 temper, minimum 1.0 mm thick. Clear anodized to AAMA 611per Aluminum Association Designation System for Aluminum Finishes AA-M12C22A31.

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Section 07 62 00 Montgomery Sisam Architects Inc.FLASHING AND SHEET METAL Project No. 17506.F01Page 2

.4 Isolation coating: Alkali resistant bituminous coating; ‘810-07' by Henry CompanyCanada Inc.

.5 Plastic cement: Trowel grade asphalt mastic.

.6 Sealant: ASTM C920, Type S, Grade NS, Class 25; High-performance,medium-modulus, one-part, neutral-cure silicone sealant. ‘CWS’ by Dow Corning orapproved alternative.

.7 Cleats and starter strips: Starter strips to be continuous, of same material as flashingused, 1.2 mm thick.

.8 Fasteners: Flat head roofing nails of length, type and thickness suitable for metalflashing application.

.9 Washers: of same material as sheet metal, 1 mm thick with rubber packings.

.10 Touch-up paint: Same colour and material as prepainted sheet steel, asrecommended by prefinished coating manufacturer.

2.2 FABRICATION

.1 Fabricate copings, flashings, curb counter flashings, starter strips, scuppers, andmiscellaneous flashings in accordance with OIRCA and to details shown.

.2 Form prepainted sheet material at shop to shapes shown. Make end joints whereadjacent lengths of metal flashing meet, in accordance with jointing methodspecified.

.3 Form pieces in 2400 mm maximum practical lengths. Make allowance for expansionat joints.

.4 Hem exposed edges 13 mm minimum on underside for appearance and stiffness. Mitre and seal corners with sealant.

.5 Reglets and Cap flashing: Form flashings of as detailed and in accordance withOIRCA. Provide slotted fixing holes and steel/plastic washer fasteners.

.6 Scuppers: .1 Form scuppers from prefinished steel sheet metal..2 Sizes and profiles as indicated..3 Provide necessary fastenings.

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Montgomery Sisam Architects Inc. Section 07 62 00Project No. 17506.F01 FLASHING AND SHEET METAL

Page 3

3 Execution

3.1 EXAMINATION


3.2 INSTALLATION

.1 Install coping flashings, curb counter flashings, starter strips, scuppers, andmiscellaneous flashings to details shown on the Contract Drawings and inaccordance with OIRCA.

.2 Use concealed fasteners. Exposed fasteners such as pop rivets are not allowed.

.3 Apply isolation coating to metal surfaces in contact with concrete or mortar.

.4 Install continuous starter strips to present a true, non-waving, leading edge. Anchor to back-up for a rigid, secure installation.

.5 Counterflash bituminous flashings at intersections of roof with vertical surfaces andcurbs. Flash joints using S-lock forming tight fit over hook strips.

.6 Make end joints using an S lock joint. Execute by inserting end coping length in 25 mm deep S lock formed in end of adjacent length. Extend concealed portion of Slock 25 mm outwards and nail to substrate. Face nailing of joints will not bepermitted.

.7 Seal where necessary to form weathertight seal between flashing and adjoiningsurfaces and between flashing and other work. Sealing work consists of beddingbetween members where possible. Tool sealant to concave profile where exposed.

.8 Insert metal flashing under cap flashing to form weathertight junction.

.9 Caulk flashing at cap flashing with sealant.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 85 00Project No. 17506.F01 FIRESTOPPING AND SMOKE SEALS

Page 1

1 General


.1 Labour, Products, equipment and services necessary for firestopping and smokeseals work in accordance with the Contract Documents.

1.2 REFERENCES

.1 ASTM E814, Test Method for Fire Tests of Through-Penetration Fire Stops.

.2 CAN/CGSB 19.13, Sealing Compound, One Component, Elastomeric, ChemicalCuring.

.3 CAN/ULC S102, Surface Burning Characteristics of Building Materials andAssemblies.

.4 CAN/ULC S115, Standard Method of Fire Tests of Firestop Systems.

.5 CAN/ULC S702, Thermal Insulation, Mineral Fibre for Buildings.

1.3 SUBMITTALS


00 00 indicating:.1 Performance criteria, compliance with appropriate reference standard,

characteristics, limitations..2 Product transportation, storage, handling and installation

requirements..3 Submit firestop and smoke seal manufacturer's Product data for

materials and prefabricated devices, including manufacturer's printedinstallation instructions.


.1 Fire rated and smoke sealed systems for each typical application.

.2 Construction details, accurately reflecting actual job conditions.

.3 ULC or Intertek Testing assembly listing.

.3 Certification:.1 Submit certified documentation from manufacturer for each worker

performing Work of this Section..2 Submit installer's and Product manufacturer's certification verifying

compliance with the Contract Documents and conformance with ASTM E814and CAN/ULC S115.

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Section 07 85 00 Montgomery Sisam Architects Inc.FIRESTOPPING AND SMOKE SEALS Project No. 17506.F01Page 2


.1 Perform Work of this Section by manufacturer-approved, skilled, qualified, andexperienced workers trained in installation of Work of this Section.

1.5 SITE CONDITIONS

.1 Conform to manufacturer's requirements and maintain a minimum temperature of 50

C for a minimum period of 24 h before application, during, and until application isfully cured.

.2 Maintain sealant at a minimum 18E C for best workability.

2 Products


.1 Acceptable manufacturers of rated systems include:.1 AD Fire Protection Systems Inc. .2 Hilti Canada Corporation..3 3M Canada Inc..4 Tremco Ltd.

2.2 MATERIALS

.1 All materials under Work of this Section, including but not limited to, primers andsealants are to have low VOC content limits.

.2 Firestop sealant: single component, low modulus, silicone rubber, moisture curing,ULC labelled to CAN/CGSB 19.13-M and CAN/ULC S115.

.3 Firestop insulation: to CAN/ULC-S702, Type 2; mineral fibre manufactured from rockor slag, suitable for manual application..1 Density: Minimum 64 kg/m3 when tested to ASTM C303..2 Combustibility: Noncombustible to CAN/ULC S114..3 Melt temperature: >1175 degrees C..4 Surface burning characteristics: to CAN/ULC S102, maximum flame spread

of 0, smoke developed of 0..5 Moisture Absorption: 0.04 percent when tested to ASTM C1104..6 Smoulder Resistance: 0.01 percent when tested to CAN/ULC S129.

.4 Damming, back-up, supports, and anchorage: In accordance with manufacturer's firerated systems and to acceptance of authorities having jurisdiction.

.5 Primer: As recommended by firestopping sealant manufacturer.

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Page 3

2.3 SYSTEMS

.1 Firestopping and smoke seals: ULC or Intertek Testing Services listed Products andsystems in accordance with CAN/ULC S115 suitable to actual application andinstallation conditions.

.2 Do not use Products containing asbestos.

.3 Firestopping components shall not contain volatile solvents or require specialapplication to protect plastic pipe from firestopping compound.

3 Execution

3.1 EXAMINATION

.1 Verify condition and dimensions of previously installed Work upon which this Sectiondepends. Report defects to Consultant. Commencement of Work meansacceptance of existing conditions.

.2 Verify that substrates and surfaces to receive firestopping and smoke seals areclean, dry, and frost free.

3.2 FIRESTOP AND SMOKE SEAL LOCATIONS AND RATINGS

.1 Install ULC firestop and smoke seal system rated to match fire resistance ratings andsmoke seal ratings of assemblies into which they are installed.

.2 Install firestop and smoke seal systems. Use systems with required fire and smokeratings at following typical locations, including but not limited to:.1 Gaps at intersections of fire-resistance rated partitions..2 Control and sway joints in fire-resistance rated walls and partitions..3 Gaps at top of fire-resistance rated partitions..4 Penetrations through fire-resistance rated walls and partitions including

mechanical and electrical services and openings and sleeves for future use..5 Penetrations through fire-resistance rated floor slabs, ceilings, and roofs..6 Perimeter of retaining angles on rigid ducts greater than 0.012 m2,

firestopping material between retaining angle and fire separation andbetween retaining angle and duct, on each side of fire separation.

.7 At non-rated assemblies that require a smoke seal.

.8 Where required by Ontario Building Code.

3.3 PREPARATION

.1 Prepare, modify, and adjust void sizes, proportions, and conditions to conform to firerated and smoke sealed assembly requirements such as assembly opening size anddimensional restrictions.

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Section 07 85 00 Montgomery Sisam Architects Inc.FIRESTOPPING AND SMOKE SEALS Project No. 17506.F01Page 4

.2 Mask adjacent surfaces to avoid spillage and over-coating of adjacent surfaces.Remove stains from adjacent surfaces.

3.4 INSTALLATION

.1 Install firestopping and smoke seal systems in accordance with manufacturer'sinstructions and fire rated assembly to establish continuity and integrity of fireseparations.

.2 Install firestop insulation in compacted thicknesses required by ULC design. Compress insulation approximately 50 percent.

.3 Install primers as recommended by firestop and smoke seal Product manufacturers.

.4 Install temporary forming, damming, back-up as required, remove after materialshave achieved initial cure and will resist displacement.

.5 Install firestop and smoke seal filler in horizontal joints providing 25% compressionfit.

.6 Use resilient, elastomeric firestopping and smoke seal systems in following locations:.1 Openings and sleeves for future use..2 Penetration systems subject to vibration or thermal movement..3 Penetration systems in acoustical containment enclosures.

.7 Trowel and tool exposed firestop and smoke seal Product surfaces to uniform,smooth finish.

.8 Repair damaged firestopped and smoke sealed surfaces to acceptance ofConsultant.

.9 Identify each firestop and smoke seal penetration assembly with permanent labellisting following:.1 Assembly and rating in hours..2 Date of installation..3 Installing company's name and telephone number.

.10 Do not cover materials until full cure has taken place.

3.5 CLEAN-UP

.1 Remove excess materials and debris and clean adjacent surfaces immediately afterapplication.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 07 92 00Project No. 17506.F01 SEALANTS

Page 1

1 General


.1 Labour, Products, equipment and services necessary for sealant work in accordancewith the Contract Documents.

.2 Work of this Section does not include sealants in firestopping and smoke sealedassemblies.

.3 Work of this Section does not include sealant work identified in individualspecification sections.

1.2 REFERENCES

.1 ASTM C834, Specification for Latex Sealants.


.3 ASTM C1330, Specification for Cylindrical Sealant Backing for Use with Cold LiquidApplied Sealants.

1.3 SUBMITTALS

.1 Product data: Submit copies of Product data in accordance with Section 01 00 00describing type, composition and recommendations or directions for surfacepreparation, material preparation and material installation.

.2 Samples:.1 Submit following samples in accordance with Section 01 00 00:

.1 Two samples of sealant/caulking, for colour selection.

.2 Two samples of back-up material and primer for physicalcharacteristics.


.1 Qualifications: Work of this Section shall be executed by trained applicatorsapproved by sealant manufacturer and having a minimum of 5 years provenexperience.

.2 Mock-up:.1 Construct one 1200 mm long mock-up of each sealant type in location

acceptable to Consultant..2 Demonstrate joint preparation, sealant application and tooling. .3 Arrange for Consultant's review and acceptance..4 Mock-up may remain as part of Work if accepted by Consultant. Remove

and dispose of mock-ups which do not form part of Work..5 Upon acceptance, mock-up shall serve as a minimum standard of quality for

the balance of the work of this Section.

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Section 07 92 00 Montgomery Sisam Architects Inc.SEALANTS Project No. 17506.F01Page 2

.3 Pre-installation meetings: Arrange with manufacturer's representative and Consultantto inspect substrates, and to review installation procedures 48 hours in advance ofinstallation.

1.5 SITE CONDITIONS

.1 Do not install materials when ambient air temperature is less than 5EC, whenrecesses are wet or damp, or to manufacturer's recommendations.

1.6 DELIVERY, STORAGE AND HANDLING

.1 Arrange delivery of materials in original, unopened packages with labels intact,including batch number, and ensure that on-site storage is kept to a minimum. Donot store materials on site where there exists any danger of damage from moisture,direct sunlight, freezing and other contaminants.


.1 Submit an extended warranty for Sealant work in accordance with GeneralConditions, except that warranty period is extended to 2 years from date ofSubstantial Performance of the Work. .1 Warrant against leakage, cracking, crumbling, melting, shrinkage, running,

loss of adhesion and staining adjacent surfaces. .2 Coverage: Complete replacement including affected adjacent work.

2 Products

2.1 MATERIALS

.1 General: .1 All materials under work of this Section, including but not limited to, primers

and sealants are to have low VOC content limits..2 Use materials as received from manufacturers, without additives or

adulterations. Use one manufacturer's Product for each kind of Productspecified.

.2 Sealant Type A: ASTM C920, Type S, Grade NS, Class 25; One-part, non-sag type,in standard colours selected..1 ‘Dymonic' by Tremco..2 ‘CWS’ by Dow Corning Inc.

.3 Sealant Type B: ASTM C834; Pure acrylic siliconized sealant; in standard whitecolour (paintable)..1 ‘950A Siliconized Acrylic Latex Caulk’ by Sherwin Williams..2 ‘Tremflex 834 Silconized Sealant’ by Tremco Ltd.

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Page 3

2.2 ACCESSORIES

.1 Primers: Type recommended by material manufacturers for various substrates,primers to prevent staining of adjacent surfaces encountered on project.

.2 Joint backing: ASTM C1330; Round, solid section, closed cell, skinned surface, softpolyethylene foam gasket stock, compatible with primer and sealant materials, 30 to50% oversized, Shore A hardness of 20, tensile strength 140 to 200 kPa. Bondbreaker type surface.

.3 Bond breaker: Type recommended by material manufacturers.

.4 Void filler around the window frames to be one part expanding polyurethane foam.

.5 Cleaning agents: As recommended by material manufacturer, non-staining,harmless to substrates and adjacent finished surfaces.

2.3 MIXING

.1 Follow manufacturers instructions on mixing, shelf and pot life.

3 Execution

3.1 EXAMINATION


3.2 PREPARATION

.1 Prepare joints to receive sealants to manufacturer's instructions. Ensure that jointsare clean and dry and ferrous surfaces are free from rust and oil.

.2 Clean recesses to receive sealant, to be free of dirt, dust, loose material, oil, grease,form release agents and other substances detrimental to sealant's performance..1 Remove lacquer or other protective coatings from metal surfaces, without

damaging metal finish, using oil-free solvents. Remove rust, mill scale andcoatings from ferrous metals by wire brush, grinding or sand blasting.

.2 Ensure recess is dry.

.3 Do not apply sealants to joint surfaces treated with sealer, curing compound,water repellent, or other coatings. Remove incompatible coatings asrequired.

.3 Ensure that all materials in contact with sealant are compatible. Test substrate foradhesion.

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Section 07 92 00 Montgomery Sisam Architects Inc.SEALANTS Project No. 17506.F01Page 4

.4 Depth of recess: Maintain depth to ½ joint width up to a maximum of 13 mm and notless than 6 mm at centre of joint. For greater depth, use joint backing under. Whererecess is less than specified depth, cut back surface of recess to specified recessdepth.

.5 Install polyethylene backing rod in joints 6 mm or more in width. Roll backing rodinto joint. Do not stretch or bend backing rod. Install bond breaker to back ofrecess.

.6 Prime sides of recess, in accordance with sealant manufacturer's instructions.

.7 Condition products for use in accordance with manufacturer’s recommendations.

3.3 INSTALLATION

.1 Apply sealant immediately after adjoining work is in condition to receive such work.Apply sealant in continuous bead using gun with correctly sized nozzle. Usesufficient pressure to evenly fill joint.

.2 Ensure sealant has full uniform contact with, and adhesion to, side surfaces ofrecess. Superficial painting with skin bead is not acceptable. Tool sealant to smoothsurface, free from ridges, wrinkles, sags, air pockets, embedded impurities, dirt,stains or other defects. .1 At recesses in angular surfaces, finish sealant with flat profile, flush with face

of material at each side..2 At recesses in flush surfaces, finish compound with concave face, flush with

face of material at each side.

.3 Make sealant bead uniform in colour.

.4 Cure sealants in accordance with sealant manufacturer's instructions. Do not coverup sealants until proper curing has taken place.

.5 Immediately remove excess compound or droppings which would set up or becomedifficult to remove from adjacent finished surfaces, using recommended cleaners, aswork progresses. Do not use scrapers, chemicals or other tools which coulddamage finished surfaces. Remove defective sealant.

.6 Clean recesses and re-apply sealant.

.7 Remove masking tape immediately after joints have been sealed and tooled.

3.4 CLEANING

.1 Clean surfaces adjacent to joints, remove sealant smears or other soiling resultingfrom application of sealants. At metal surfaces, remove residue. Do not mar ordamage finishes on materials adjacent to joints. Repair or replace marred ordamaged materials.

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3.5 SCHEDULE OF LOCATIONS

.1 Following sealant location schedule is included for convenience and may not becomplete. Examine Contract Drawings and other specification sections anddetermine entire extent of work of this Section. Generally seal following locations:.1 Concrete, masonry, wood and stone to metal..2 Wood to masonry, concrete and stone..3 Metal to metal..4 All dissimilar materials..5 Where ‘sealant’ or ‘caulking’ in indicated on drawings.

.2 Sealant Type A:.1 Exterior joints between masonry and steel or aluminum..2 Exterior joints between steel or aluminum and concrete or masonry..3 Interior and exterior control joints, except in floors ..4 Door frames, louvre frames, interior and exterior side..5 Protrusions through interior and exterior walls and floors, interior and exterior

side, except where fire rated seals are required..6 Seal thresholds.

.3 Sealant Type B:.1 Perimeter of kitchen counters..2 Perimeter of interior windows. .3 Junction between drywall and masonry.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 08 14 16Project No. 17506.F01 WOOD DOORS

Page 1

1 General


.1 Labour, Products, equipment and services necessary for the wood doors work inaccordance with the Contract Documents.

1.2 REFERENCES

.1 ANSI A208.1, Particleboard.

.2 Architectural Woodwork Standards (AWS) - Quality Standards for ArchitecturalWoodwork.

.3 CSA O112 Series, Wood Adhesives.

1.3 SUBMITTALS

.1 Shop drawings: Submit shop drawings of wood doors in accordance with Section 0100 00 indicating detail thicknesses, core construction, veneers, finish, door sizes,quantities, fastenings and finishes.

.2 Samples: Submit the following samples in accordance with Section 01 00 00:.1 Two minimum 300 x 300 mm door samples for each type of finish and cut-a-

way corners showing construction and materials.


.1 Perform work in accordance with requirements of AWS, Quality Standards forArchitectural Woodwork, Premium Grade, except as indicated otherwise.


.1 Deliver, store, and handle wood doors in accordance with the AWS QualityStandards amended as follows:.1 Wrap wood doors individually in protective wrapping for shipment and Site

storage..2 Handle wood doors carefully to prevent damage; replace damaged doors..3 Store doors flat on a dry, level surface. Ventilate and maintain recommended

relative humidity before, during and after installation.

2 Products

2.1 MATERIALS

.1 General: All materials under work of this Section, including but not limited to,adhesives are to have low VOC content limits.

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Section 08 14 16 Montgomery Sisam Architects Inc.WOOD DOORS Project No. 17506.F01Page 2

.2 Wood doors (solid core): .1 5 ply wood door: As manufactured by Baillargeon Doors Inc. or Lambton

Doors..2 Core: To ANSI A208.1, minimum density 513 kg/m3 minimum, sanded faces,

of thickness to fill void. Extruded particle board cores with voids are notpermitted.

.3 Rails: .1 Top: 35 mm structural composite lumber..2 Bottom: 35 mm structural composite lumber.

.4 Stiles.1 16 mm hardwood laminated to 19 mm structural composite lumber..2 Edge detail: AWMAC No.2.

.5 Crossbanding: Minimum 2.2 mm thick minimum wood based composite.

.6 Door facing: Solid stock maple Veneer finished in accordance with Section 0991 00 to match existing doors.

.3 Edge finish: To match door facings.

.4 Adhesive: CSA O112 Series, Type I; Waterproof.

.5 Door frames: To match existing.

2.2 FABRICATION

.1 Fabricate doors to sizes indicated on drawings.

.2 Fabricate doors square, true, and free from distortion waves, ridges or core ghostlines. Factory machine doors for finish hardware and flooring.

.3 Fabricate doors using hot press construction technology. Bond stiles and rails tocore using adhesive. Sand for uniform thickness. Laminate door facing and trim, toassembled core in hot press.

.4 Cut and bevel stile edges as follows:.1 Lock side: 3 mm in 50 mm..2 Hinge side: 1.5 mm in 50 mm.

.5 Finish wood doors in factory and deliver to site ready for hanging.

3 Execution

3.1 EXAMINATION


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Montgomery Sisam Architects Inc. Section 08 14 16Project No. 17506.F01 WOOD DOORS

Page 3

3.2 INSTALLATION

.1 Install doors plumb, rigid, square, clear of floor finishes, and with correct rebateopening for door installation.

.2 Conform to requirements of AWS Quality Standard, for wood door installation.

3.3 ADJUSTING AND CLEANING

.1 Replace the following wood doors:.1 Warped more than 3 mm, measured at any point on door, relative to perfectly

flat surface..2 Core telegraphing visible at 1500 mm distance, under final Site lighting

conditions.

.2 Adjust doors for smooth and balanced door movement.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 08 44 00Project No. 17506.F01 ALUMINUM WORK

Page 1

1 General


.1 Design, labour, Products, tool, equipment and services necessary for Aluminumwork in accordance with the Contract Documents.

1.2 REFERENCES

.1 AAMA 2605, Voluntary Specification, Performance Requirements and TestProcedures for Superior Performing Organic Coatings on Aluminum Extrusions andPanels - Series: Components, Coatings and Finishes.

.2 AAMA CW-10, Care and Handling of Architectural Aluminum from Shop to Site.

.3 AAMA/WDMA/CSA 101/I.S.2/A440, Standard Specification for Windows, Doors, andUnit Skylights.

.4 ANSI H35.1M, Alloy and Temper Designation Systems for Aluminum (Metric).

.5 ASTM A167, Specification for Stainless and Heat-Resisting Chromium-Nickel SteelPlate, Sheet and Strip.

.6 ASTM A276, Specification for Stainless and Heat-Resisting Steel Bars and Shapes.

.7 ASTM A480/A480M-15, Standard Specification for General Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate, Sheet and Strip.

.8 ASTM B209M, Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

.9 ASTM B221M, Specification for Aluminum-Alloy Extruded Bars, Rods, Wires,Profiles and Tubes.


.11 ASTM E283, Standard Test Method for Determining Rate of Air Leakage ThroughExterior Windows, Curtain Walls, and Doors Under Specified Pressure DifferencesAcross the Specimen.

.12 ASTM E330, Standard Test Method for Structural Performance of Exterior Windows,Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

.13 ASTM E331, Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Static Air Pressure Difference.

.14 ASTM E783, Standard Test Method for Field Measurement of Air Leakage ThroughInstalled Exterior Windows and Doors.

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Section 08 44 00 Montgomery Sisam Architects Inc.ALUMINUM WORK Project No. 17506.F01Page 2

.15 ASTM E1105, Standard Test Method for Field Determination of Water Penetration ofInstalled Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or CyclicStatic Air Pressure Difference.

.16 ASTM F738M, Specification for Stainless Steel Metric Bolts, Screws, and Studs.

.17 CAN/CGSB 1.108-M, Bituminous Solvent Type Paint.

.18 NFRC 100, Procedure for Determining Fenestration Product U-factors.

.19 NFRC 200, Procedure for Determining Fenestration Product Solar Heat GainCoefficient and Visible Transmittance at Normal Incidence.

1.3 DEFINITION(S)

.1 Aluminum work: Shall mean aluminum solarium windows and framing, screens,doors, and framing mentioned in Part 2 of this Specification Section.


.1 Design Aluminum work to meet requirements of AAMA/WDMA/CSA 101/I.S.2/A440,ASTM E283, ASTM E330, ASTM E331, NFRC 100, NFRC 200 and to meetperformance and energy requirements specified herein and as required byauthorities having jurisdiction.

.2 Design Aluminum work in accordance with following Climatic Design Data forToronto contained in the Ontario Building Code:.1 Design temperature: January 1%, July 2 1/2% ..2 Hourly wind pressures: 1 in 50 year occurrence.

.3 Design Aluminum work to accommodate following without producing detrimentaleffect:.1 Cyclic 40EC daily thermal swing of components..2 Cyclic, dynamic loading and release of loads such as wind loads..3 13 mm vertical deflection in supporting structure and movement of supporting

structure due to live, dead load, and creep or deflections, seismic load, swaydisplacement and similar items.

.4 Design to prevent accumulation of condensate on interior side of Aluminum workframing under the following service conditions:.1 Interior summer temperature: 21EC..2 Interior winter temperature: 21EC..3 Exterior temperature: -20EC..4 Interior RH: 35%.

.5 Design windows in accordance to AAMA/WDMA/CSA -101/I.S.2/ A440, to thefollowing performance levels:.1 Performance class: CW.2 Minimum performance grade (PG): 30.

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.3 Minimum positive design pressure: 1440 Pa.

.4 Minimum negative design pressure: - 1440 Pa.

.5 Minimum water penetration test pressure: 220 Pa.

.6 Minimum air infiltration/exfiltration: A3.

.7 Condensation resistance: I57

.6 Restrict air infiltration/exfiltration, through Aluminum work in accordance with ASTME283 at pressure differential as indicated:.1 Entrance assemblies: 0.0003 m3/s m2 at differential of 300 Pa..2 Doors (per door): 2.78 m3/h m per linear metre of crack at differential of 75

Pa.

.7 Design and detail controlled drainage path to actively discharge water, which entersinto or forms within Aluminum work, to exterior; prevent accumulation or storage ofwater within Aluminum work. Prevent water from entering interior when tested inaccordance with ASTM E331.

.8 Design and detail air barrier, vapour retarder, and rainscreen products andassemblies into continuous and integrated Aluminum work envelope. OptimizeAluminum work design to align envelope layers and to minimize thermal bridges.

.9 Prevent deflection and permanent or progressive glazing displacement. Restricthorizontal and vertical mullion deflection to less than L/175 and 19 mm maximum forheights under 4115 mm and L/240 and 25 mm maximum for heights over 4115 mm.

.10 When tested at 150 percent of positive and negative wind-load design pressures,systems, including anchorage, do not evidence material failures, structural distress,and permanent deformation of main framing members exceeding 0.2 percent of spanin accordance with ASTM E330.

.11 Design anchorage inserts for installation as part of other Sections of work. Designanchorage assemblies to accommodate construction and installation tolerances.

.12 Provide all reinforcing within aluminum members as required by design and OBC toprovide structurally sound assembly. In any case, mullion size shall not be increaseddue to provision of reinforcing.

.13 Design Aluminum work and connections to substrate where the bottom of theAluminum work extends to a point below 1070 mm above finished floor level andseparates a floor level from an adjacent interconnected space to withstand therequired guard and handrail loads in accordance with the OBC and applicable localregulations. When requested by Consultant, provide a letter signed and sealed by aProfessional Engineer certifying that the Aluminum work conforms to the OBCrequirements.

.14 Design operable windows within reach of occupants with limiting stops up to 100mm.

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1.5 SUBMITTALS


.1 Plans, sections, details, type of extrusions, profiles, finishes, panels,operating components, doors, related flashings, closures, fillers, andend caps, and sealants.

.2 Products and glazing types.

.3 Calculations or modelling confirming Aluminum work conforms tospecified performance and energy requirements.

.4 Structural integrity of Aluminum work, anchorage inserts, and systeminstallation tolerances.

.5 Section and hardware reinforcement, anchorage, assembly fixings.

.6 Detailing, locations, and allowances for movement, expansion,contraction.

.7 Air barrier and vapour retarder continuity and path of cavity drainageand air pressure equalization.

.2 Samples:.1 Submit two samples of following in accordance with Section 01 00 00.

.1 250 mm long samples of each type of extrusion and finish.

.2 250 x 200 mm samples of insulating glass unit.

.3 One complete corner detail of door frame, glazing, and finish for eachdoor type.

.4 Each door hardware item for Consultant’s approval.

.5 250 x 200 mm sample of aluminum panel.

.6 200 x 200 mm sample of insect screen for operable windows forConsultant’s approval of fibreglass mesh.

.3 Reports:.1 Submit substantiating engineering data, and independent test results of pre-

tested, Aluminum work to substantiate compliance with the design criteriaincluding air leakage and water penetration conforming to ASTM E283 andASTM E331.

.2 Submit documentation to substantiate ten years of experience in Aluminumwork manufacture and installation.

.4 Close-out submittals: Submit Aluminum work data for incorporation into theOperations and Maintenance Manual as part of Section 01 00 00.


.1 Retain a Professional Engineer, licensed in Province of Ontario, with experience inAluminum work of comparable complexity and scope to perform the followingservices as part of the work of this Section:.1 Design of Aluminum work..2 Review, stamp, and sign shop drawings..3 Conduct on-Site inspections and prepare and submit inspection reports.

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.2 Shop mock-up:.1 Fabricate and erect one, full scale mock-up in shop of Aluminum work for

shop testing, including air leakage, water penetration, and deflection inaccordance with AAMA/WDMA/CSA 101/I.S.2/A440, ASTM E283, ASTME330, and ASTM E331.

.2 Demonstrate conformance to specified design requirements.

.3 Mock-up shall show full range of Products, finishes, textures, quality offabrication, and workmanship including, but not limited to, framing members,glazing units, anchorage, opening units, doors and transitions to adjoiningassemblies and materials.

.3 Site mock-up:.1 Provide and erect one full scale in-situ mock-up for testing of air and water

infiltration to ASTM E783 and ASTM E1105 to the satisfaction of anConsultant.

.2 Deliver and erect one, full scale mock-up of Aluminum work assembly, inlocation acceptable to Consultant.

.3 Demonstrate conformance to specified design requirements.

.4 Demonstrate installation procedures, finished look and quality ofworkmanship including, but not limited to, framing members, glazing units,anchorage, opening units, doors and transitions to adjoining assemblies andmaterials.

.5 Mock-up may form part of final Work, if acceptable to Consultant. Removeand dispose of mock-ups which do not form part of Work.


.1 Handle Aluminum work in accordance with AAMA CW-10.

.2 Protect aluminum surfaces with strippable coating. Do not use adhesive papers orsprayed coatings which bond when exposed to sunlight or weather. Do not removebefore final cleaning of building.


.1 Aluminum work: Submit an extended warranty for Aluminum work in accordancewith General Conditions, except that warranty period is extended to 5 years and 10years for solarium aluminum..1 Warrant against failure to meet the design criteria and requirements such as

interior leakage, frame condensation..2 Coverage: Complete replacement including affected adjacent work.

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.2 Glazing and glazing replacement: .1 Provide a 10 year warranty, commencing from date of Substantial

Performance, against defects in the insulating glass units and warrant themto be free from material obstruction of vision as a result of dust or filmformation on the internal glass surfaces by any cause, under normal designconditions. Warrant the following:.1 The insulating glass units shall be free from condensation, fogging

material obstruction of vision as a result of dust or film formation onthe internal glass surfaces by any cause under design conditions.

.2 The insulating glass units shall not change their mechanical designproperties and shall not in any way deteriorate, degrade, delaminateor change their visual appearance.

.3 The glass units will not break due to thermal shock and temperaturedifferential due to inherent glass faults, other than extrinsic glassbreakage.

.2 Warrant that glazing work is water and weather tight and free from distortion;that glazing materials will not deteriorate from exposure to the atmosphereand weather, will not be displaced, and will be free from permanentdeformation under load; and that glass and insulating glass units will not bebroken, cracked or scratched by causes resulting from defects in material,workmanship or design of glazing installation.

.3 Cracked or scratched glass, shrinking, cracking, staining, hardening, saggingof glazing materials; loosening or rattling of glass; and leaking of glazed jointswill be considered defective work.

.4 Warranty shall provide for the removal of defective Products, replacementwith new Products conforming to the specifications, and restoration of workdamaged by removal and replacement including labour and installation costs.

.5 Solarium re-glazing: All solarium glazing comes with a “limited lifetimewarranty”. Sealed units are 100% guaranteed against seal failures andbreakage for the first 20 years. Over the next 20 years, the warranty is pro-rated, and diminishes by 5% each year.

3. Manufacturer's finish Warranty: Provide manufacturer's written warranty namingOwner as beneficiary and covering finish degradation or failure of factory-appliedexterior fluoropolymer finish on Aluminum work within the warranty period; warrantfinish per AAMA 2605 for colour fade less than 5 units, maximum chalk rating of 8,and greater than 30% gloss retention. Warranty period for finish: 5 years from dateWork is certified as substantially performed.

2 Products

2.1 ACCEPTABLE MANUFACTURER(S) AND SYSTEM(S)

.1 Solarium framing: As manufactured by Four Seasons Solar Products Corp. (FourSeasons Sunrooms & Windows) or approved alternative.

.2 Solarium operable windows: As manufactured by Four Seasons Solar ProductsCorp. (Four Seasons Sunrooms & Windows) or approved alternative.

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.3 Aluminum doors:.1 Interior:

.1 ‘400A’ by Alumicor Limited.

.2 ‘400 Series' by CRL / U.S. Aluminum.

.3 ‘350 Series' by Windspec Inc..2 Exterior:

.1 ‘400A Insuldoor’ by Alumicor Limited.

.2 ‘400T Series' by CRL / U.S. Aluminum.

.3 ‘Insul 350' by Windspec Inc.

2.2 MATERIALS

.1 All materials under work of this Section, including but not limited to, sealants are tohave low VOC content limits.

.2 Aluminum extrusions and channels: ASTM B221 and ANSI H35.1 AA6063 alloy, T6temper..1 Profile and dimensions: Refer to Contract Drawings..2 Thermal breaks in frame members: Vertically aligned with glazing.

.3 Aluminum sheet: ASTM B209 and ANSI H35.1 AA1100 aluminum alloy, H14 temper,minimum 1.29 mm for sheets less than 610 mm wide and minimum 2.05 mm forsheets of a greater dimension.

.4 Stainless steel shapes: ASTM A276, Type 304, finish to AISI No. 4 or X-L Blend S asindicated. Sizes and shapes as shown.

.5 Stainless steel sheet and plate: ASTM A480/A480M, Type 304, finish to AISI No. 4. Size as shown

.6 Reinforcements and anchors: ASTM A167, Type 304 to AISI No. 2B finish. Size asshown.

.7 Glass and glazing materials: As specified in Section 08 80 00.

.8 Airseal and Aluminum work sealant: ASTM C920, Type S, Grade NS, Class 35; Onepart silicone, neutral cure sealant, medium modulus; ‘Contractors WeatherproofingSealant’ by Dow Corning Corporation or ‘Tremsil 400' by Tremco. Verify compatibilitywith insulating glass unit manufacturer's secondary sealant. Colour as later selectedby Consultant. Primer as recommended by manufacturer.

.9 Frame sealant: Type as recommended by the Aluminum work manufacturer.

.10 Joint backing: Closed cell foam polyethylene rod, outsized minimum 30-50% largerthan joint width and compatible with joint sealant. Product as recommended bysealant manufacturer.

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.11 Airseal transition membrane: ‘Sopraseal Stick 1100' by Soprema Inc., ‘Exoair 110' byTremco or ‘Air-Shield’ by W.R. Meadows. Membrane to come complete withapplicable primer.

.12 Anchors, clips, and angles: Extruded aluminum or stainless steel.

.13 Shims and blocking for frame: Rigid plastic, wood is not permitted.

.14 Flashings, closures and trim: 1.0 mm minimum aluminum sheet, finish to matchcurtain wall extrusion finish.

.15 Screws, bolts and other fasteners: ASTM F738M; Stainless Steel Type 304.

.16 Isolation coating: CAN/CGSB-1.108-M; Bitumastic coating, acid and alkali resistantmaterial.

.17 Spray Foam Insulation: CFC free, polyurethane foam in place, closed cell lowexpansion, one component, minimum density 15 kg/m3..1 'ENERFOAM' by Dow Chemical Canada..2 'IPF All Weather Pro' by Rivenco Industries.

.18 Window hardware: Manufacturer’s standard heavy duty corrosion resistant hardware.

.19 Door hardware: Supplied by finish hardware supplier under Section 08 70 00 forinstallation by door manufacturer.

.20 Insect screen (windows): Extruded aluminum frames containing heavy duty, finefibreglass mesh in accordance with AAMA/WDMA/CSA 101/I.S.2/A440. Screen tobe retained in place with turn clip type fixings. Provide samples for the Consultant’sapproval.

.21 Weatherstripping: Durable, non-absorbing material resistant to deterioration by agingand weathering.

2.3 FABRICATION

.1 Fabricate sections true to detail, free from defects impairing appearance, strengthand durability. Fabricate extrusions with sharp, well defined corners.

.2 Fabricate Aluminum work in accordance with reviewed shop drawings andmanufacturer’s written instructions.

.3 Fabricate, fit, and secure framing joints and corners accurately, with flush surfaces, and hairline joints. Apply frame sealant at joints for weatherproof seams.

.4 Conceal anchors, reinforcement and attachments from view. Fabricatereinforcement in accordance with design requirements.

.5 Do not expose manufacturer's identification labels on aluminum assemblies.

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Page 9

.6 Fabricate continuous sill flashings with intermediate anchor clips, and jointreinforcing, form to profile shown. Fabricate filler and closure pieces as necessary fora complete and weather tight installation.

.7 Certify aluminum windows as complying with the AAMA/WDMA/CSA 101/I.S.2/A440design criteria and requirements using an easily removable label located on theinside face of glazing.

.8 Position operable windows on main frame to provide direction of opening specified,free and smooth operation, without binding or sticking against main frame members.

.9 Fabricate doors and frames complete with internal reinforcements, cut-outs, andrecesses to accommodate finish hardware. Reinforce cut-outs to assure adequatestrength.

.10 Fabricate Aluminum work closures and trim from aluminum sheet. Form to profileshown. Make weathertight.

.11 Double weatherstrip windows and doors. Install weatherstripping in speciallyextruded ports and secure to prevent shrinkage or movement.

.12 Fabricate glazing recess with drainage to exterior.

.13 Fabricate 3 mm thick bent aluminum panels for existing guardrails at terrace level, indimension as indicated on drawings and finish to match existing panels.

.14 Fabricate custom stainless steel cap for top of existing laminated glass units atterrace level, in size as indicated on drawings.

2.4 ALUMINUM DOORS

.1 Fabricate doors of welded construction.

.2 Glazing stop: Aluminum, square, snap-on type, designed for glazing system.

2.5 FINISH

.1 Solarium aluminum finish: Manufacturer’s standard Dark Bronze finish.

.2 Doors: ‘Duranar (XL)' by PPG in accordance with AAMA 2605. Colour: To beselected by Consultant.

.3 Panel and sheet finish: As indicated on drawings to match adjacent extrusion finish.

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3 Execution

3.1 EXAMINATION


3.2 INSTALLATION

.1 Install Aluminum work in accordance with reviewed shop drawings, manufacturer'sinstructions, AAMA/WDMA/CSA 101/I.S.2/A440 and to meet requirements ofauthorities having jurisdiction.

.2 Install work of this Section securely, in correct location, level, square, plumb, atproper elevations, free of warp or twist.

.3 Apply isolation coating at 0.8 mm dry film thickness to prevent corrosive orelectrolytic action between dissimilar materials such as aluminum to concrete,masonry, galvanized steel and similar conditions.

.4 Install flashings, closures, and trim pieces.

.5 Fill voids between aluminum framing and adjacent construction with foam insulation.

.6 Install sills in maximum lengths possible. For sills over 1200 mm in length, maintain 3mm to 6 mm space at each end.

.7 Refer to Contract Drawings for glazing type locations. Install glazing in accordancewith Section 08 80 00.

.8 Automatic door operators to be supplied and installed by Section 08 70 00. Installdoors and hardware to manufacturers' written instructions. Clean and adjusthardware for correct performance.

.9 Install aluminum door manufacturer's standard weatherstripping at door frameperimeter. Install weatherstripping throughout entire length and width of doors atjambs and heads.

.10 Install doors and hardware to manufacturers' written instructions. Clean and adjusthardware for correct performance.

.11 Adjust operable parts for correct function.

.12 Remove damaged or unacceptable Products and assemblies from Site and replaceto Consultant's acceptance.

.13 Install glass presence markers, in two cross stripes extending from diagonal corners.Maintain markers until final clean-up.

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.14 Install aluminum bent panels at existing guardrails as indicated on drawings.

.15 Install stainless steel cap at top of existing laminated glass units as indicated ondrawings, to prevent water from entering the top edge of the panels.

3.3 ERECTION TOLERANCES

.1 Tolerances: Non-cumulative..1 Maximum variation from plumb: 1.5 mm/3 m non-cumulative or 12 mm/30 m,

whichever is less..2 Maximum misalignment of two adjoining members abutting in plane: 0.8 mm..3 Vertical and horizontal positions: +/- 3 mm..4 Racking of face: 6 mm, nil in elevation..5 Operable components: Consistent with smooth operation and weatherproof

performance..6 Maximum perimeter sealant joint between Aluminum work and adjacent

construction: 13 mm.

3.4 GLAZING PERIMETER AIRSEAL

.1 Install glazing perimeter airseal at entire perimeter of each insulating glass unit toachieve an airseal from insulating glass unit to curtain wall frame. Do not obstructpath of cavity drainage and air pressure equalization.

.2 Perform sealant work in accordance with manufacturer’s written requirements.

3.5 AIRSEAL TRANSITION MEMBRANE

.1 Install primer and airseal transition membrane in accordance with manufacturer'sinstructions. Install airseal transition membrane into extrusion reglet as indicated ondrawings. If there is no extrusion reglet, mechanically fasten airseal transitionmembrane to frame with batten bar fastened at 150 mm o.c.

.2 Overlap airseal transition membrane 75 mm minimum and lap in direction ofwaterflow.

.3 Coordinate airseal transition to adjacent parts of Work.

.4 Provide end-dams and terminations fabricated from same material as airsealtransition membrane or material recommended by membrane manufacturer at sills,lintels, openings, and where horizontal surfaces intersect with vertical surfaces toensure moisture is shed to exterior.

3.6 JOINT BACKING AND ALUMINUM WORK SEALANT

.1 Prepare substrate surface and mask as recommended by sealant manufacturer.

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.2 Install joint backing and sealant at Aluminum work and perimeter joints for weathertight installation in accordance with sealant manufacturer's instructions. Toolsealant. Remove excess sealant.

3.7 CLEANING

.1 Maintain Aluminum work, inside and outside, in clean condition throughoutconstruction period.

.2 Remove labels, protective material, and glass presence markers from prefinishedsurfaces.

.3 Remove AAMA/WDMA/CSA 101/I.S.2/A440 certification labelling when directed byConsultant, in writing.

.4 Wash Aluminum work with solution of mild detergent in warm water, with particularattention to recesses and corners. Wipe surfaces clean and dry.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 08 80 00Project No. 17506.F01 GLAZING AND GLAZING REPLACEMENT

Page 1

1 General


.1 Design, labour, Products, equipment, tools, and services necessary for glass,glazing and glazing replacement work in accordance with the Contract Documentsbut not limited to the following..1 Design, supply, erection, maintenance, and removal of scaffolding..2 Removal of existing glazed units..3 Refurbishing of existing aluminum framing..4 Installation of new glazed units.

1.2 REFERENCES

.1 ASTM D2240, Test Method for Rubber Property - Durometer Hardness.

.2 CAN/CGSB-12.1-M, Tempered or Laminated Safety Glass.

.3 CAN/CGSB-12.8, Insulating Glass Units.

.4 Glass Association of North America (GANA) Glazing Manual.


.1 Glass Design:.1 Design glass using a probability of breakage of 8 lites per 1000 at the first

application of design load..2 Perform stress analysis. Design units to accommodate live, dead, lateral,

wind, seismic, handling, transportation, and erection loads..3 Perform a thermal stress analysis on each glass unit with Low-E coating and

provide heat strengthening and/or tempered units as necessary to preventthermal breakage.

.4 Perform a thermal stress analysis on each insulating thermal unit and provideheat strengthening and/or tempered units as necessary to prevent thermalbreakage.

.5 Where required, design glazing units so as not to allow thermal stressfracture due to heat build-up behind insulating units.

.2 Structural Glazing:.1 Carry out design of structural silicone joints by rational analysis including all

movements specified herein. Maximum stress shall not exceed 138 kPa (20psi) in tension or shear for short term loading. Maximum stress in shear forlong term loading due to the dead load of glass shall not exceed 7 kPa (1 psi)or the limit imposed by sealant manufacturer, whichever is less.

.2 The joint shall be essentially rectangular in shape and shall include nointernal corners which could precipitate tearing or create high local stresses.

.3 Single Source Responsibility for Sealants, Gaskets and Other GlazingAccessories: In order to ensure consistent quality of performance, provide allglazing sealants and seals from a single manufacturer.

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Section 08 80 00 Montgomery Sisam Architects Inc.GLAZING AND GLAZING REPLACEMENT Project No. 17506.F01Page 2

.4 Preconstruction Compatibility and Adhesion Testing: Submit to sealantmanufacturer, samples of each glass, gasket, glazing accessory and glass-framing member that will contact or affect glazing sealants for compatibilityand adhesion testing. Schedule submission of test samples to providesufficient time for testing and analysis of results to prevent delay in theprogress of work.

.3 Limit glass deflection to flexural limit of glass with full recovery of glazing materials.

.4 Utilize inner light of multiple light sealed units for continuity of air and vapour seal.

1.4 SUBMITTALS

.1 Shop drawings: Submit shop drawings in accordance with Section 01 00 00 forfabrication and erection of glazing elements indicating full scale glazing details,details of existing glulam system, details of frame and stop profiles, materials,thicknesses, finishes, connections, joints, method of anchorage, number of anchors,supports, reinforcement, details, and accessories.

.2 Samples:.1 Submit following samples in accordance with Section 01 00 00. .2 Submit one sample of each type of glass.

.1 300 x 300 mm of each type of insulating glass unit, complete witheach different Low-E coating.

.3 Certificates: Submit manufacturer's certification that glass and glazing materials arecompatible.

.3 Submit compatibility and adhesion test reports from sealant manufacturer indicatingthat glazing materials were tested for compatibility and adhesion with glazingsealants. Include sealant manufacturer’s interpretation of test results relative tosealant performance and recommendations for primers and substrate preparationneeded for adhesion.

.4 Compatibility test report from manufacturer of insulating glass edge sealant,indicating that glass edge sealants were tested for compatibility with other glazingmaterials including sealants, setting blocks, edge blocks and any other material thatcontacts or can affect the edge seal.

.5 IGMA Compliance Audit: Submit in accordance with Section 01 00 00, a writtencertification of successful completion of a Compliance Audit within the last sixmonths.


.1 Insulating glass unit fabricators shall be a certified member of the Insulating GlassManufacturer’s Alliance (IGMA). IGMA members must participate in the certificationprogram and shall have successfully passed a Compliance Audit within the last sixmonths.

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.2 Installers qualifications: Perform work of this Section by a company that has aminimum of five years proven experience in the installation of glazing units of asimilar size and nature.

.3 Third party engineering: Provide third party engineering of existing glulam system tosuit proposed re-glaze and for structural glazing design.

1.6 SITE CONDITIONS

.1 Glaze with compounds, sealants, or tapes only when glazing surfaces are attemperatures over 4EC, and when positive that no moisture is accumulating on themfrom rain, mist, or condensation.

.2 When temperature of glazing surfaces is below 4EC, obtain from Consultant approvalof glazing methods and protective measures which will be used during glazingoperations.

1.7 DELIVERY, STORAGE AND HANDLING

.1 Deliver Products to the Place of the Work undamaged, in original, undamagedcontainers with manufacturer' labels and seals intact.

.2 Handle and store Products according to manufacturers' recommendations, and so asto prevent damage.

.3 Replace cracked, broken, or defective glass at no additional cost to the Owner.


.1 In accordance with Section 08 44 00.

2 Products


.1 Solarium glass manufacturers:.1 Four Seasons Solar Products Corp. (Four Seasons Sunrooms & Windows)..2 Or approved alternative.

.2 Other glass manufacturers:.1 AGC Flat Glass..2 Cardinal Glass Industries..3 Guardian Industries. .4 PPG Industries Ltd..5 Viracon Inc.

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2.2 MATERIALS

.1 All materials under work of this Section, including but not limited to, primers,coatings, sealers, sealants, adhesives and cleaners are to have low VOC contentlimits.

.2 Tempered glass: CAN/CGSB-12.1-M, Type 2, Class B, Category II, clear, minimum6 mm thick.

.3 Flat and curved glass system for solarium: Glass with a permanent titanium dioxidecoating on the exterior of the glass to break down organic matter by reacting to UVfrom the sun, and washes itself and dries streak free after a rain storm. Roof glasshas 12 interior coatings, while the wall glass has 8 interior coatings. ‘ConservaGlass’ by Four Seasons Sunrooms or approved alternative.

.4 Insulating glass units: To CAN/CGSB-12.8-M and IGMA requirements utilizing approved non-metallic PVC or Fibreglass edge spacer in black. Dual seal with a PIBprimary seal and silicone secondary seal.

.5 Argon gas: 100% pure. Argon gas to be used to fill air space at all insulated glassunits.

.6 Low-E coating: High performance sputtered low-E coating. Provide insulating glassunits with low-E coating edge deletion and low-E coating. Apply low-E coating tosecond surface unless otherwise indicated. ‘EnergySelect 36' by AGC Flat Glass,‘Cardinal LoE-272' by Cardinal Glass Industries or ‘SN 68' by Guardian Industries.

.7 Glazing types:.1 Type 1: TGL with Conserva glass technology outside, argon filled air space,

TGL with Conserva glass technology inside. At Solarium re-glazing. Overallthickness as indicated on drawings.

.2 Type 2: Clear TGL outside, argon filled air space, low-e coating, TGL inside. At exterior doors. 25 mm overall thickness.

.8 Glazing and rebate primers, sealants, sealers, and cleaners: Compatible with eachother. Type as recommended by glass manufacturer.

.9 Glazing sealant: Silicone sealant as recommended by glazing manufacturer. Verifycompatibility with insulating glass unit secondary sealant.

.10 Glazing Sealant (Structural Glazing):.1 Silicone, One Part in accordance with ASTM C920, Type S or M, Grade NS,

Class 25..2 Structural glazing tensile bead: ‘Spectrem 2 Sealant’ by Tremco or ‘Dow 795'

by Dow Corning..3 Structural glazing weather bead: ‘Spectrem 2 Sealant’ by Tremco or ‘Dow

795' by Dow Corning..4 Structural glazing (factory glazed): Two-part, neutral cure silicone sealant,

‘Proglaze ll’ by Tremco or ‘Dow 983' by Dow Corning.

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.5 Colour to later selection of Consultant.

.11 Heel & toe bead: Silicone sealant as recommended by glazing manufacturer.

.12 Glazing gasket: ‘Visionstrip’ by Tremco Ltd., extruded composite glazing seal, sizeas recommended by manufacturer.

.13 Glazing tape: ‘Polyshim II’ glazing tape EPDM shim.

.14 Glazing splines: Silicone, extruded shape to suit glazing channel retaining slot,colour as selected.

.15 Setting blocks: EPDM, 80 - 90 Shore A durometer hardness to ASTM D2240, sizedto suit glazing method, glass unit weight and area.

.16 Setting Block (Structural Glazing): Silicone setting blocks with Shore, Type Adurometer hardness of 85, plus or minus 5 to ASTM D2240, sized to suit glazingmethod, glass unit weight and area.

.17 Edge blocks: EPDM, 60-70 Shore A Durometer hardness, sized with 3 mm clearancefrom glass edge and spanning glass thickness(es). Capable of withstanding weightof glass unit, self adhesive on face.

.18 Glass presence markers: Easily removable, non-residue depositing.

.19 Screws, bolts and fasteners: Type 304 stainless steel.

2.3 FABRICATION

.1 Verify glazing dimensions on Site.

.2 Clearly label each glass lite with maker's name and glass type. Ensure labels areeasily removable, non-residue depositing type. Do not remove labels until after Workis accepted by Consultant.

.3 Fabricate glazing not less than 3 mm smaller than rebate size in either dimension;allow for edge spacers, shims, and setting blocks as necessary.

.4 Work shall have smooth finished surfaces free from distortion and defectsdetrimental to appearance and performance.

.5 Carefully make and fit details. Take special care with exposed finished work toproduce a neat and correct appearance to the Consultant's acceptance.

.6 Fabricate argon filled thermal units with air space filled minimum 90% with argongas.

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3 Execution

3.1 EXAMINATION


.2 Verify that openings for glazing are correctly sized and within tolerance. Ensure thatthere are no ill prepared work that will adversely affect the performance of work ofthis Section. Do not proceed with work until unsatisfactory conditions have beencorrected.

.3 Ensure that framing to be glazed is plumb, secure and permanently fixed in position.

.4 Verify that surfaces of glazing channels or recesses are clean, free of obstructions,and ready to receive glazing.

3.2 PREPARATION

.1 Glazing replacement:.1 Remove existing glazing where indicated to be replaced only as new glazing

is ready for installation. Openings shall not be open to weather for more thana few hours from removal of existing glazing to installation of new glazing.

.2 Carefully remove original aluminum caps, clean, refurbish, and store forreinstallation with new sealed glass units.

.3 Remove existing glass units complete with glazing compounds, gaskets, ortape.

.4 Thoroughly clean glass rebates and glass of dust, dirt, mortar and otherforeign materials prior to glazing. Remove oils and grease with non-stainingsolvents recommended by glazing manufacturer. Ensure rebates and glassare dry prior to installation.

.2 Clean contact surfaces with solvent and wipe dry.

.3 Seal porous glazing channels or recesses with substrate compatible primer orsealer.

.4 Prime surfaces scheduled to receive sealant.

3.3 INSTALLATION

.1 Provide glazing in accordance with IGMA recommendations. Provide continuouscontact between glazing tapes and gasket to the glazing.

.2 Install glazing to the work of Sections 08 44 00.

.3 Provide neat, straight sight lines. Trim excess glazing material flush with top of stopsand fixed leg of frames.

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.4 Remove protective coatings, glazing stops, clean rebate and glass contact surfaceswith solvent, wipe dry.

.5 Apply primer/sealer to contact surfaces, prior to glazing.

.6 Apply glazing tape as per manufacturer’s instructions including recommended cornersealant.

.7 Use setting blocks at 1/4 points and spacers to centre glass unit in frame.

.8 Install glazing in accordance with reviewed shop drawings and manufacturer'swritten instructions. Install glazing with full contact and adhesion at perimeter.Maintain edge clearance recommended by glass manufacturer.

.9 Apply a continuous heel bead of sealant around perimeter of inboard lite of thesealed unit and the metal framing.

.10 Re-install glazing stops ensuring continuous contact and rattle-free installation. Donot distort glass. Trim tape protruding more than 2 mm above stop.

.11 Install glazing gasket in accordance with manufacturer’s recommendations.

.12 Sealant:.1 Prepare substrate surface and mask as recommended by sealant

manufacturer..2 Install joint backing and sealant at aluminum work and perimeter joints for

weather tight installation in accordance with sealant manufacturer'sinstructions. Tool sealant. Remove excess sealant.

.13 Do not cut or abrade tempered, heat treated, or coated glass.

.14 Glaze doors in closed position.

.15 At glass-to-glass locations provide 6 mm gap between glass lites. Seal gap withsealant specified.

.16 Install glass presence markers in two cross stripes extending from diagonal corners.Maintain markers until final clean-up.

.17 Remove and dispose of existing glass units and broken, cut or abraded glass.

.18 Reinstall original aluminum caps to new insulated glass units.

.19 Remove, dispose of, and replace broken, cut, abraded glass, and defective glassincluding but not limited to production dimples, ‘tiger-stripping’, chips, cracks, etc.

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.20 Exterior glass: Glaze units with gasket on exterior side and glazing tape on interiorside. Seal gap between glazing and stop with sealant to depth equal to bite of frame.Apply cap head of sealant along void between stop and glazing, to uniform line, flushwith sight line. Tool or wipe sealant surface smooth.

.21 Exterior glass (Structural Glazing): Glaze units in accordance with reviewed shopdrawings and in accordance with manufacturer’s written instructions.

.22 Interior glass: Glaze interior glass using glazing gasket glazing tape.

3.4 CLEANING

.1 Immediately remove sealant and compound droppings from finished surfaces.

.2 Remove labels, protective material, and glass presence markers from prefinishedsurfaces.

.3 Clean glass surfaces with cleaning agents and methods in accordance withManufacturer’s written instructions.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 09 21 16Project No. 17506.F01 GYPSUM BOARD

Page 1

1 General


.1 Design, labour, Products, equipment and services necessary for gypsum boardwork.

1.2 REFERENCES

.1 ASTM A653/A653M, Specification for Steel Sheet, Zinc-coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanealed) by the Hot-Dip Process.

.2 ASTM C475, Specification for Joint Compound and Joint Tape for Finishing GypsumBoard.

.3 ASTM C645, Specification for Nonstructural Steel Framing Members.

.4 ASTM C665, Mineral-Fiber Blanket Thermal Insulation for Light Frame Constructionand Manufactured Housing.

.5 ASTM C754, Specification for Steel Framing Members to Receive Screw-AttachedGypsum Board.

.6 ASTM C834, Standard Specification for Latex Sealants.

.7 ASTM C840, Specification for Application and Finishing of Gypsum Board.

.8 ASTM C1002, Specification for Steel Self-Piercing Tapping Screws for theApplication of Gypsum Panel Products or Metal Plaster Bases to Wood Studs orSteel Studs.

.9 ASTM C1396, Specification for Gypsum Board.

.10 ASTM E84, Standard Test Method for Surface Burning Characteristics of BuildingMaterials.


.1 Design ceiling suspension system in accordance with manufacturer's printeddirections and ASTM C754.

.2 Design ceiling system for adequate support of electrical fixtures as required by thecurrent bulletin of the Electrical Safety Authority.

.3 Design hanger anchor and entire suspension system static loading not to exceed25% of their ultimate capacity including lighting fixture dead loads.

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Section 09 21 16 Montgomery Sisam Architects Inc.GYPSUM BOARD Project No. 17506.F01Page 2

.4 Design suspension system to support weight of mechanical and electrical items suchas air handling boots and lighting fixtures, and with adequate support to allowrotation/relocation of light fixtures.

.5 Design subframing as necessary to accommodate, and to circumvent, conflicts andinterferences where ducts or other equipment prevent the regular spacing ofhangers.

.6 Design wall framing system for wall assemblies with a height greater than 3000 mm.

1.4 REGULATORY REQUIREMENTS

1. Provide fire separations and fire protection exactly as specified in test designspecification that validates the specified rating. Verify that work specified in otherSections, as a part of the entire assembly, meets applicable validating test designspecification.

1.5 SUBMITTALS



characteristics, and limitations..2 Product transportation, storage, handling and installation

requirements.

.2 Shop Drawings:.1 Submit Shop Drawings in accordance with Section 01 00 00 indicating:

.1 Wall assemblies, suspension systems, adjacent construction,elevations, sections and details, dimensions, thickness, finishes andrelationship to adjacent construction.

.2 Framing and blocking for items being supported of wall systems.

.3 Certifications: Submit written certification stating that suspended ceiling system isdesigned for adequate support of electrical fixtures as required by the currentbulletin of the Electrical Safety Authority.


.1 Qualifications: Execute the work of this Section by skilled, qualified, andexperienced workers trained in the installation of the work of this Section.

.2 Retain a Professional Engineer, licensed in Province of Ontario, with experience in work of comparable complexity and scope, to perform following services as part ofwork of this Section:.1 Design of wall systems with height greater than 3000 mm..2 Design of suspended gypsum board assemblies..3 Review, stamp, and sign Shop Drawings and design calculations.

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.4 Conduct shop and on-site inspections, prepare and submit written inspectionreports verifying that this part of Work is in accordance with ContractDocuments and reviewed Shop Drawings.

1.7 SITE CONDITIONS

.1 Do not begin work of this Section until:.1 Mechanical and electrical work above the ceiling is complete..2 Substrate and ambient temperature is above 15EC..3 Relative humidity is below 80 %..4 Ventilation is adequate to remove excess moisture.

.2 Install temporary protection and facilities to maintain Product manufacturer's, andabove specification, environmental requirements 24 h before, during, and 24 h afterinstallation.

2 Products

2.1 MATERIALS

.1 General: All materials under work of this Section, including but not limited to,sealants, adhesives, and primers are to have low VOC content limits.

.2 Steel framing: ASTM C754; ASTM A653/A653-M, Z275; cold rolled, galvanized steelsheet..1 Bailey Metal Products Limited.2 Corus Metal Profiles

.3 Steel studs and track runners: ASTM C645; Galvanized steel studs and runners, 32 mm wide x depth as indicated on Contract Drawings. Formed from galvanized steelsheet, thicknesses as follows:.1 Studs less than 3000 mm: Minimum 0.53 mm (25 ga.). .2 Studs greater than 3000 mm and non-standard assemblies: Minimum 0.91

mm (20 ga.), unless stud thickness of greater thickness is required toaccommodate intended loading, spans, or conditions.

.3 Track runners and ancillary components to match stud thickness.

.4 Main carrying channels: ASTM C645; Formed from galvanized steel sheet, 38 x 19mm cold rolled, channels.

.5 Resilient channel: ASTM C645; 0.5 mm thick galvanized metal, 57 mm wide x 12mm deep for walls and ceiling to reduce sound transmission.

.6 Furring channels: ASTM C645; Formed from galvanized steel sheet, 22 mm wingedflange type, cold rolled.

.7 Furring channels (hat type): ASTM C645; 0.5 mm base steel thickness, galvanized. 70 mm wide x 22 mm deep hat shaped channel.

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.8 Heavy duty furring channels: ASTM C645; 0.9 mm steel thickness, galvanized hatshaped channel with a wider and deeper size as required by manufacturers.

.9 Hanger wires: 4.1 mm minimum diameter galvanized pencil rod.

.10 Tie wire: 1.6 mm thick minimum diameter, soft annealed, galvanized steel wire.

.11 Corner bead, casing bead, and special shapes: Formed from 0.6 mm thick minimum,galvanized steel sheet, designed to be concealed by joint compound.

.12 Control joint strip: Roll formed from galvanized steel sheet, with a tape protected recess, 6 mm wide x 11 mm deep.

.13 Screw fasteners: ASTM C1002 Type S; Corrosion resistant.

.14 Concrete anchors: tie wire sleeve anchors, ‘Redi-Drive Anchors' by ITW Red Heador approved alternative.

.15 Acoustic/Fire insulation: ASTM C665, Paperless, semi-rigid, spun mineral fibremats, of thickness as indicated on Contract Drawings, ‘Sustainable Insulation,NoiseReducer’ by CertainTeed, ‘EcoTouch Quiet Zone Pink Fiberglas AcousticInsulation’ by Owens Corning Inc. or ‘Roxul AFB’ by Roxul Inc.

.16 Sealants:.1 Acoustic sealant (non-rated): Non-hardening acoustic sealant for use at non-

rated assemblies, ASTM C834; Acrylic, mould resistant sealant, paintable. ‘Smoke and Acoustic Sealant CP506' by Hilti or approved alternative.

.2 Sealant (fire-rated): Non-hardening sealant for use at fire-rated assemblies:ASTM E84; Acrylic based firestop sealant, colour: red or white as selected byConsultant. ‘Flexible Firestop Sealant CP606' by Hilti or approvedalternative.

.3 Standard sealants: In accordance with Section 07 92 00.

.17 Gypsum board: ASTM C1396; gypsum board 12.7 mm thick of maximum practicallengths to minimize end joints, unless indicated otherwise. Furnish Board byCertainteed Gypsum Canada, CGC Inc., or Georgia-Pacific Canada LP.

.18 Fire rated gypsum board: ASTM C1396; gypsum board 15.9 mm thick of maximumpractical lengths to minimize end joints, unless indicated otherwise. Furnish Type XBoard by Certainteed Gypsum Canada, CGC Inc., or Georgia-Pacific Canada LP.

.19 Moisture and mould resistant board: 12.7 mm thick of maximum practical lengths tominimize end joints, unless indicated otherwise; ‘M2Tech Moisture and MouldResistant' by Certainteed Gypsum Canada, ‘Sheetrock Mold Tough’ by CGC Inc. or‘DensArmor Plus High Performance Interior Panel’ by Georgia-Pacific Canada LP.

20. Primer: Where indicated by board manufacturer, provide primer as required toachieve finishes as defined in ASTM C840.

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.21 Joint reinforcing tape: 1. Standard gypsum board: ASTM C475; 50 mm wide x 0.25 mm thick,

perforated paper, with chamfered edges. .2 Moisture resistant boards: ASTM C475; fibreglass mat joint tape as

recommended by board manufacturer to suit location.

.22 Bonding adhesive: Type for purpose intended and as recommended and approvedby manufacturer.

.23 Joint and patching compound: ASTM C475; Asbestos-free, supplied by manufacturerof gypsum board used.

.24 Fast setting patching compound: ASTM C475; Asbestos-free, Sheetrock orDurabond by CGC Inc., ‘Moisture and Mold Resistant Setting Compound withM2Tech’ by Certainteed Gypsum Canada or approved alternative.

.25 Access doors: Supplied by other Sections for installation as part of the work of thisSection.

3 Execution

3.1 EXAMINATION


3.2 SUSPENSION FRAMING

.1 Install ceiling systems in accordance with reviewed Shop Drawings andmanufacturer's written instructions.

.2 Install hanger wires plumb and securely anchored to the building structural framing,independent of walls, pipes, ducts, and metal deck; install additional framing andhangers to bridge interference items.

.3 Install hanger wires at 1200 mm maximum centres along carrying channels, not lessthan 25 mm, and not more than 150 mm from channel ends.

.4 Install additional hangers at lighting fixture and ductwork locations. Do not attachhanger wires to mechanical or electrical equipment. Do not support mechanical andelectrical fixtures and fitting on ceiling without the ceiling manufacturer's writtenacceptance.

.5 Install main carrying channels transverse to structural framing members. Lap maincarrying channels 200 mm minimum at splices and wire each end with two loops andprevent clustering or lining-up of splices.

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.6 Install furring channels at 400 mm o.c., not less than 25 mm, and not more than 150 mm from perimeter walls, at openings, at interruptions in ceiling continuity, and atchange in plane. Install furring channels to a tolerance of 3 mm maximum in 3600mm.

.7 Install additional main carrying and furring channels to frame and to reinforceopenings such as recessed lighting fixtures, access hatches, ceiling grilles, outletboxes, ventilating outlets and similar items.

3.3 STEEL STUDS AND FURRING

.1 Install steel studs and furring in accordance with reviewed Shop Drawings andmanufacturer's written instructions.

.2 Install steel stud partitions to underside of structure unless indicated otherwise.

.3 Install track runners at floors, ceilings, and underside of structure; align track runners accurately and secure to structure at 600 mm centres maximum.

.4 Install double top track runner assembly to prevent the transmission of structuralloads to steel studs.

.5 Install steel studs vertically at 400 mm o.c., unless otherwise indicated, and not morethan 50 mm from abutting walls, at openings, and at each side of corners. Installstuds securely to track runners.

.6 Schedule and coordinate steel framing installation with mechanical and electricalservices installation.

.7 Install full height, double studs at door and service openings, fastened together andstiffened back to the structure to prevent vibration when doors close.

.8 Provide double studs boxed together at all openings, sill, head and jambs and atdoor jambs, fastened together and stiffened back to the structure to preventvibration. At each opening exceeding 900 mm in width, double studs shall be 20 ga.extending to structure above, and adequately anchored at each end. Provide steelstuds above and below openings spaced at 400 mm oc maximum. All metal studpartitions above doors and screens over 1220 mm wide shall be secured to structureover and reinforced with sway bracing to stabilize walls to prevent lateral movement.

.9 Erect three studs at corner and intermediate intersections of partitions. Space 50mm apart and brace together with wired 19 mm channels.

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.10 Stiffen partitions over 2440 mm high or 3000 mm long, or both, with horizontalbracing extended for full length of partitions. Provide one line of bracing in partitions. Space lines to provide equal unbraced panels. Provide bracing for portions ofpartitions over door openings in partitions over 3000 mm high, and bracing bothabove and below openings in partitions located no greater than 150 mm from topand bottom of opening, and extending two stud spaces beyond each edge ofopening for both doors and windows. Wire tie or weld bracing to studs.

.11 Frame control joints using back to back double studs at abutting structural elements,at dissimilar backup interface, at dissimilar walls and ceilings, at structural expansionand control joints, at door and other openings, and at 9000 mm maximum spacing incontinuous runs. Install control joint strips and secure in place.

.12 Install additional support framing at openings and cutouts for built-in equipment,upper cabinet support, access panels and similar items.

.13 Attach to framing adequate steel reinforcing members or an 1.2 mm (18 ga.) steelstud mounted horizontally and notched around furring members to support the loadof, and to withstand the withdrawal and shear forces imposed by, items installedupon the work of this Section. Such items include, but are not restricted to,miscellaneous metals, coat hooks, washroom accessories, handrail anchors, rubrails, grab bars, guards, wall-hung cabinets and fitments, shelving, curtain and drapetracks, miscellaneous specialties; Owner supplied equipment; and minor mechanicaland electrical work. Heavy mechanical and electrical equipment shall be self-supporting in Divisions 21, 22, 23 and 26.

.14 Provide for support and incorporation of flush-mounted and recessed mechanicaland electrical equipment and fixtures only after consultation and verification ofmethods with those performing the work of Divisions 21, 22, 23 and 26.

.15 Install cross bracing in accordance with the steel stud manufacturer'srecommendations.

3.4 FIRE RATED ASSEMBLIES

.1 Install Products in fire rated assemblies in strict accordance with applicable ULCtested and approved designs.

.2 Stiffen fire rated walls over 3.66 m high, where linear length of wall is greater than2.44 m between perpendicular wall supports, with diagonal bracing above the ceilingextending perpendicular to wall at a 45E angle to structure above. Locate diagonalbracing at maximum 2.44 m o.c.

.3 Where double layers of gypsum board are shown, and required for fire rating, screwfirst layer to studs and furring and laminate the second layer to the first using jointfiller as an adhesive. Stagger joints between first and second layers.

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3.5 ACOUSTICAL INSULATION

.1 Install acoustic insulation in partitions, between steel studs, and as indicated onContract Drawings and in accordance with the manufacturer's instructions. Fill studcavities to full height of partitions and carefully cut and fit acoustic insulation aroundservices and protrusions.

3.6 ACOUSTICAL SEALANT

.1 Install acoustical sealant to acoustically insulated partitions in accordance with themanufacturer's instructions and Contract Drawings.

.2 Install acoustical sealant under floor runner track, at partition perimeter both sidesand at openings, cut-outs, and penetrations, concealed from view in the finalinstallation.

.3 Install firestop fill material behind fire rated acoustical sealant and provide firestopidentification tag.

.4 Smooth acoustical sealant with trowel prior to skin forming.

3.7 GYPSUM BOARD

.1 Comply with ASTM C840. Install gypsum board in accordance with reviewed ShopDrawings and manufacturer's written instructions.

.2 Install gypsum board vertically or horizontally, whichever results in fewer end joints. Locate end joints over supporting members.

.3 Install gypsum board in lightly butted contact at edges and ends and with 1.6 mmmaximum open space between boards; do not force gypsum board into place. Donot install imperfect, damaged or damp boards.

.4 Install gypsum board butting paired tapered edge joints, and mill-cut or field-cut endjoints; do not place tapered edges against cut edges or ends.

.5 Install vertical joints minimum 300 mm from the jamb lines of openings and staggervertical joints over different studs on opposite sides of partitions.

.6 Do not locate joints within 200 mm of corners or openings, except where controljoints occur at jamb lines or where openings occur adjacent to corners. Wherenecessary, place a single vertical joint over the centre of wide openings.

.7 Install gypsum board over concrete and concrete masonry units with adhesive asrecommended by gypsum board manufacturer where indicated on Drawings.

.8 Cut, drill and patch gypsum board as may be necessary to accommodate the work ofother trades.

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9. Fire Separations:1. Construct gypsum board assemblies, where located, in accordance with

tested assemblies to obtain required or indicated fire rated assemblies. As aminimum fire separations shall consist of metal framing covered on bothsides by fire-rated gypsum board.

2. Install assemblies tightly to enclosing constructions to maintain integrity of theseparations. Install casing beads at all perimeter edges.

3.8 CORNER, CASING BEADS AND TRIM

.1 Corner reinforcing bead: Install along all external angles, erect plumb, level and witha minimum of joints. Secure with screws at 225 mm o.c. apply filler over flangesflush with nose of the bead and extending at least 75 mm onto surface of board eachside of corner. When filler dries, apply a thin coat of topping cement and blend ontoadjoining surfaces.

.2 Casing bead: Install where wallboard butts against a surface having no trimconcealing the juncture and where shown on drawings. Erect casing beads plumb orlevel, with minimum joints, and secure with screws at 300 mm o.c. apply filler overflange flush with bead and extending at least 75 mm onto surface of board. Whendry, apply a thin coat of topping cement and blend onto adjoining surfaces.

.3 Recess channels and trim: Install recess channels and special metal trim whereshown. Secure to substrate. Provide casing beads full height on wallboard edges atrecess channels and metal trim.

3.9 JOINT TAPING AND FINISHING

.1 Install reinforcing tape and a minimum of 3 coats of joint compound over gypsumboard joints, metal trim and accessories, and screw fasteners in accordance with thegypsum board manufacturer's instructions.

.2 Fill gaps between ,and any imperfections in, gypsum boards with joint compound, allow to dry, and sand smooth ready for painting.

.3 Install finished gypsum board work smooth, seamless, plumb, true, flush, and withsquare, plumb, and neat corners.

.4 Finish gypsum board in accordance with ASTM C840 to the following grades:1. Level 0: No taping, finishing, or accessories required. Use above suspended

ceilings and within other concealed spaces, unless the assembly is fire rated,sound rated, sound or smoke controlled, or unless the space serves as an airplenum.

2. Level 1: At joints and interior angles embed tape in joint compound. Leavesurface free of excess joint compound. Tool marks and ridges areacceptable. Use above suspended ceilings and within other concealedspaces if the gypsum board assembly is fire rated, sound rated, sound orsmoke controlled, or the space serves as an air plenum.

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3. Level 2: At joints and interior angles embed tape in joint compound with oneseparate coat of joint compound applied over joints, angles, fastener heads,and accessories. Use for water resistant gypsum board indicated for use as asubstrate for ceramic tile.

4. Level 3: At joints and interior angles embed tape in joint compound with twoseparate coats of joint compound applied over all joints, angles, fastenerheads, and accessories. Apply joint compound smooth and free of tool marksand ridges. Use where heavy grade wall coverings are the final decoration.

5. Level 4: At joints and interior angles embed tape in joint compound with threeseparate coats of joint compound applied over all joints, angles, fastenerheads, and accessories. Apply joint compound smooth and free of tool marksand ridges. Use for all locations except those indicated for other finish levels.

6. Level 5: At joints and interior angles embed tape in joint compound with threeseparate coats of joint compound applied over all joints, angles, fastenerheads, and accessories. Apply a thin skim coat of joint compound, or amaterial manufactured especially for this purpose, to the entire surface.Leave surface smooth and free of tool marks and ridges. Use wheresemi-gloss or gloss finish coatings are the final decoration.

3.10 ACCESS DOORS

.1 Install access doors, supplied as part of other parts of the work, in accordance withmanufacturer’s written instructions.

3.11 SITE TOLERANCES

.1 Install metal support systems to ensure that, within a tolerance of +3 mm and -1.5mm for plaster thickness, finish surfaces will be flat within 3 mm under a 3 mstraightedge, and with no variation greater than 1.5 mm in any running 300 mm, andthat surface planes shall be within 3 mm of dimensioned location.

3.12 WORK IN EXISTING AREAS

.1 In existing areas, where existing gypsum board work has been demolished and/ordamaged and repair work is required, provide new gypsum board finish.

.2 Thoroughly prepare areas to be repaired. Provide neat, clean and straight cuts.

.3 Finish all repair work as specified for new work.

.4 In existing areas where existing openings are to be filled in with gypsum board,provide new gypsum board wall and ceiling construction. Ensure new board facesare flush with faces of abutting existing walls and ceilings.

3.13 REPAIR

1. Make good cut-outs for services and other work, fill in defective joints, holes andother depressions with joint compound.

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2. Make good defective work, and ensure that surfaces are smooth, evenly texturedand within specified tolerances to receive finish treatments.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 09 65 16Project No. 17506.F01 RESILIENT SHEET FLOORING

Page 1

1 General


.1 Labour, Products, equipment and services necessary for resilient sheet flooring workin accordance with the Contract Documents.

1.2 REFERENCES

.1 ASTM D2047, Standard Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine.

.2 ASTM F710, Standard Practice for Preparing Concrete Floors to Receive ResilientFlooring.

.3 ASTM F970, Standard Test Method for Static Load Limit.

.4 ASTM F1516, Standard Practice for Sealing Seams of Resilient Floor Products bythe Heat Weld Method.

.5 ASTM F1861, Specification for Resilient Wall Base.

.6 ASTM F1869, Standard Test Method for Measuring Moisture Vapor Emission Rate ofConcrete Subfloor Using Anhydrous Calcium Cloride.

.7 ASTM F 2170, Standard Test Method for Determining Relative Humidity in ConcreteSlabs Using in-situ Probes.

.8 ASTM F2034, Standard Specification for Sheet Linoleum Floor Covering.

.9 CAN/ULC-S102.2-M, Method of Test for Surface Burning Characteristics of Flooring,Floor Coverings, and Miscellaneous Materials and Assemblies.

.10 ISO 717-2, Acoustics - Rating of Sound Insulation in Buildings and of BuildingElements - Part 2: Impact Sound Insulation.

1.3 SUBMITTALS



characteristics, and limitations..2 Product transportation, storage, handling and installation

requirements.

.2 Shop drawings: Submit shop drawings indicating seam layout and weldingprocedures in accordance with Section 01 00 00.

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Section 09 65 16 Montgomery Sisam Architects Inc.RESILIENT SHEET FLOORING Project No. 17506.F01Page 2

.3 Samples: Submit two 250 x 200 mm samples of each type of sheet material andcolour in accordance with Section 01 00 00.

.4 Closeout submittals: Submit maintenance and cleaning data for incorporating intoOperations and Maintenance Manuals in accordance with Section 01 00 00.

1.4 SITE CONDITIONS

.1 Maintain air temperature and structural base temperature at flooring installation areaabove 20oC for 48 hr before, during and 48 hr after installation.

.2 Store materials for 2 days prior to installation in area of Work to achieve temperaturestability.

.3 Do not lay flooring in conditions of high humidity or where exposed to cold drafts. Inhot weather, protect from direct sunlight.

.4 Provide adequate ventilation during installation.


.1 Manufacturer’s warranty: Provide flooring manufacturer’s warranty naming Owner asbeneficiary, covering excessive wear for a period of 5 years from the date Work iscertified as Substantially Performed.

1.6 MAINTENANCE

.1 Submit extra 5% or to nearest full roll of each colour, pattern and type of flooringmaterial required for maintenance use. Identify each roll. Store where directed.Submit maintenance material in one piece and of same production run as installedmaterials.

2 Products

2.1 MATERIALS

.1 All materials under work of this Section, including but not limited to, primers andadhesives are to have low VOC content limits.

.2 Linoleum sheet flooring:.1 Conforming to ASTM F2034, Type 1, 2.5 mm thick, homogeneous resilient

flooring, made from natural ingredients, mixed and calendared onto a naturaljute backing.

.2 Flame spread: 150 to CAN/ULC-S102.2-M.

.3 Smoke developed: 160 to CAN/ULC-S102.2-M.

.4 Impact sound reduction: when tested to ISO 717/2, 6 dB.

.5 Slip resistance: Static coefficient of slip resistance meets or exceeds 0.6when tested in accordance with ASTM D2047.

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.6 Static load limit: 450 pounds per square inch when tested in accordance withASTM F970.

.7 Colour: Two colours to be selected by the Consultant from manufacturer’s fullcolour range. Provide samples for the Consultant’s approval.

.8 Acceptable products and manufacturers: 'Marmoleum' by Forbo Flooring orapproved alternative.

.3 Rubber base: ASTM F1861, Type TP, Group 1, rubber wall base, approximately 100mm high x 3 mm thick, coved profile, in lengths as long as possible includingpremoulded end stops and inner and outer corners. Colour: As selected byConsultant. ‘Traditional Wall Base’ by Johnsonite or approved alternative.

.4 Welding rod: type recommended by flooring manufacturer to complement flooring.

.5 Cove fillers and top edge caps: As recommended by flooring manufacturer.

.6 Primers and adhesives: Low VOC, waterproof, of types recommended by flooringmanufacturer for specific material on applicable substrate, above, on or below grade.

.7 Reducing edge strips, thresholds: Nitrile rubber plasticized vinyl, 80-95 Shore ADurometer, adhesive as recommended by manufacturer.

.8 Concrete skim coat compound: High-performance, rapid-setting cement based skimcoating compound. 'Ultra SkimCoat' by Mapei or approved alternative for fillingminor voids and leveling existing substrate.

.9 Stain sealer and polish: Type recommended by flooring manufacturer.

3 Execution

3.1 EXAMINATION


.2 Ensure concrete floors meet the following minimum requirements and requirementsof the flooring manufacturer. If there is a conflict between these requirements andthose of the flooring manufacturer, the more stringent shall apply..1 Internal Relative Humidity Test: Perform internal relative humidity testing in

accordance with ASTM F2170. Results shall not exceed 80% RH..2 Moisture Test: Moisture emissions from concrete subfloors (cured for a

minimum of 28 days) must not exceed 3 lbs per 1000sf per 24 hours (1.4 kgH2O/24 hr/93 m2) for acrylic adhesive and 5lbs for polyurethane adhesive viathe Calcium Chloride Test Method (ASTM F1869).

.3 The pH level of the subfloor surface shall not be higher than 9.9. If higher,subfloor must be neutralized.

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Section 09 65 16 Montgomery Sisam Architects Inc.RESILIENT SHEET FLOORING Project No. 17506.F01Page 4

.3 Ensure that sub-floors have been provided as specified without holes, protrusions,cracks, depressions or other major defects.

.4 Ensure that control joints have been filled and levelled.

.5 Defective work resulting from application to unsatisfactory surfaces will beconsidered the responsibility of those performing the work of this Section.

3.2 SUBFLOOR TREATMENT

.1 Flooring shall be installed over subfloors conforming to ASTM F710 for concrete.

.2 Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and otherdefects with sub-floor filler.

.3 Apply sub-floor filler to low spots and cracks to achieve floor level to a tolerance of1:1000, allow to cure.

.4 Meet ASTM F710 Standard for Concrete or other monolithic floors.

.5 Clean and remove all deleterious materials from surfaces to receive this work inaccordance with the adhesive manufacturer's recommendations.

.6 Prime concrete to flooring manufacturer's printed instructions.

3.3 FLOORING APPLICATION

.1 Apply adhesive uniformly using recommended trowel in accordance with flooringmanufacturers instructions. Do not spread more adhesive that can be covered byflooring before initial set takes place.

.2 Run sheets in direction of traffic. Double cut sheet joints and continuously sealaccording to manufacturer's printed instructions. Remove adhesive seepage ofseams or surface while adhesive is still wet.

.3 Heat weld seams in accordance with ASTM F1516 and manufacturer's printedinstructions.

.4 As installation progresses and after installation, roll flooring with minimum 45 kgroller to ensure full adhesion.

.5 Cut flooring neatly around fixed objects.

.6 Terminate flooring at centreline of door in openings where adjacent floor finish orcolour is dissimilar.

.7 Install reducing edge strips at unprotected or exposed edges where flooringterminates or where there are two finishes of different thicknesses.

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3.4 BASE APPLICATION

.1 Lay out base to keep number of joints at minimum.

.2 Prior to installing base, fill cracks and irregularities with a filler recommended bybase manufacturer.

.3 Set base in adhesive using a 3 kg hand roller, against wall and floor surfaces.

.4 Install straight and level to variation of 1:1000.

.5 Scribe and fit to door frames and other obstructions.

.6 Cope internal corners.

3.5 CLEANING AND SEALING

.1 Forty-eight hours after installation, clean sheet flooring surfaces with a mild soapsolution approved by finish manufacturer. Rinse clean and allow to dry.

.2 If recommended by flooring manufacturer, provide sealer for resilient flooring. Applystain sealer and allow to dry. Unless otherwise recommended by flooringmanufacturer, apply three to five coats of sealer as recommended by flooringmanufacturer and polish thoroughly.

3.6 PROTECTION OF FINISHED WORK

.1 Protect floors and bases from time of final set of adhesive until accepted byConsultant.

.2 Prohibit traffic on floor for 48 hours after installation.

.3 Cover cleaned surfaces with fibre reinforced, clean, non-staining clean, kraft paper. Secure in position with gummed tape to prevent drifting. Remove covering whendirected by Consultant.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 09 91 00Project No. 17506.F01 PAINTING

Page 1

1 General


.1 Labour, Products, equipment and services necessary for painting work in accordancewith the Contract Documents.

1.2 REFERENCES

.1 Master Painters Institute (MPI), Painting Specification Manual.

.2 SSPC Steel Structures Painting Council, Standards.

1.3 SUBMITTALS

.1 Product data:.1 Submit copies of manufacturer's Product data in accordance with Section 01 00

00 indicating:.1 Performance criteria, compliance with appropriate reference standard,

characteristics, limitations..2 Product transportation, storage, handling and installation requirements.

.2 Submit listing of manufacturer's Product types, Product codes, and Productnames, number of coats, and dry film thicknesses, corresponding to eachPainting Schedule code; submit listing minimum of 8 weeks before materials arerequired.

.2 Samples: .1 Submit following samples in accordance with Section 01 00 00.

.1 Three 300 x 150 mm draw downs of each colour minimum 4 weeksbefore paints are required.

.2 Identify each sample with Contract number and title, colour reference,sheen, date, and name of applicator.

.3 Certificates:.1 Submit certified documentation to confirm each airless spray painter has

minimum of 5 years experience on applications of similar complexity and scope..2 Submit certified documentation to confirm each worker has Provincial

Tradesman Qualification certificate of proficiency.

.4 Reports: .1 Submit written field inspection and test report results after each inspection..2 Submit Field Quality Control test result reports for alkali content, substrate

moisture, and dry film thickness..3 Submit electronic moisture meter manufacturer's specifications including

tolerances. Submit record of latest meter calibration to meet manufacturer'srecommendations.

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Section 09 91 00 Montgomery Sisam Architects Inc.PAINTING Project No. 17506.F01Page 2


.1 Finishing work: Perform work to MPI requirements for premium grade.

.2 Supervision: Have work supervised by a full-time qualified foreperson who has 10 yearsminimum experience on Contracts of similar complexity and scope.

.3 Ensure new top coat are compatible with existing surfaces to receive new paint finish.

.4 Mock-up:.1 Construct three 10 m2 mock-ups of different Paint Schedule code systems,

selected by Consultant, in locations acceptable to Consultant to demonstrateinstallation workmanship, colour, and hiding power of Products.

.2 Obtain Consultant's acceptance in writing before proceeding with the work ofthis Section.

.3 Mock-ups may remain as part of the Work if acceptable to Consultant and willserve as a standard for similar code systems.

.4 Repaint over mock-ups which do not form part of the Work.


.1 Install correct, safe temporary storage for paint, thinner, solvents, and other volatile,corrosive, hazardous, and explosive materials in accordance with requirements ofauthorities having jurisdiction.

.2 Post hazard warning signage in areas of storage and mixing. Install and maintainsufficient CO2 fire extinguishers of minimum 9 kg capacity, accessible in each storagemixing and storage areas.

.3 Maintain storage enclosures at minimum 10oC ambient temperature and tomanufacturer's instructions.

1.6 SITE CONDITIONS

.1 Apply coatings under the following conditions:.1 Exterior coatings (except Latex): 5o C minimum..2 Exterior latex coatings: 10oC minimum..3 24 hours minimum after rain, frost, condensation, or dew..4 When no condensation is possible (unless specifically formulated against

condensation)..5 Interior coatings: 7oC minimum..6 Relative humidity: 85% maximum..7 Not in direct exposure to sun light.

.2 Maintain temperature conditions indicated above for 24 hours before, during and 24hours after painting.

.3 Install clean plywood sheets to protect floors and walls in storage and mixing areas, from paint drips, spatters, and spills.

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.4 Apply sufficient masking, clean drop cloths, and protective coverings for full protectionof work not being painted including, but not limited to, the following:.1 Light fixtures, fire and smoke detectors..2 Sprinkler heads..3 Prepainted diffusers and registers..4 Prepainted equipment..5 Fire rating labels and equipment specification plates..6 Finished surfaces.

1.7 ENVIRONMENTAL PERFORMANCE REQUIREMENTS

1. Provide paint products meeting MPI "Green Performance Standard GPS-1-05".

1.8 MAINTENANCE

1. Deliver to Owner's place of storage on completion of work, sealed containers of eachfinish painting material applied, and in each colour. Label each container as for original,including mixing formula. Provide the following:.1 1 L of extra materials when less than 50 L are used for Project;.2 3.78 L of extra stock when 50 to 200 L are used;.3 7.57 L of extra stock when over 200 L are used.

2 Products

2.1 MATERIALS

.1 Paint:.1 All materials under work of this Section, including but not limited to, primers,

stains, and paints are to have low VOC content limits..2 Products in accordance with the MPI Painting Specification Manual, Exterior and

Interior Systems;.1 Manufacture's premium grade, first line Products..2 Uniform dispersion of pigment in a homogeneous mixture..3 Ready-mixed and tinted whenever possible.

.3 Products within each MPI paint system code: From single manufacturer.

.4 Acceptable manufacturers:.1 Benjamin Moore..2 Akzo Nobel..3 Para Painting & Coatings..4 PPG Canada Industries Limited (Dulux Paints)..5 Sherwin Williams.

.2 Brick stain: As manufactured by PermaTint Ltd. or approved alternative. Colour: Tomatch existing.

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.3 Wood Sealer: Three coat wood sealer system as manufactured by Sikkens or approvedalternative..1 Wood basecoat: One coat of translucent oil alkyd basecoat ‘Cetol 1RE' by

Sikkens..2 Wood topcoat: Two coats of ‘Cetol 23RE' by Sikkens topcoat consisting of

translucent alkyd resin and UV absorbers, in colour as selected by theConsultant.

2.2 COLOUR SCHEDULE

.1 Consultant will select choice of colours and gloss when compiling a Colour Scheduleafter award of Contract; allow for colour selection beyond paint manufacturer's standardcolour range.

.2 Refer to Colour Schedule for selected colour references.

.3 Conform to gloss reflectance definitions listed in MPI Specification Manual.

2.3 PAINTING AND FINISHING SCHEDULE

.1 Refer to Table 1, MPI Painting and Finishing Schedule coded systems, comply with MPIPainting Specification Manual.

Table 1: Painting andFinishing Schedule

EXTERIORSUBSTRATES

Typical substrates (Including but notlimited to)

MPIManualRef.

MPIFinishSystemCode

Topcoat

Masonry N/A N/A See Note 1

Structural steel andmetal fabrications

EXT5.1

EXT5.1D

Alkyd

Galvanized steel HM doors & doorframes

EXT5.3

EXT5.3B

Alkyd

INTERIORSUBSTRATES

Typical substrates (Including but notlimited to)

MPIManualRef.

MPIFinishSystemCode

Topcoat

Concrete blockmasonry

INT4.2

INT4.2A

Latex

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Table 1: Painting andFinishing Schedule

Metal Fabrications(Factory primed)

INT5.1

INT5.1R

Highperformancelatex

Galvanized metal HM doors & doorframes

INT5.3

INT5.3B

WB lightindustrialcoating

Glue laminated beamsand columns

N/A N/A See Note 2

Dressed lumber Doors and framesrequiring stain finish

INT6.3

INT6.3D

Alkydvarnish

Wood paneling &casework

Millwork INT6.4

INT6.4C

Semi-transparentstain

Wood paneling &casework

Millwork INT6.4

INT6.4E

Poly-urethane

Gypsum board, Drywall, walls,ceilings

INT9.2

INT9.2A

Latex

Gypsum board, Wet areas INT9.2

INT9.2F

Epoxy-modifiedlatex

.2 Notes:.1 Provide brick stain specified herein in accordance with this specification and the

manufacturers directions..2 Provide three coat wood sealer system consisting of one coat of the basecoat

and two coats of topcoat specified herein in accordance with this specificationand the manufacturers directions.

3 Execution

3.1 EXAMINATION

.1 Verify condition of previously installed Work upon which this Section depends. Reportdefects to Consultant. Commencement of work of this Section means acceptance ofexisting conditions.

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3.2 PREPARATION

.1 General:.1 Clean substrate surfaces free from, dust, grease, soiling, or extraneous matter,

which are detrimental to finish..2 Patch, repair, and smoothen minor substrate defects and deficiencies e.g.

machine, tool and sand paper marks, shallow gouges, marks, and nibs..3 Clean, sweep, and vacuum floors and surfaces to be painted, debris and dust-

free prior to painting..4 Refer to MPI Painting Specification Manual for surface preparation

requirements of substrates not listed here.

.2 Where finish hardware has been installed remove, store, re-install finish hardware, toaccommodate painting. Do not clean hardware with solvent that will remove permanentlacquer finishes.

.3 Alkali Content tests and neutralization:.1 Test for ph level using litmus paper on dampened substrate..2 Neutralize surfaces over 8.5 ph with 4% solution of Zinc Sulphate for solvent

based systems and tetrapotassium pyrophosphate for latex based systems, tobelow 8.0 ph, and allow to dry.

.3 Brush-off any residual Zinc Sulphate crystals.

.4 Coordinate paint system primer / sealer to be alkali-resistant.

.4 Substrate moisture tests:.1 Test for moisture content over entire surface to be painted, minimum one test/

2 m2 in field areas and one test/600 mm along inside corners including at ceilingto wall juncture.

.2 If any test registers above 10% allow entire substrate surfaces, within the plane,to dry further before paint system application. Install temporary drying fans ifnecessary.

.3 Re-test employing same criteria.

.5 Mildew removal: Scrub with solution of trisodium phosphate and sodium hypochlorite(Javex) bleach, rinse with water, and allow to dry completely.

.6 Cementitious and masonry (existing): Clean existing surfaces by pressure washingwhere indicated on drawings with a TSP solution and pressure range of 1500 - 4000 PSIat 6 - 12". Rinse areas with clean water and allow to throughly dry. Provide forcollection and disposal of water.

.7 Cementitious and masonry (Concrete, block): .1 Allow 28 days cure before painting..2 Coordinate repair of protrusion-chipping and grinding, and honeycomb filling

with responsible trades..3 Remove dirt, loose mortar, scale, powder, efflorescence, and other foreign

matter. .4 Remove form oil and grease with trisodium phosphate, rinse, and allow to dry

thoroughly.

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.5 Remove rust stains with solution of sodium metasilicate after thorough wetting;allow to dry thoroughly.

.8 Metal Fabrications (existing): Scrape and either hand or power wire brush surfaces toremove mill and scale.

.9 Galvanized steel sheet:.1 Z275 (Satin & Spangled Sheet): SSPC SP7 brush blast. .2 ZF075 (Wiped Coat): Remove contamination, wash with Xylene solvent. .3 Touch-up damaged galvanized areas with organic zinc rich primer.

.10 Galvanized iron and steel: Prepare galvanized and ungalvanized metal surfaces asfollows:.1 Unpassivated, unweathered and weathered: Remove contamination, wash with

Xylene or Toluol solvent, allow to dry thoroughly. Make paint systemprimer/sealer an etching type primer.

.2 Manufacturer pre-treated (including passivated): SSPC SP7.

.3 Touch-up damaged galvanized areas with organic zinc rich primer.

.11 Structural steel and miscellaneous metal fabrications:.1 Coordinate the following with the responsible trades:

.1 Rust, mars, mill scale, and weld-burn touch-ups.

.2 Oil, grease, weld flux and other residue removal..2 Prime paint items, not otherwise indicated to be primed as part of another

Section..3 Touch-up damaged galvanized areas with organic zinc rich primer.

.12 Wood (existing):.1 Rough woods: brush surface free of all dirt, dust and foreign matter with a wire

brush..2 Smooth woods: brush surfaces with a stiff fibre brush to remove dirt, dust etc..3 Sand/prepare to fully remove the existing finish on the laminated timber

elements and prepare for new high quality finish.

.13 Wood and Millwork:.1 Wood surfaces to be clean and dry with a moisture content of less than 15%..2 Remove foreign matter prior to prime coat; spot coat knots, pitch streaks and

sappy sections with sealer..3 Fill nail holes and fine cracks after primer has dried..4 Backprime interior and exterior woodwork.

.14 Factory primed surfaces:.1 Touch up damaged areas..2 Clean as required for top coat.

.15 Gypsum board (existing): .1 Remove dust, dirt, oil, grease, glue and all foreign material. Clean with stiff fibre

brush prior to applying primer coat..2 Coordinate repairs and touch-ups with the responsible trade.

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.3 Lightly sand surface to smooth out ridges and provide neat smooth surface.

.16 Gypsum board: .1 Apply primer/sealer paint to reveal defects and deficiencies and to equalize

absorption areas. .2 Coordinate repairs and touch-ups with the responsible trade. .3 Re-prime repairs.

.17 Coordinate with other trades to prevent:.1 Damage, and inadvertent activation of fire and smoke detectors..2 Odour and dust distribution by permanent HVAC systems including fouling of

ducts and filters.

.18 Field-mix Products in accordance with manufacturer's written instructions.

3.3 APPLICATION

.1 Apply painting systems in accordance with the MPI Painting Specification Manual. Applyeach Product to manufacturer's recommended dry film thickness.

.2 Painting systems listed are required minima, apply additional coats if necessary toobtain substrate hiding acceptable to the Consultant.

.3 Tint intermediate coats lighter than final top coats for identification of each succeedingcoat and to facilitate inspections. Include only manufacturer's recommended reducingand tinting accessories. Do not add adulterants.

.4 Primer to be specialized primer coating system as required by manufacturer for selectedcolour. Standard primer being tinted shall be tinted to a maximum of 1.5% by volume.

.5 Sand lightly between coats to achieve a tooth or anchor for subsequent coats.

.6 Apply paint uniformly in thickness, colour, texture, and gloss, as determined by theConsultant under adequate illumination and viewed at a distance of 1500 mm. Applyfinishes free of defects in materials and application which, in the opinion of theConsultant, affect appearance and performance. Defects include, but are not limited to:.1 Improper cleaning and preparation of surfaces..2 Entrapped dust, dirt, rust..3 Alligatoring, blisters, peeling..4 Scratches, blemishes..5 Uneven coverage, misses, drips, runs, and poor cutting in.

.7 Do not apply coatings on substrates which are not sufficiently dry. Unless indicatedotherwise, allow each painting system coat to cure dry and hard before following coatsare applied.

.8 Repaint entire areas of damaged or incompletely covered surfaces, to the nearest insideor outside corner; patching will not be permitted.

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.9 Miscellaneous painting requirements:.1 Paint projecting ledges, and tops, bottoms and sides of doors both above and

below sight lines to match adjacent surfaces. .2 Paint door frames, access doors and frames, door grilles, prime coated butts,

and prime coated door closers to match surface in which they occur..3 Finish closets and alcoves as specified for adjoining rooms..4 Paint light coves white whether a light lense is installed or not, unless otherwise

indicated..5 Paint interior columns to match walls of room..6 Allow for:

.1 2 wall colours per room, one ceiling colour per room.

.2 Different door colours in each functionally different area.

.3 Different colours on both sides of same door.

.10 Mechanical, electrical and other painting coordination:.1 Paint mechanical services in accordance with Mechanical Identification Division

21, 22 and 23..2 Coordinate painting of pipes, ducts, and coverings with the work of Division 21,

22 and 23 to precede pipe colour banding, flow arrows, and other pipeidentification labeling installation.

.3 Paint exposed conduit, pipes, hangers, ductwork, grilles, gratings, louvres,access panels, fire hose cabinets, registers, convector and radiator covers,enclosures, and other mechanical and electrical equipment including servicesconcealed inside cupboard and cabinet work; apply colour and sheen to matchadjacent surfaces, except as noted otherwise.

.4 Paint portions of surfaces such as duct interiors, piping, ductwork, hangers,insulation, walls, and similar items, visible through grilles, louvres, convectorcovers etc., matte black in colour.

.5 Remove the following to accommodate painting, carefully store, clean, then re-install on completion of each area and when dry:.1 Switch and receptacle plates, fittings and fastenings, grilles, gratings,

louvres, access panels, convector covers, and enclosures .


.1 Dry film thickness tests:.1 Test for film thickness over entire surface to be painted, minimum one test/2 m2

in field areas and one test/600 mm along inside corners including at ceiling towall juncture.

.2 If any test registers below specified thickness, re-apply paint to entire surfaceto nearest inside and outside corners.

.3 If test registers more than 50% above specified thickness, consult with paintmanufacturer, determine if problem exists, offer solutions to Consultant, andrepair as directed.

.4 Re-test employing same criteria after repair.

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3.5 CLEANING

.1 Remove spilled, splashed, and spattered paint promptly as work proceeds and oncompletion of work. Clean surfaces soiled by paint spillage and paint spatters. Repairor replace damaged work, as directed by Consultant.

3.6 PROTECTION

.1 Post Wet Paint signs during drying and restrict or prevent traffic where necessary.

.2 Post sign, after Consultant's inspection and acceptance of each room, reading:PAINTING COMPLETE - NO ADMITTANCE WITHOUT CONTRACTOR'SPERMISSION.

END OF SECTION

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Montgomery Sisam Architects Inc. Section 09 97 13Project No. 17506.F01 EXTERIOR STEEL COATINGS

Page 1

1 General


.1 Labour, Products, equipment and services necessary for exterior steel coatings workin accordance with the Contract Documents.

1.2 REFERENCES

.1 CAN/CGSB 85.10, Protective Coatings for Metals.

.2 SSPC Steel Structures Painting Council, Standards.

.3 SSPC-SP1, Solvent Cleaning.

.4 SSPC-SP10, Near-White Blast Cleaning.

1.3 SUBMITTALS



characteristics, limitations..2 Product transportation, storage, handling and installation

requirements..2 Submit listing of manufacturer's Product types, Product codes, and Product

names, number of coats, and dry film thicknesses, corresponding to eachPainting Schedule code; submit listing minimum of 8 weeks before materialsare required.

.2 Samples: .1 Submit following samples in accordance with Section 01 00 00.

.1 Three 300 x 150 mm draw downs of each colour minimum 4 weeksbefore paints are required.

.2 Identify each sample with Contract number and title, colour reference,sheen, date, and name of applicator.

.3 Certificates:.1 Submit certified documentation to confirm each airless spray painter has

minimum of 5 years experience on applications of similar complexity andscope.

.2 Submit certified documentation to confirm each worker has ProvincialTradesman Qualification certificate of proficiency.

.4 Reports: .1 Submit written field inspection and test report results after each inspection..2 Submit Field Quality Control test result reports for alkali content, substrate

moisture, and dry film thickness.

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Section 09 97 13 Montgomery Sisam Architects Inc.EXTERIOR STEEL COATINGS Project No. 17506.F01Page 2

.3 Submit electronic moisture meter manufacturer's specifications includingtolerances. Submit record of latest meter calibration to meet manufacturer'srecommendations.

.5 Closeout submittals: Submit maintenance instructions in accordance with Section 0100 00 for incorporation into Operation and Maintenance Manual.


.1 Applicators qualifications: Perform work of this Section by a company that has aminimum of five years proven experience in the application of coatings of a similarnature and that is approved by manufacturer. Submit to Consultant, applicator’scurrent certificate of approval by the material manufacturer as proof of compliance.

.2 Mock-up:.1 Construct three 3 m2 mock-ups of different Paint Schedule code systems,

selected by Consultant, in locations acceptable to Consultant to demonstrateinstallation workmanship, colour, and hiding power of Products.

.2 Obtain Consultant's acceptance in writing before proceeding with the work ofthis Section.

.3 Mock-ups may remain as part of the Work if acceptable to Consultant and willserve as a standard for similar code systems.

.4 Repaint over mock-ups which do not form part of the Work.


.1 Install correct, safe temporary storage for paint, thinner, solvents, and other volatile,corrosive, hazardous, and explosive materials in accordance with requirements ofauthorities having jurisdiction.

.2 Post hazard warning signage in areas of storage and mixing. Install and maintainsufficient CO2 fire extinguishers of minimum 9 kg capacity, accessible in eachstorage mixing and storage areas.

.3 Maintain storage enclosures at minimum 10EC ambient temperature and tomanufacturer's instructions.

1.6 SITE CONDITIONS

.1 Apply coatings under following conditions:.1 Exterior coatings: 5EC minimum..2 24 hours minimum after rain, frost, condensation, or dew..3 When no condensation is possible (unless specifically formulated against

condensation)..4 Not in direct exposure to sun light.

.2 Maintain temperature conditions indicated above for 24 hours before, during and 24hours after painting.

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Page 3

.3 Install clean plywood sheets to protect floors and walls in storage and mixing areas, from paint drips, spatters, and spills.

.4 Apply sufficient masking, clean drop cloths, and protective coverings for fullprotection of work not being painted such as:.1 Prepainted equipment..2 Fire rating labels and equipment specification plates.

2 Products


.1 All materials under work of this Section, including but not limited to, coatings are tohave low VOC content limits.

.2 Each material used in the application of each coating system shall be asrecommended or manufactured by the supplier of the coating and be in accordanceto CAN/CGSB 85.10.

.3 Coating Formula:.1 One coat epoxy primer, minimum 2 mil (0.051 mm) to 3 mils (0.076 mm) dry

film thickness. ‘Devran 201H Epoxy Primer' by Devoe High PerformanceCoatings (AkzoNobel) or ‘Amercoat Amerlock 2 High Solids Epoxy Coating’by PPG Protective & Marine Coatings, minimum 4 mils (0.102 mm) to 8 mils(0.204 mm) dry film thickness.

.2 Top coat: Minimum two (2) coats of ‘Devthane 379H Polyurethane’ by DevoeHigh Performance Coatings (AkzoNobel), minimum 2 mil (0.051 mm) to 3mils (0.076 mm) dry film thickness for each coat or ‘Amercoat 450H AcrylicAliphatic Polyurethane’ by PPG Protective & Marine Coatings, minimum 2mils (0.051 mm) to 5 mils (0.128 mm) dry film thickness per coat.

.3 Colour: As selected by the Consultant. Provide sample for Consultant’sapproval.

3 Execution

3.1 EXAMINATION


3.2 PREPARATION

.1 Clean steel prior to application of coating in accordance with Steel StructuresPainting Council Standards published in Steel Structures Painting Manual, Vol. 2,Systems and Specifications.

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Section 09 97 13 Montgomery Sisam Architects Inc.EXTERIOR STEEL COATINGS Project No. 17506.F01Page 4

.2 Prior to abrasive blast cleaning, remove oil and grease in accordance with SSPC-SP1 Solvent Cleaning.

.3 Prior to application of prime coat prepare steel surfaces in a manner as specified asSSPC-SP10 Near-White Blast Cleaning, to a surface profile of 0.5-0.75 mils (0.013-0.019 mm).

.4 Cover or mask surfaces adjacent to those receiving coating to protect work of othersand property from damage and soiling.

3.3 APPLICATION

.1 Apply coating in accordance with coating manufacturer's written applicationinstructions and specifications.

.2 Apply coatings with no runs, laps, voids, or other marks or irregularities, and withuniform colour, sheen and texture.

.3 Apply each successive coat only after the previous coat has dried.

.4 Refinish entire coated surface where finish is damaged or otherwise unacceptable. Surfaces exhibiting pin holes or other defects shall be recoated.

3.4 TOUCH-UP AND CLEANING

.1 Touch-up coating with top coats as required or where requested by the Consultant.

.2 Remove spilled, splashed, and spattered paint promptly as work proceeds and oncompletion of work. Clean surfaces soiled by paint spillage and paint spatters.


.1 Dry film thickness tests:.1 Test for film thickness over entire surface to be painted, minimum one test/2

m2 in field areas and one test/600 mm along inside corners including atceiling to wall juncture.

.2 If any test registers below specified thickness, re-apply paint to entire surfaceto nearest inside and outside corners.

.3 If test registers more than 50% above specified thickness, consult with paintmanufacturer, determine if problem exists, offer solutions to Consultant, andrepair as directed.

.4 Re-test employing same criteria after repair.

3.6 PROTECTION

.1 Post Wet Paint signs during drying and restrict or prevent traffic where necessary.

END OF SECTION

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Page 5

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Section 5 – Supplementary Conditions to CCDC 2-2008 Stipulated Price Contract Tender Call No. 271-2017 Contract No. N/A

PMMD V 5.15b – 2017.06.08 Page 5-1

The CCDC 2-2008 Stipulated Price Contract constitutes the General Conditions of Contract. The terms and conditions of the CCDC 2-2008 Stipulated Price Contract are modified by the

City of Toronto's Supplementary Conditions to CCDC 2-2008 Stipulated Price Contract "Supplementary Conditions"), attached here as Section 5.

CCDC 2-2008 is published by the Canadian Construction Documents Committee ("CCDC") and

is available for purchase at: http://www.ccdc.org/WhereToBuy/WhereToBuy.html

The Successful Bidder shall acquire the necessary copyright seal from CCDC and affix the seal on the cover page of CCDC 2 at the time it executes the CCDC 2 form of agreement.

CITY OF TORONTO

SUPPLEMENTARY CONDITIONS TO CCDC 2-2008

STIPULATED PRICE CONTRACT

June 2014

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Supplementary Conditions, June 2014 1

AMENDMENTS TO THE STIPULATED PRICE CONTRACT, CCDC2-2008

The Standard Construction Document for Stipulated Price Contract, English version, consisting of the Agreement Between Owner and Contractor, Definitions, and General Conditions of the Stipulated Price Contract, Parts 1 to 12 inclusive, governing same is hereby made part of these Contract Documents, with the following amendments, additions and modifications:

1. AGREEMENT BETWEEN OWNER AND CONTRACTOR

1.1 ARTICLE A-3-CONTRACT DOCUMENTS

1.1.1 Amend paragraph 3.1 by adding the following after the words, "The General Conditions of the Stipulated Price Contract":

- "These Supplementary Conditions

-The Specific Conditions, if any

-Drawings

-Specifications"

1.2 ARTICLE A-5 – PAYMENT

1.2.1 Delete paragraph 5.3 – Interest, in its entirety.

1.3 ARTICLE A-6 – RECEIPT AND ADDRESSES FOR NOTICES IN WRITING

1.3.1 Amend paragraph 6.1, by deleting the words, "or by facsimile" in the second sentence, the words, "facsimile or other form of" in the fourth sentence, and the words, "facsimile number" wherever they appear.

2. DEFINITIONS

2.1.1 Delete Definition 4, "Consultant", and replace it with the following:

"The 'Consultant', shall be the person or entity designated as the Consultant by the Owner, from time to time.

2.1.2 Add a new Definition, "Act", as follows:

"'Act" means the Construction Lien Act (Ontario), as amended."

2.1.3 Add a new Definition, "OHSA", as follows:

"'OHSA' means the Occupational Health and Safety Act (Ontario)."

2.1.4 Add a new Definition, "Submittals", as follows:

"Submittals

Submittals are documents or items required by the Contract Documents to be provided by the Contractor in accordance with the Contract Documents such as:

Section 5 - Supplementary Conditions to CCDC 2-2008 Stipulated Price Contract

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- Shop Drawings, samples, models, mock-ups to indicate details or characteristics, before the portion of the Work that they represent can be incorporated into the Work; and

- As-built drawings and manuals to provide instructions to the operation and maintenance of the Work.

2.1.5 Add a new Definition, "WSIB", as follows:

"'WSIB' means the Workplace Safety & Insurance Board."

2.1.6 Add a new Definition "Daily Work Records", as follows:

"'Daily Work Records' mean daily records detailing the number and categories of workers and hours worked or on standby, types and quantities of Construction Equipment, and descriptions and quantities of Product utilized."

3. GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT

Where a General Condition or paragraph of the General Conditions of the Stipulated Price Contract is deleted by these Supplementary Conditions, the numbering of the remaining General Conditions or paragraphs shall remain unchanged, and the numbering of the deleted item will be retained, unused.

3.1 GC 1.1 - CONTRACT DOCUMENTS

3.1.1 Delete paragraph 1.1.7.1 in its entirety and replace it with new paragraph 1.1.7.1:

"1.1.7.1 If there is a conflict within the Contract Documents, the order of priority of documents, from highest to lowest, shall be:

any amendment to the Agreement between the Owner and the Contractor,

the Agreement between the Owner and the Contractor, as amended by these Supplementary Conditions

the Definitions,

Specific Conditions

Supplementary Conditions,

the General Conditions,

the Drawings,

Division 1 of the Specifications,

Technical Specifications,

material and finishing schedules."

3.1.2 Delete paragraph 1.1.8 in its entirety and replace it with new paragraph 1.1.8:

"1.1.8 The Owner shall provide the Contractor, without charge, up to ten copies of the Contract Documents. If requested by the Contractor, the City shall provide additional copies at the cost of printing handling and shipping."


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3.1.3 Amend paragraph 1.1.9 by deleting the period at the end and replacing it with ", which shall not unreasonably be withheld."

3.2 GC 1.3 – RIGHTS AND REMEDIES

3.2.1 Amend paragraph 1.3.2 by deleting the word, "Consultant" and replacing it with "his representative".

3.3 GC 1.4 - ASSIGNMENT

3.3.1 Delete paragraph 1.4.1 in its entirety and replace it with the following:

"1.4.1 The Contractor shall not assign the Contract, either in whole or in part, without the written consent of the Owner."

3.4 GC 2.1 – AUTHORITY OF THE CONSULTANT

3.4.1 Delete paragraph 2.1 in its entirety and replace it with new paragraph 2.1:

"2.1.1 The Consultant will be the Owner's representative during construction and until the issuance by the Consultant of a certificate at completion of the Work ("Completion Certificate") or the issuance by the Consultant of a certificate of final acceptance ("Final Acceptance Certificate") whichever is later. All instructions to the Contractor including instructions from the Owner will be issued by the Consultant. The Consultant will have the authority to act on behalf of the Owner only to the extent provided in the Contract Documents.

2.1.2 The Consultant will inspect the Work for its conformity with the plans and Specifications, and record the necessary data to establish payment quantities under the schedule of tender quantities and unit prices or to make an assessment of the value of the Work completed in the case of a lump sum price contract.

2.1.3 The Consultant will investigate all claims of a change in the Work made by the Contractor and issue appropriate instructions.

2.1.4 In the case of non-compliance with the provisions of the Contract by the Contractor, the Consultant, after consultation with the Owner, will have the authority to suspend the Work for such reasonable time as may be necessary to remedy such non-compliance. The Contractor shall not be entitled to any compensation for suspension of the Work in these circumstances.

3.5 GC 2.2 - ROLE OF THE CONSULTANT

3.5.1 Amend paragraph 2.2.3 by deleting the second sentence thereof.

3.5.2 Amend paragraph 2.2.7 by deleting the words "except with respect to GC 5.1 – FINANCING INFORMATION REQUIRED OF THE OWNER."

3.5.3 Delete paragraph 2.2.16 and replace it with the following:

2.2.16 The Consultant and the Contractor will jointly conduct reviews of the Work to determine the date of Substantial Performance of the Work and completion of the Work as provided in GC 5.4 SUBSTNATIAL PERFORMANCE OF THE WORK and GC 5.7 – FINAL PAYMENT, respectively.

3.6 GC 2.4 - DEFECTIVE WORK

3.6.1 Amend paragraph 2.4.1 by adding the following at the end, "at no additional cost to the Owner"

3.6.2 Add new subparagraphs 2.4.1.1 and 2.4.1.2:


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"2.4.1.1 The Contractor shall rectify, in a manner acceptable to the Owner and the Consultant, all defective Work and deficiencies throughout the Work, whether or not they are specifically identified by the Consultant.

2.4.1.2 The Contractor shall prioritize the correction of any defective Work which, in the sole discretion of the Owner, adversely affects the day to day operation of the Owner."

3.7 GC 3.2 - CONSTRUCTION BY OWNER OR OTHER CONTRACTORS

3.7.1 Delete subparagraphs 3.2.2.4 and 3.2.2.5 in their entirety.

3.8 GC 3.4 - DOCUMENT REVIEW

3.8.1 Delete paragraph 3.4.1 in its entirety and replace it with new paragraph 3.4.1:

"3.4.1 The Contractor shall review the Contract Documents and shall report promptly to the Consultant any error, inconsistency or omission the Contractor may discover. Such review by the Contractor shall comply with the standard of care described in GC 3.14 STANDARD OF CARE. Except for its obligation to make such review and report the result, the Contractor does not assume any responsibility to the Owner or to the Consultant for the accuracy of the Contract Documents. The Contractor shall not be liable for damage or costs resulting from such errors, inconsistencies, or omissions in the Contract Documents, which the Contractor could not reasonably have discovered. If the Contractor does discover any error, inconsistency or omission in the Contract Documents, the Contractor shall not proceed with the Work affected until the Contractor has received corrected or missing information from the Consultant."

3.8.2 Add new paragraph 3.4.2:

"3.4.2 If the Contractor finds discrepancies in and/or omissions from the Contract Documents or has any doubt as to the meaning or intent of any part thereof, the Contractor shall immediately notify the Consultant, who will provide written instructions or explanations. Neither the Owner nor the Consultant will be responsible for oral instructions."

3.9 GC 3.5 - CONSTRUCTION SCHEDULE

3.9.1 Add the following sections 3.5.1.1.1 to 3.5.1.1.5

"3.5.1.1.1 The schedule shall take into account the sequence of construction and the completion dates contained in the information for bidders and the tender submission package;

3.5.1.1.2 Only computerised type schedules will be accepted;

3.5.1.1.3 The schedule must show the Project critical path and the critical path must be identified in a contrasting colour (red) from the other activities;

3.5.1.1.4 The schedule must clearly show, in weekly intervals, the logic and timing of major activities, proposed start dates and estimated duration for activities;

3.5.1.1.5 The schedule must have a level of detail sufficient to identify the Contractor and each specific Subcontractor and their respective parts of the Work and the specific location thereof."


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3.10 GC 3.6 – SUPERVISION

3.10.1 Amend paragraph 3.6.1 by adding the following after the words, "competent representative", "who shall be a Competent Person, as that term is defined in the Occupational Health and Safety Act,", and by deleting the last sentence, and replacing it with the following, "The Contractor shall not be entitled to change the Competent Person without the prior written authorization of the Owner, which shall not be unreasonably withheld."

3.10.2 Add paragraphs 3.6.3 to 3.6.7 as follows:

"3.6.3 The Contractor shall furnish competent and adequate staff, who shall be in attendance at the Place of the Work at all times, as necessary, for the proper administration, co-ordination, supervision and superintendence of the Work; organize the procurement of all Product and Construction Equipment so that they will be available at the time they are needed for the Work; and keep an adequate force of skilled workers on the job to complete the Work in accordance with all requirements of the Contract Documents.

3.6.4 Prior to commencement of the Work, the Contractor shall select a competent and experienced full time Project manager (the “Project Manager”) who shall be in attendance at the Place of the Work or on the road and engaged in the Work at all times, and a competent and experienced full time site supervisor (the “Site Supervisor”) who shall be in attendance at the Place of the Work at all times. The Project Manager shall have full responsibility for the prosecution of the Work, with full authority to act in all matters as may be necessary for the proper co-ordination, supervision, direction and technical administration of the Work, who shall attend site meetings in order to render reports on the progress of the Work and who shall have authority to bind the Contractor in all matters related to this Contract. The Project Manager and the Site Supervisor shall be satisfactory to the Owner and shall not be changed except for good reason and with the prior written approval of the Owner, which shall not unreasonably be withheld. The Project Manager may be the same person as the competent representative set out in section 3.6.1.

3.6.5 The Project Manager and Site Supervisor shall represent the Contractor at the Place of the Work and notices and instructions given to the Project Manager and/or the Site Supervisor shall be held to have been received by the Contractor.

3.6.6 The Owner acting reasonably, shall have the right to order the Contractor to remove from the Project any representative or employee of the Contractor, Subcontractors or Suppliers who, in the opinion of the Owner, are a detriment to the Project.

3.6.7. The Contractor shall provide the Owner and the Consultant with the names, work addresses and telephone numbers of the Project Manager, the Site Supervisor and other responsible field persons who may be contacted for emergency and other reasons during non-working hours.”

3.11 GC 3.7 - SUBCONTRACTORS AND SUPPLIERS

3.11.1 Add a new paragraph 3.7.1.4, as follows:

"3.7.1.4 at all times ensure full compliance with all of the Owner's policies including the Owner's Fair Wage Policy, and its collective agreements."

3.11.2 Delete paragraphs 3.7.3, 3.7.4, and 3.7.5 in their entirety, and replace them with sections 3.7.3, 3.7.4, 3.7.5, 3.7.6, 3.7.7, and 3.7.8 as follows:

"3.7.3 The Contractor may subcontract any part of the Work, subject to these General Conditions and any limitations specified in the Contract Documents.


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3.7.4 The Contractor shall notify the Consultant, in writing, of its intention to subcontract. Such notification shall identify the part of the Work and the Subcontractor with whom it is intended to subcontract.

3.7.5 The Contractor shall not, without the written consent of the Owner, and whose consent shall not be unreasonably withheld, change a Subcontractor who has been engaged in accordance with this General Condition.

3.7.6 The Contractor shall preserve and protect the rights of the Owner with respect to that part of the Work to be performed under subcontract and shall enter into agreements with the intended Subcontractors to require them to perform their Work in accordance with the Contract Documents and shall be as fully responsible to the Owner for acts and omissions of the Contractor's Subcontractors and of persons directly and indirectly employed by them as for acts and omissions of persons employed directly by the Contractor.

3.7.7 The Owner's consent to subcontracting by the Contractor shall not be construed as relieving the Contractor from any obligation under the Contract and shall not impose any liability on the Owner. Nothing contained in the Contract Documents shall create a contractual relationship between a Subcontractor and the Owner.

3.7.8 The Contractor and all associated Subcontractors shall be subject to the Owner's policies, including any Fair Wage Policy, if any, as may be adopted by the Owner from time to time, and any of the Owner's or legislated labour trades requirements. Failure to comply with these policies or requirements may lead to termination of the Contract, or rejection of a Subcontractor, as the case may be."

3.12 GC 3.8 - LABOUR AND PRODUCTS

3.12.1 Paragraph 3.8.2 is amended by adding the following sentence to the end:

"The Contractor shall not change the source of supply of any Product without the written authorization of the Consultant."

3.12.2 Amend paragraph 3.8.3 by adding the following at the end thereof:

"and shall not employ any persons on the Work whose labour affiliation (or lack thereof) is incompatible with other labour employed in connection with the Work or at the Place of the Work."

3.13 GC 3.11- USE OF THE WORK

3.17.1 Amend section 3.11.2 by adding the words, ", individuals and the area adjacent to the work.", at the end thereof.

3.14 GC 3.12- CUTTING AND REMEDIAL WORK

3.18.1 Amend paragraph 3.12.1 by adding the word, "coring," before the word, "cutting".

3.15 GC 3.13- CLEANUP

3.15.1 Amend paragraph 3.13.2 by adding the following at the end thereof, "all to the satisfaction of the Consultant and the Owner, acting reasonably."

3.15.2 Add a new paragraph 3.13.4 as follows:

"3.13.4 The Owner shall have the right to back charge cleaning to the


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Contractor if the cleaning is not completed within 24 hours of written notice to clean and the Owner shall have the right to back charge the cost of damage to the Place of the Work caused by the Contractor’s, Subcontractor’s or Supplier's transportation in and out of the Place of the Work if not repaired within 5 Working Days of written notice to repair or before final payment, whichever is earlier.”

3.16 GC 3.14 – STANDARD OF CARE

3.16.1 Add new General Condition 3.14 as follows:

"3.14.1 In performing its services and obligations under the Contract, the Contractor shall exercise a standard of care, skill and diligence that would normally be provided by an experienced and prudent Contractor supplying similar services for similar projects. The Contractor acknowledges and agrees that throughout the Contract, the Contractor's obligations, duties and responsibilities shall be interpreted in accordance with this standard. The Contractor shall exercise the same standard of due care and diligence in respect of any Products, personnel, or procedures which it may recommend to the Owner.

3.14.2 The Contractor further represents covenants and warrants to the Owner that there are no pending, threatened or anticipated claims that would have a material effect on the financial ability of the Contractor to perform its Work under the Contract."

3.17 GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER

3.17.1 Delete GC 5.1.1 and 5.1.2 in their entirety and replace them with "Intentionally left blank."

3.18 GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT

3.18.1 Amend paragraph 5.2.4 by deleting the words "calendar days" and replacing them with "Working Days".

3.18.2 Amend paragraph 5.2.7 by adding the following at the end thereof:

"Any Products delivered to the Place of the Work but not yet incorporated into the Work shall remain at the risk of the Contractor notwithstanding that title has passed to the Owner pursuant to GC 13.1 OWNERSHIP OF MATERIALS."

3.18.3 Add new paragraphs 5.2.8, 5.2.9 , 5.2.10, 5.2.11, 5.2.12, and 5.2.13 as follows:

"5.2.8 The Contractor shall submit a WSIB clearance certificate and a Statutory Declaration of Progress Payment Distribution by Contractor in a form acceptable to the Owner with each application for progress payment.

5.2.9 The Contractor shall, within 21 days of the signing of the Contract, and prior to the first claim for monthly payment, submit to the Owner a detailed breakdown of the lump sum tender price for the purpose of establishing monthly payments. The Owner, acting reasonably, reserves the right to modify costs allocated to the various breakdown items to prevent unbalancing.

5.2.10 Payment for mobilizing and setting up plant, temporary buildings and services, premiums and other disbursements, shall be prorated based on the value of the Work performed during a billable period..

5.2.11 Payment for bonds and insurance will be paid 100 per cent on the first progress payment, provided that respective invoices are submitted as proof of payment.

5.2.12 An “as-built” item shall be identified on the cost breakdown with a corresponding fair and reasonable value for the purpose of ensuring that the as-built information drawings are given due diligence. A detailed description of as-built information/drawings performed for that month shall accompany the invoice.


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5.2.13 Prior to applying for any payment from the City, the Contractor shall submit a monthly projected/estimated payment schedule based on the detailed construction schedule and the Contract Price for the duration of the Contract."

3.19 GC 5.3 - PROGRESS PAYMENT

3.19.1 Amend subparagraph 5.3.1.2 by adding the following sentence at the end thereof:

"For clarity, the ten calendar day period referenced in this paragraph shall not commence until such time as the Consultant has determined that he has received from the Contractor all required documents supporting the invoice and evidencing the Work being invoiced, all to the Consultant's reasonable satisfaction."

3.19.2 Amend paragraph 5.3.1.3 by deleting the number "20" and replacing it with the number, "30", and by deleting everything after the word "after" and replacing it with the following:

"the Consultant and the Contractor have reached mutual agreement on the amount of the invoice evidencing the Work being invoiced with required supporting documents."

3.20 GC 5.4 – SUBSTANTIAL PERFORMANCE OF THE WORK

3.20.1 Delete paragraph 5.4.3 in its entirety and replace it with the following:

"Immediately prior to the issuance of the certificate of Substantial Performance of the Work, the Contractor, in consultation with the Consultant, shall establish a schedule for completion of the Work and cor rec t ing def ic ien t Work , and the construction schedule shall be deemed to be amended to include this completion schedule."

3.20.2 Add new paragraphs 5.4.4 and 5.4.5:

"5.4.4 Prior to submitting its written application for Substantial Performance of the Work, the Contractor shall submit to the Consultant all:

.1 guarantees;

.2 warranties, completed as per paragraph 12.3.6;

.3 certificates;

.4 testing and balancing reports;

.5 distribution system diagrams;

.6 spare parts;

.7 maintenance/operation manuals;

.8 training manuals;

.9 samples;

.10 reports and correspondence from authorities having jurisdiction in the Place of the Work;

.11 Shop Drawings, and marked up Drawings;


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.12 completed as-built drawings in the latest edition of a Computer Assisted Design Drawing software program;

.13 inspection certificates;

and other materials or documentation required to be submitted under the Contract, together with written proof acceptable to the Owner and the Consultant that the Work has been substantially performed in conformance with the requirements of municipal, governmental and utility authorities having jurisdiction in the Place of the Work.

5.4.5 Where the Contractor is unable to deliver the documents and materials described in paragraph

5.4.4, then, provided that none of the missing documents and materials interferes with the use and occupancy of the Project in a material way, and except as described herein, the failure to deliver shall not be grounds for the Consultant to refuse to certify Substantial Performance of the Work. However, certification of Substantial Performance of the Work ma y be withheld if the Contractor f a i l s to deliver maintenance manuals, as required in paragraph 5.4.4.7, o r completed a s -built drawings, as required in subparagraph 5.4.5.12. Any documents or materials not delivered in accordance with paragraph 5.4.5 shall be delivered as provided in paragraph 5.7.1.2 of GC 5.7."

3.21 GC 5.5 - PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK

3.21.1 Amend paragraph 5.5.1.2 by adding the following at the end thereof:

"The Substantial Performance Statutory Holdback Release Payment Certificate will be a payment certificate releasing to the Contractor the statutory holdback due in respect of Work performed up to the date of Substantial Performance of the Work. Payment of such statutory holdback shall be due 46 days after the date of publication of the Certificate of Substantial Performance but subject to the provisions of the Construction Lien Act and the submission by the Contractor of the following documents: a satisfactory certificate of clearance from the WSIB; a Release and Waiver in a form acceptable to the City; and proof of publication of the Certificate of Substantial Performance."

3.21.2 Amend paragraph 5.5.2 by deleting from line 1, the words, "the statement" and replacing them with the words, "the documents".

3.21.3 Delete paragraph 5.5.3 in its entirety.

3.21.4 Amend paragraph 5.5.4 by deleting the last sentence and replacing it with the following: "In accordance with the Construction Lien Act, the Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work and, the Owner acting reasonably, may retain any amounts in respect of claims of third parties made to the Owner in respect of the Contract or the Work, and in respect of any claims the Owner may have against the Contractor."

3.22 GC 5.6 - PROGRESSIVE RELEASE OF HOLDBACK

3.22.1 Amend paragraph 5.6.1 by deleting the period at the end of the first sentence and substituting ",subject to, and in accordance with, the terms of this GC 5.6." and by deleting the last sentence thereof and by adding the following as paragraphs 5.6.1.1, and 5.6.1.2:

"5.6.1.1 The holdback in respect of a subcontract shall be released 46 days after the date the subcontract is certified complete , provided the Contractor submits the following to the Consultant:

(a) a document satisfactory to the Consultant that will release the Owner from all further claims relating to the subcontract, qualified by stated exceptions such as holdback monies;


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(b) evidence satisfactory to the Consultant that the Subcontractor has discharged all liabilities incurred in carrying out the subcontract;

(c) a satisfactory clearance certificate or letter from the Workplace Safety and Insurance Board relating to the subcontract; and

(d) a copy of the contract between the Contractor and the Subcontractor and a satisfactory statement showing the total amount due to the Subcontractor from the Contractor."

5.6.1.2 The Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work and any amounts in respect of claims of third parties made to the City in respect of the Contract or the Work. "

3.23 GC 5.7 - FINAL PAYMENT

3.23.1 Amend paragraph 5.7.1 by renumbering it as 5.7.1.1 and adding the following subparagraph as 5.7.1.2,.

"5.7.1.2 The Contractor’s application for final payment shall be accompanied by any documents or materials not yet delivered pursuant to paragraph 5.4.4. The Work shall be deemed not to be performed until all of the aforementioned documents have been delivered, and the Owner may withhold payment in respect of the delivery of any documents in an amount determined by the Consultant in accordance with the provisions of GC 5.8 WITHHOLDING OF PAYMENT."

3.23.2 Amend paragraph 5.7.4 by deleting the number, "5" and replacing it with "45".

3.24 GC 6.2 - CHANGE ORDER

3.24.1 Add new paragraphs 6.2.3 and 6.2.4 as follows:

"6.2.3 Work on a Lump Sum Basis

6.2.3.1 Any agreement reached by the Owner and Contractor on an adjustment of the Contract Price on either a lump-sum or unit price basis shall be subject to the conditions contained in this paragraph 6.2.3.

6.2.3.2 Where a change in the Work, is performed by the Contractor’s own forces, the negotiated lump sum price for change in the Work, or negotiated unit price(s) for each unit priced item shall be all-inclusive, except HST and mark-up as provided hereafter, and shall include, without limitation, all costs, charges, expenses and fees whatsoever required or related to perform such change, or such unit priced item. The Contractor shall be allowed a mark-up to a maximum amount of 15% of the lump sum price, or aggregate of unit items and applicable unit price(s), for such change, net of taxes on the first $100,000 and 10% thereafter. The Contractor shall provide a written quotation identifying each amount to be charged for transportation, labour, Product, Construction Equipment and services and all other costs for the performance of the Work. The HST, as applicable, shall be identified separately in a manner satisfactory to the Owner.

6.2.3.3 Where a change in the Work is performed by a Subcontractor’s forces, the Subcontractor’s lump sum price for change in the Work, or unit price (s) for each unit priced item shall be all-inclusive, except HST and mark-up as provided hereafter, and shall include all of its costs, charges, expenses and fees whatsoever required or related to perform such change, or such unit priced item. The Contractor shall provide a written quotation with back-up documentation from the Subcontractor identifying each amount to be charged for transportation, labour, Product, Construction Equipment and services and all other costs for the performance of the Work and the total price charged by the Subcontractor. The Subcontractor shall be allowed a mark-up to a maximum amount of 15% of the lump sum price, or aggregate of unit items and applicable unit price(s), for such change, net of taxes on the first $100,000 and 10% thereafter. The Contractor is allowed a maximum mark-up of 10% on the total price charged by the Subcontractor to the


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Contractor for such change, net of taxes and Subcontractor mark-up. The HST, as applicable, shall be identified separately in a manner satisfactory to the Owner.

6.2.3.4 In the event any of the change in the Work, contains items or parts that, in the opinion of the Consultant, are the same or equivalent to items for which the Contractor submitted unit prices in the tender submitted by the Contractor, then the prices in the tender shall be the prices paid by the Owner for that work or parts of the work in respect of any such change in the Work.

6.2.3.5 Where a change in the Work is performed either by the Contractor or a Subcontractor, and requires Construction Equipment, reasonable rental charges for Construction Equipment, such as tractors, bulldozers, ditching machines, air compressors, compactors, concrete mixers and graders, for the actual time required in operation for the performance of the Work must be agreed upon before commencing the Work.

6.2.3.6 The mark-ups provided for in paragraph 6.2.3.2 and 6.2.3.3 shall constitute the only compensation the Contractor shall be entitled to for any and all overhead, profit, incidental and administrative costs whatsoever related to the change, including but not limited to, costs relating to superintendence and supervision, shop drawing production, estimating, site office and home office expenses, workers tools, temporary facilities and controls, and coordination of any and all Work-related activities.

6.2.3.7 No claim whatsoever for a change in the Contract Time, delay, prolongation charges, remobilization or otherwise shall be permitted with respect to a change, unless first authorized by the Consultant and approved by the Consultant and set out in the Change Order or Change Directive, as the case may be, by the Owner.

6.2.3.8 No compensation for any change in the Work shall be allowed unless such change is first ordered in writing by the Consultant and authorized by the Owner.

6.2.4 Work on a Time and Material Basis

6.2.4.1 Where agreement is not reached on a lump-sum or unit price basis for a change in the Contract Price arising out of a change in the Work, the Owner may choose to issue a Change Order for Work on a Time and Material Basis, in which case the following provisions in this section 6.2.4 shall apply:

6.2.4.2 For the purposes of this paragraph 6.2.4, the following definitions apply:

Cost of Labour: means the amount of wages, salary, travel, travel time, food, lodging or similar items and Payroll Burden paid or incurred directly by the Contractor to or in respect of labour and supervision actively and necessarily engaged on the Work based on the recorded time and hourly rates of pay for such labour and supervision, but shall not include any payment or costs incurred for general supervision, administration or management time spent on the entire Work or any wages, salary or Payroll Burden for which the Contractor is compensated by any payment made by the Owner for Construction Equipment.

Cost of Product: means the cost of Product purchased, or supplied from stock, and valued at current market prices, for the purpose of carrying out extra Work, by the Contractor, or by others when such arrangements have been made by the Contractor for completing the Work, as shown by itemized invoices.

Operated Rented Construction Equipment: means rented Construction Equipment for which an operator is provided by the supplier of the Construction Equipment and for which the rent or lease includes the cost of the operator.

Payroll Burden: means the payments in respect of workplace insurance, vacation pay, employment insurance, sickness and accident insurance, pension fund and such other welfare and benefit payments forming part of the Contractor's normal labour costs.


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Rented Equipment: means Construction Equipment that is rented or leased for the special purpose of Work on a Time and Material Basis from a person, firm or corporation that is not an associate of the lessee as defined by the Securities Act, R.S.O. 1990, Chapter c.S.5, as amended, and is approved by the Consultant.

Road Work: means the preparation, construction, finishing and construction maintenance of roads, streets, highways and parking lots and includes all work incidental thereto other than work on structures.

Sewer and Watermain Work: means the preparation, construction, finishing and construction maintenance of sewer systems and watermain systems, and includes all work incidental thereto other than work on structures.

Standby Time: means any period of time which is not considered Working Time and which together with the Working Time does not exceed 10 hours in any one Working Day and during which time a unit of Construction Equipment cannot practically be used on other work but must remain on the site in order to continue with its assigned task and during which time the unit is in fully operable condition.

Structure Work: means the construction, reconstruction, repair, alteration, remodelling, renovation or demolition of any bridge, building, tunnel or retaining wall and includes the preparation for and the laying of the foundation of any bridge, building, tunnel or retaining wall and the installation of equipment and appurtenances incidental thereto.

The 127 Rate: means the rate for a unit of Construction Equipment as listed in OPSS 127, Schedule of Rental Rates for Construction Equipment Including Model and Specification Reference, which is current at the time the Work is carried out or for Construction Equipment which is not so listed, the rate which has been calculated by the Owner, using the same principles as used in determining The 127 Rates.

Work on a Time and Material Basis: means changes in the Work approved by the Consultant for payment on a time and material basis. The Work on a Time and Material Basis shall be subject to all the terms, conditions, Specifications and provisions of the Contract.

Working Time: means each period of time during which a unit of Construction Equipment is actively and of necessity engaged on a specific operation and the first 2 hours of each immediately following period during which the unit is not so engaged but during which the operation is otherwise proceeding and during which time the unit cannot practically be transferred to other work but must remain on the site in order to continue with its assigned tasks and during which time the unit is in a fully operable condition.

6.2.4.3 Daily Work Records prepared as the case may be by either the Contractor's representative or the Consultant and reporting the labour and Construction Equipment employed and the Product used for Work on a Time and Material Basis, shall be reconciled and signed each day by both the Contractor's representative and the Consultant.

6.2.4.4 Payment as herein provided shall be full compensation for all labour, Construction Equipment and Product to do the Work on a Time and Material Basis except where there is agreement to the contrary prior to the commencement of the Work on a Time and Material Basis. The payment adjustments on a time and material basis shall apply to each individual Change Order authorized by the Consultant.

6.2.4.5 The Owner will pay the Contractor for labour employed on each time and material project at 135% of the Cost of Labour up to $3000, then at 120% of any portion of the Cost of Labour in excess of $3000.

6.2.4.6 The Owner will make payment in respect of Payroll Burden for Work on a Time and Material Basis at the Contractor’s actual cost of Payroll Burden.


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6.2.4.7 At the Owner’s discretion, an audit may be conducted in which case the actual Payroll Burden so determined shall be applied to all Work on a Time and Material Basis.

6.2.4.8 The Owner will pay the Contractor for Product used on each time and material project at 120% of the Cost of Product up to $3,000, then at 115% of any portion of the Cost of Product in excess of $3,000.

6.2.4.9 The Owner will pay the Contractor for the Working Time of all Construction Equipment other than rented Construction Equipment and Operated Rented Construction Equipment used on the Work on a Time and Material Basis at the 127 Rates with a cost adjustment as follows:

(a) Cost $10,000 or less - no adjustment;

(b) Cost greater than $10,000 but not exceeding $20,000 - payment $10,000 plus 90% of the portion in excess of $10,000; and

(c) Cost greater than $20,000 - $19,000 plus 80% of the portion in excess of $20,000.

6.2.4.10 The Owner will pay the Contractor for the Working Time of Rented Equipment used on the Work on a Time and Material Basis at 110% of the invoice price approved by the Consultant up to a maximum of 110% of the 127 Rate. This constraint will be waived when the Consultant approves the invoice price prior to the use of the Rented Equipment.

6.2.4.11 The Owner will pay the Contractor for the Working Time of Operated Rented Construction Equipment used on the Work on a Time and Material Basis at 110% of the Operated Rented Construction Equipment invoice price approved by the Consultant prior to the use of the Construction Equipment on the Work on a Time and Material Basis.

6.2.4.12 The Owner will pay the Contractor for Standby Time of Construction Equipment at 35% of the 127 Rate or 35% of the invoice price whichever is appropriate. The Owner will pay reasonable costs for Rented Equipment where this is necessarily retained in the Place of the Work for extended periods agreed to by the Consultant. This will include Rented Equipment intended for use on other work, but has been idled due to the circumstances giving rise to the Work on a Time and Material Basis.

6.2.4.13 In addition, the Owner will include the Cost of Labour of operators or associated labourers who cannot be otherwise employed during the standby period or during the period of idleness caused by the circumstances giving rise to the Work on a Time and Material Basis.

6.2.4.14 Rented Equipment idled by the circumstances giving rise to the Work on Time and Material Basis to be returned to the lessor until the work requiring the Rented Equipment can be resumed. The Owner will pay such costs as result directly from such return.

6.2.4.15 When Construction Equipment is transported, solely for the purpose of the Work on a Time and Material Basis, to or from the Place of the Work, payment will be made by the Owner only in respect of the transporting units. When Construction Equipment is moved under its own power it shall be deemed to be working. Construction Equipment rates shall be subject to the approval of the Consultant.

6.2.4.16 Notwithstanding any other provision of this Section, no payment shall be made to the Contractor for or in respect of hand tools or equipment that are tools of the trade.

6.2.4.17 For changes in the Work, where the Work is performed by a Subcontractor the Owner shall pay the Contractor a mark up in the amount of 10 % of the first $10,000 plus 5 % of the amount in excess of $10,000.


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6.2.4.18 No further markup will be applied regardless of the extent to which the Work is assigned or sublet to others. If Work is assigned or sublet to an associate, as defined by the Securities Act no markup whatsoever will be applied.

6.2.4.19 At the start of the Work on a Time and Material Basis, the Contractor shall provide the applicable labour and Construction Equipment rates not already submitted to the Consultant during the course of such work.

6.2.4.20 Separate summaries shall be completed by the Contractor according to the standard form “Summary for Payment of Accounts on a Time and Material Basis”. Each summary shall include the order number and covering dates of the Work and shall itemize separately labour, Product and Construction Equipment. Invoices for Product, Rented Construction Equipment and other charges incurred by the Contractor on the Work on a Time and Material Basis shall be included with each summary.

6.2.4.21 Each month the Consultant will include with the monthly progress payment certificate, the costs of the Work on a Time and Material Basis incurred during the preceding month all in accordance with the Contract administrative procedures and the Contractor's invoice of the Work on a Time and Material Basis.

6.2.4.22 The final "Summary for Payment of Accounts on a Time and Material Basis" shall be submitted by the Contractor within 60 days after the completion of the Work on a Time and Material Basis."

3.25 GC 6.3 - CHANGE DIRECTIVE

3.25.1 Delete paragraph 6.3.7.1 in its entirety and replace it with the following:

".1 salaries, wages and benefits paid to personnel in the direct employ of the Contractor, applying the labour rates set out in the wage schedule in the Contract Documents or as otherwise agreed between the Owner and Contractor for personnel,

(1) carrying out the Work, including necessary supervisory services;

(2) engaged in expediting the production or transportation of material or equipment, at shops or on the road;

(3) engaged in the preparation of Shop Drawings, fabrication drawings, coordination drawings and Contract as-built drawings, or,

(4) including clerical staff engaged in processing changes in the Work."

3.25.2 Amend paragraph 6.3.8 by adding the words "except for paragraph 6.3.14" after the word "Contract" in the first line.

3.25.3 Add new paragraph 6.3.14 as follows:

"6.3.14 For greater certainty, and without limitation, the cost of performing the Work attributable to the Change Directive does not include, and no payment shall be made for:

.1 head office salaries and benefits and all other overhead or general expenses, except only for the salaries, wages and benefits of personnel described in paragraph 6.3.7.1 and the contributions, assessments or taxes referred to in paragraphs 6.3.7.2;

.2 capital expenses and interest on capital;

.3 general clean-up, except where the performance of the Work in the Change Directive causes specific additional clean-up requirements;


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.4 wages paid for project managers, superintendents, assistants, watch persons and administrative personnel, provided the Change Directive does not result in an extension of Contract Time;

.5 wages, salaries, rentals, or other expenses that exceed the rates that are standard in the locality of the Place of the Work that are otherwise deemed unreasonable by the Consultant;

.6 any costs or expenses attributable to the negligence, improper Work, deficiencies, or breaches of Contract by the Contractor or Subcontractor;

.7 any cost of quality assurance, such as inspection and testing services, charges levied by authorities, and any legal fees unless any such costs or fees are pre-approved in writing by the Owner."

3.26 GC 6.5 - DELAYS

3.26.1 Amend paragraphs 6.5.1, and 6.5.2 by deleting the period at the end of each paragraph, and substituting the following words, ", but excluding any consequential, indirect or special damages, loss of profit, loss of opportunity or loss of productivity resulting from such delay."

3.26.2 Add new subparagraphs 6.5.6, 6.5.7, 6.5.8 and 6.5.9 as follows:

"6.5.6 If the Contractor is delayed in the performance of the Work by an act or omission of the Contractor or anyone employed or engaged by the Contractor directly or indirectly, or by any cause within the Contractor's control, then the Contract Time shall be extended for such reasonable time as the Consultant may decide in consultation with the Contractor. The Owner shall be reimbursed by the Contractor for all reasonable costs incurred by the Owner as the result of such delay, including all services required by the Owner from the Consultant as a result of such delay by the Contractor and, in particular, the cost of the Consultant's services during the period between the date of Substantial Performance of the Work stated in Article A-1 herein as the same may be extended through the provisions of these General Conditions and any later, actual date of Substantial Performance of the Work achieved by the Contractor.

6.5.7 The Contractor shall be responsible for the care, maintenance and protection of the Work in the event of any suspension of construction as a result of the delay described in paragraphs 6.5.1, 6.5.2 or 6.5.3. In the event of such suspension, the Contractor shall be reimbursed by the Owner for the reasonable costs incurred by the Contractor for such care, maintenance and protection, but excluding the costs of the Contractor's head office personnel. The Contractor's entitlement to costs pursuant to this paragraph 6.5.7, if any, shall be in addition to amounts, if any, to which the Contractor is entitled pursuant to paragraphs 6.5.1, 6.5.2 or 6.5.3.

6.5.8 Without limiting the obligations of the Contractor described in GC 3.2 – CONSTRUCTION BY OWNER OR OTHER CONTRACTORS and GC 9.4 – CONSTRUCTION SAFETY, the Owner may, by Notice in Writing, direct the Contractor to stop the Work where the Owner determines that there is an imminent risk to the safety of persons or property at the Place of the Work. In the event that the Contractor receives such notice, it shall immediately stop the Work and secure the Project site. The Contractor shall not be entitled to an extension of the Contract Time or to an increase in the Contract Price unless the resulting delay, if any, would entitle the Contractor to an extension of the Contract Time or the reimbursement of the Contractor's costs as provided in paragraphs 6.5.1, 6.5.2 or 6.5.3.

6.5.9 The Contractor recognizes and agrees that the Owner will suffer financial loss if the Work is not completed within the time specified in the Contract. The Contractor also recognizes the delays, expenses and difficulties involved in proving the actual loss suffered by the Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, the Contractor agrees that as liquidated damages for delay (but not as penalty) the Contractor shall pay to the Owner, as liquidated damages, an amount per day, as designated in the Specific Conditions of Contract for each and every day’s delay from the specified time for completion of the Work until actual completion of the Work, and it is further expressly acknowledged and agreed by the Contractor that:


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(a) this amount is a reasonable estimate of the actual damage that will be incurred by the Owner due to any failure to complete the Work within the time required by this Contract;

(b) the Owner may deduct the amount due under this section from any monies that may be due or payable to the Contractor, whether under this Contract or any other agreement;

(c) the liquidated damages provided for in this section shall be without prejudice to any other remedy to which the Owner is entitled at law or in equity."

3.27 GC 6.6 CLAIMS FOR CHANGE IN CONTRACT PRICE

3.27.1 GC 6.6.1 - 6.6.6 are deleted in their entirety and replaced with the following:

"6.6.1 Claims for a change in the Contract Price shall be determined in accordance with GC 8, as amended."

3.28 GC 7.1 - OWNER'S RIGHT TO PERFORM THE WORK, STOP THE WORK, OR TERMINATE THE CONTRACT

3.28.1 Amend paragraph 7.1.2 by adding the following sentence to the end:

"Failure by the Owner to provide such notice shortly after the default has occurred shall not constitute condonation of the default."

3.28.2 Add a new paragraph 7.1.5.5 as follows:

".5 charge the Contractor for any damages the Owner may have sustained as a result of the default."

3.29 GC 7.2 - CONTRACTOR'S RIGHT TO SUSPEND THE WORK OR TERMINATE THE CONTRACT

3.29.1 Delete paragraphs 7.2.1, and 7.2.3.1 in their entirety.

3.29.2 In paragraph 7.2.2, insert the words "other than the City of Toronto" after the words "public authority" in the second line.

3.29.3 Delete subparagraph 7.2.3.4 and replace it with the following:

".4 the Owner violates the requirements of the Contract to a substantial degree"


"7.2.5 If the default cannot be corrected within the 5 Working Days specified in paragraph 7.2.4, the Owner shall be deemed to have cured the default if it

.1 commences the correction of the default within the specified time; and

.2 provides the Contractor with an acceptable schedule for such correction; and

.3 completes the correction in accordance with such schedule."

3.29.5 Add new paragraph 7.2.6:

"7.2.6 If the Contractor terminates the Contract under the conditions described in this GC 7.2, the Contractor shall be entitled to be paid for all Work performed to the date of termination. The Contractor


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shall also be entitled to recover the direct costs associated with termination, including the costs of demobilization, losses sustained on Products and Construction Equipment. The Contractor shall not be entitled to any recovery for special, indirect or consequential losses, or loss of use."

3.30 GC 8.0 – DISPUTE RESOLUTION

3.30.1 Delete Part 8 in its entirety and replace it with the following:

"8.0 DISPUTE RESOLUTION

8.1.1 Continuance of the Work

Unless the Contract has been terminated or completed, the Contractor shall in every case, after serving or receiving any notification of a claim or dispute, verbal or written, continue to proceed with the Work with due diligence and expedition. It is understood by the parties that such action shall not jeopardize any claim it may have.

8.1.2 Record Keeping

Immediately upon commencing Work that may result in a claim, the Contractor shall keep Daily Work Records during the course of the Work, sufficient to substantiate the Contractor's claim, and the Consultant shall keep Daily Work Records to be used in assessing the Contractor's claim, all records to be in accordance with the requirements of the Contract.

8.1.3 The Contractor and the Consultant shall attempt to reconcile their respective Daily Work Records on a daily basis, to simplify review of the claim, when submitted. If the Contractor and the Consultant fail to reconcile their respective Daily Work Records, then the Contractor shall submit its Daily Work Records as part of its claim, whereby the resolution of the dispute about the Daily Work Records shall not be resolved until there is a resolution of the claim.

8.1.4 The keeping of Daily Work Records by the Consultant or the reconciling of such Daily Work Records with those of the Contractor shall not be construed to be acceptance of the claim.

8.2 Claims Procedure

8.2.1 The Contractor shall give verbal notice to the Consultant of any situation which may lead to a claim for additional payment immediately upon becoming aware of the situation and shall provide written notice to the Consultant of such situation or of any express intent to claim such payment, within seven days of the commencement of any part of the Work which may be affected by the situation or shall form part of the claim.

8.2.2 The Contractor shall submit detailed claims as soon as reasonably possible and in any event no later than 30 days after completion of the Work affected by the situation. The detailed claim shall:

a) identify the item or items in respect of which the claim arises;

b) state the grounds, contractual or otherwise, upon which the claim is made; and

c) include the records maintained by the Contractor supporting such claim.

In exceptional cases the 30 days may be increased to a maximum of 90 days with approval in writing from the Consultant.

8.2.3 Within 30 days of the receipt of the Contractor’s detailed claim, the Consultant may request the Contractor to submit any further and other particulars as the Consultant considers necessary to


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assess the claim. The Contractor shall submit the requested information within 30 days of receipt of such request.

8.2.4 Within 90 days of receipt of the detailed claim, the Owner, or if authorized by the Owner, the Consultant, shall advise the Contractor, in writing, of the Owner’s opinion with regard to the validity of the claim.

8.3 Negotiations

8.3.1 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without prejudice, open and timely disclosure of relevant facts, information, and documents to facilitate these negotiations.

8.3.2 Should the Contractor disagree with the opinion given in paragraph 8.2.4, with respect to any part of the claim, the Consultant shall enter into negotiations with the Contractor to resolve the matters in dispute. Negotiation shall occur on three levels; first, with the Consultant, second, with the Owner’s Manager level, and third, with the Owner’s Director, General Manager or Executive Director level. Corresponding level shall be involved in the discussions on behalf of the Contractor. Any agreement reached with the Consultant shall be subject to the Owner’s approval. Prior to commencement of construction the Owner and the Contractor shall meet to determine the names of the representatives at the three levels of discussion. These names shall be put in writing, to be used in the event of a dispute in issue.

8.3.3 Discussions with the Consultant shall be completed as soon as possible and shall be limited to a period of no more than 30 days following receipt of the opinion given in paragraph 8.2.4. Manager level discussion shall be completed as soon as possible following failed discussions with the Consultant, and shall be limited to a period of no more than a further 30 days. The Director, General Manager or Executive Director level discussion shall be completed as soon as possible following failed manager level discussions, and shall be limited to a period of no more than a further 30 days.

8.3.4 Each party shall be responsible for elevating an issue to the next level of negotiation, if the issue has not been resolved at the current level. The Contractor or Consultant shall notify the other properly in writing if he or she wishes to pursue an issue to the next level of negotiation.

8.3.5 Where a negotiated settlement cannot be reached, or it is agreed that payment cannot be made in accordance with paragraph 6.2.3 or paragraph 6.2.4, the parties may, upon mutual agreement, proceed in accordance with clause paragraph 8.4, Mediation.

8.4 Mediation

8.4.1 If a claim is not resolved satisfactorily through the negotiation process in paragraph 8.3, and the Contractor wishes to pursue the issue further, the parties may, upon mutual agreement, utilize the services of an independent third party mediator.

8.4.2 The mediator shall be mutually agreed upon by the Owner and Contractor.

8.4.3 The mediator shall be knowledgeable regarding the area of the disputed issue. The mediator shall meet with the parties together or separately, as necessary, to review all aspects of the issue. The mediator may provide the parties with his or her non-binding without prejudice settlement recommendation, on the day of the mediation.

8.4.4 Each party is responsible for its own costs related to the use of the third party mediator process. The costs of the third party mediator shall be equally shared by the Owner and Contractor.


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8.5 Payment

8.5.1 Payment of the claim shall be made no later than 30 days after the date of resolution of the claim or dispute. Such payment shall be made according to the terms of Part 5, Payment.

8.6 Rights of Both Parties

8.6.1 Unless the parties agree otherwise, no action taken under paragraphs 8.1 to 8.6, by either party shall be construed as a renunciation or waiver of any of the rights or recourse available to the parties.

8.7 Arbitration

8.7.1 If a claim is not resolved satisfactorily through the negotiation process, or mediation if utilized, either party may request an arbitration of the dispute and the parties, by mutual agreement, may submit such dispute to arbitration and the provisions of the Ontario Arbitration Act, 1991, as amended, shall apply to such arbitration, including the provisions for appeal therein except as otherwise provided in this section 8.7. Notwithstanding this, in the case of claims for amounts less than $150,000, exclusive of H.S.T., the provisions of subsection GC 8.7 to 8.11, Arbitration, shall be mandatory if requested by either party, and the matter shall proceed to arbitration if not resolved through the said negotiation or mediation processes.

8.7.2 If the Parties engage in arbitration to resolve the issue, notification to that effect shall be communicated in writing to the Consultant within 30 days of completing the negotiations referred in paragraph 8.3, or, if the parties proceed to mediation under paragraph 8.4, within 30 days of completing that mediation.

8.7.3 The parties shall be bound by the decision of the arbitrator.

8.7.4 The rules and procedures of the Arbitration Act, 1991, S.O. 1991, c.17, as amended, shall apply to any arbitration conducted hereunder except to the extent that they are modified by the express provisions of paragraphs 8.7 to 8.11.

8.8 Arbitration Procedure

8.8.1 The following provisions are to be included in the agreement to arbitrate:

.1 All existing actions in respect of the matters under arbitration shall be stayed pending arbitration;

.2 All then unresolved claims and matters to be settled are to be set out in a schedule to the agreement. Only such claims and matters as are in the schedule shall be arbitrated; and

.3 Before proceeding with the arbitration, the Contractor shall confirm that all matters in dispute are set out in the schedule.

8.9 Appointment of Arbitrator

8.9.1 The arbitrator shall be mutually agreed upon by the Owner and Contractor to adjudicate the dispute.

8.9.2 Where the Owner and Contractor cannot agree on a sole arbitrator within 30 days of the notification of arbitration noted in paragraph GC 8.7.2, the Owner and the Contractor shall each chose an appointee with 37 days of the notice of arbitration.


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8.9.3 The appointees shall mutually agree upon an arbitrator to adjudicate the dispute within 15 days after the last appointee was chosen or they shall refer the matter to the Arbitration and Mediation Institute of Ontario Inc. which shall select an arbitrator to adjudicate the dispute within 7 days of being requested to do so.

8.9.4 The arbitrator shall not be interested financially in the Contract nor in either party’s business and shall not be employed by either party.

8.9.5 The arbitrator is not bound by the rules of evidence which govern the trial of cases in court but may hear and consider any evidence which the arbitrator considers relevant.

8.9.6 The hearing shall commence within 90 days of the appointment of the arbitrator.

8.10 Costs

8.10.1 The arbitrator’s fee shall be equally shared by the Owner and the Contractor.

8.10.2 The fees of any independent experts and any other persons appointed to assist the arbitrator shall be shared equally by the Owner and the Contractor.

8.10.3 The arbitration hearing shall be held in a place mutually agreed upon by both parties or in the event the parties do not agree, a site shall be chosen by the arbitrator. The cost of obtaining appropriate facilities shall be shared equally by the Owner and the Contractor.

8.10.4 The arbitrator may, in his or her discretion, award reasonable costs, related to the arbitration.

8.11 The Decision

8.11 The reasoned decision shall be made in writing within 90 days of the conclusion of the hearing. An extension of time to make a decision may be granted with consent of both parties. Payment shall be made in accordance with Part 5, Payment."

3.31 GC 9.1 - PROTECTION OF WORK AND PROPERTY

3.31.1 Delete subparagraph 9.1.1.1 in its entirety and replace it with new subparagraph 9.1.1.1:

"9.1.1.1 errors in the Contract Documents which the Contractor could not have discovered applying the standard of care described in GC 3.14 STANDARD OF CARE."

3.31.2 Amend paragraph 9.1.1.2 by adding the word, "negligent" at the beginning thereof.

3.31.3 Add new paragraphs 9.1.5 and 9.1.6 as follows:

"9.1.5 Without in any way limiting the Contractor's obligations under this GC 9.1, should the Contractor or any Subcontractor or Supplier cause loss or damage to trees or other plantings, whether owned by the Owner or third parties, the Contractor shall be liable for the replacement cost of the trees or other plantings damaged, including the cost of any arborist or other Consultant, and such costs may be deducted by the Owner from amounts otherwise owing to the Contractor.

9.1.6 The Contractor shall neither undertake to repair and/or replace any damage whatsoever to the Work of other Contractors, or to adjoining property, nor acknowledge the same was caused or occasioned by the Contractor, without first consulting the Owner and receiving written instructions as to the course of action


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to be followed from either the Owner or the Consultant. However, where there is danger to life or public safety, the Contractor shall take such emergency action as it deems necessary to remove the danger."

3.32 GC 9.4 - CONSTRUCTION SAFETY

3.32.1 Delete paragraph 9.4.1 in its entirety and substitute new paragraph 9.4.1:

"9.4.1 The Contractor shall be solely responsible for construction safety at the Place of the Work and for compliance with the rules, regulations and practices required by the applicable construction health and safety legislation and shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work."

3.32.2 Add new paragraphs 9.4.2, 9.4.3 and 9.4.4:

"9.4.2 Prior to the commencement of the Work, the Contractor shall submit to the Owner:

.1 a current WSIB clearance certificate;

.2 documentation of the Contractor’s in-house safety-related programs;

.3 a copy of the Notice of Project filed with the Ministry of Labour naming itself as “constructor” under OHSA

9.4.3 The Contractor shall indemnify and save harmless the Owner, its agents, officers, directors, employees, consultants, successors and assigns from and against the consequences of any and all safety infractions committed by the Contractor under OHSA, including the payment of legal fees and disbursements on a solicitor and client basis. Such indemnity shall apply to the extent to which the Owner is not covered by insurance, provided that the indemnity contained in this paragraph shall be limited to costs and damages resulting directly from such infractions and shall not extend to any consequential, indirect or special damages.

9.4.4 The Owner undertakes to include in its contracts with other contractors and/or in its instructions to its own forces the requirement that the other contractor or own forces, as the case may be, will comply with directions and instructions from the Contractor with respect to occupational health and safety and related matters."

3.33 GC 10.1 - TAXES AND DUTIES

3.33.1 Add the following to the end of paragraph 10.1.1:

"Any Value Added Taxes (including Harmonized Sales Tax), where applicable, shall be listed as line items separate from the total Contract Price."


"Any increase or decrease in costs to the Contractor due to changes in such included taxes and duties at the time of the bid closing shall increase or decrease the Contract Price accordingly. For greater certainty, the Contractor shall not be entitled to any mark-up for overhead or profit on any increase in such taxes and duties."

3.33.3 Add new paragraphs 10.1.3, 10.1.4, 10.1.5, and 10.1.6, as follows:

"10.1.3 Where the Owner is entitled to an exemption or a recovery of sales taxes, customs duties, excise taxes or Value Added Taxes applicable to the Contract, the Contractor shall, at the request of the Owner or the Owner's representative, assist with the application for any exemption, recovery or refund of all such


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taxes and duties and all amounts recovered or exemptions obtained shall be for the sole benefit of the Owner. The Contractor agrees to endorse over to the Owner any cheques received from the Federal or provincial governments, or any other taxing authority, as may be required to give effect to this paragraph.

10.1.4 The Contractor shall maintain accurate records of Construction Equipment, Product and component costs reflecting the taxes, customs duties, excise taxes and Value Added Taxes paid.

10.1.5 Any refund of taxes, including, without limitation, any government sales tax, customs duty, excise tax or Value Added Tax, whether or not paid, which is found to be inapplicable or for which exemption may be obtained, is the sole and exclusive property of the Owner. The Contractor agrees to cooperate with the Owner and to obtain from all Subcontractors and Suppliers cooperation with the Owner in the application for any refund of any taxes, which cooperation shall include but not be limited to, making or concurring in the making of an application for any such refund or exemption, and providing to the Owner copies, or where required, originals of records, invoices, purchase orders and other documentation necessary to support such applications or exemptions or refunds. All such refunds shall either be paid to the Owner, or shall be a credit to the Owner against the Contract Price, in the Owner's discretion. The Contractor agrees to enable, assist with and submit to any reasonable audit requested by the Owner with respect the potential refunds under this paragraph.

10.1.6 Customs duties penalties, or any other penalty, fine or assessment levied against the Contractor, shall not be treated as a tax or customs duty for the purpose of this GC 10.1"

3.34 GC 10.2 LAWS, NOTICES, PERMITS, AND FEES

3.34.1 Add to the end of paragraph 10.2.4, the following:

"The Contractor shall notify the Chief Building Official or the registered code agency where applicable, of the readiness, substantial completion, and completion of the stages of construction set out in the Ontario Building Code. The Contractor shall be present at each site inspection by an inspector or registered code agency as applicable under the Ontario Building Code."


"10.2.6 If the Contractor fails to notify the Owner and the Consultant in writing, fails to obtain direction as required in paragraph 10.2.5, and/or performs work that it knows or ought to have known that contravenes any laws, ordinances, guidelines, standards, permits, statutes, by-laws, rules, regulations, or codes, the Contractor shall be responsible for and shall correct the violations thereof, and shall bear the costs, expenses, and damages attributable to the failure to comply with the provisions of such laws, ordinances, guidelines, standards, permits, statutes, by-laws, rules, regulations, or codes, and, notwithstanding any limitations described in paragraph 12.1.1, shall indemnify and hold harmless the Owner and the Consultant from and against any claims, demands, losses, costs, damages, actions, suits or proceedings resulting from such failure or breach of law."

3.34.3 Add a new paragraph 10.2.8 as follows:

"10.2.8 Without limiting the generality of any other provision in the Contract Documents, the Contractor shall cause all certificates to be furnished that are required or given by the appropriate governmental or quasi-governmental authorities as evidence that the Work as installed conforms with the laws and regulations of any authorities having jurisdiction over the Place of the Work, including, without limitation, certificates of compliance for the Owner’s occupancy or partial occupancy. The certificates are to be final certificates giving complete clearance of the Work, in the event that such governmental or quasi-governmental authorities furnish such certificates."


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3.35 GC 10.3 PATENT FEES

3.35.1 Amend paragraph 10.3.1 by adding the words, "indemnify and" before the words, "hold the", in the second line.

3.35.2 In paragraph 10.3.2, add the words, "by the Owner", after the words, "supplied to the Contractor"

3.36 11.1 INSURANCE

3.36.1 Delete paragraph 11.1 in its entirely and replace it with the following:

"11.1 INSURANCE

11.1.1 Without restricting the generality of paragraph 12, Indemnification, the Contractor shall provide, maintain and pay for the insurance coverages listed in this General Condition under paragraphs 11.1.2, 11.1.3,11.1.4, and 11.1.5. Insurance coverage in paragraphs 11.1.6, and 11.1.7 will only apply when so specified in the Contract Documents.

11.1.2 Commercial General Liability Insurance

.1 Commercial General Liability Insurance shall provide that the policy:

a) is in the amount of Five Million Dollars ($5,000,000), per occurrence;

b) includes the Owner (City of Toronto), its Boards, Agencies and Commissions and subsidiary operations, as applicable, and the Consultant as additional insureds with respect to liability arising out of the operation of the insured for which a contract is issued by the Owner; and,

c) has provision for a cross liability and/or severability of interest, contractual liability, Owner's and Contractor's protective liability, broad form property damage, contingent/and or employer's liability, products and completed operations, non owned automobile liability and, if applicable to the insured operations as detailed in the Contract Documents, coverage for blasting, pile driving and collapse.

.2 The Contractor shall maintain in force such policies of insurance specified by the Contract Documents at all times from the commencement of the Work until the end of any Warranty Period set out in these General Conditions of Contract or as otherwise required by the Contract Documents.

.3 The Contractor shall maintain completed operations coverage for a period of six (6) years from Substantial Performance of the Contract, unless otherwise indicated in the Contract Documents. On an annual basis the contractor shall submit to the City a renewal Certificate or a replacement policy prior to the expiration date of the existing policy without notice or demand by the City. If the Contractor fails to do so, any limitation period for claiming indemnity described in the Contract Documents will not be binding on the Owner.

.4 "Claims Made" insurance policies will not be permitted.

11.1.3 All Risk Property Insurance (Builders' Risk or Installation Floater)

.1 The Contractor shall provide, maintain and pay for a policy of all risk property insurance. The policy shall be maintained from the commencement of Work until 10 days after Substantial Performance of the Work and shall be written on a replacement cost basis on all Products, supplies and equipment and/or systems, including boiler and machinery, if applicable, that forms part of the Work. The policy may be in the form of a Builder's Risk or Installation Floater, as appropriate to the Project. The Owner shall be included as an additional insured and a joint loss payee on the Builder's Risk Insurance Policy.


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11.1.4 Automobile Liability Insurance

.1 The Contractor shall provide, maintain and pay for a policy of automobile liability insurance in respect of all licensed owned/leased vehicles that will be utilized in the performance of the Work, unless otherwise required by the Contract Documents. This policy of automobile liability insurance shall have limits of not less than Two Million Dollars ($2,000,000).

11.1.5 Contractor's Equipment Insurance

.1 The Contractor shall provide, maintain and pay for a policy of all risks Contractor’s equipment insurance covering construction machinery and equipment used and owned by the Contractor for the performance of the Work, including boiler insurance on temporary boilers and pressure vessels. This policy shall be in a form acceptable to the Owner and shall not allow subrogation claims by the insurer against the Owner. Upon agreement of the Owner, approval may be provided to the Contractor to waive the equipment insurance requirement for the purpose of this Contract.

11.1.6 Contractor's Pollution Liability Insurance

.1 Where specified in the Contract Documents, the Contractor shall provide, maintain and pay for a policy of pollution liability insurance. The policy shall have a limit of not less than Two Million Dollars ($2,000,000) per claim limit. The policy shall cover third-party injury and property damage claims, including clean-up costs, as a result of pollution conditions arising from the Contractor’s operations and completed operations (i.e. Work performed). The policy shall be kept in force for 24 months from the date of Substantial Performance of the Work. The Owner shall be included as an additional insured on this policy.

11.1.7 Use and Occupancy of the Work Prior to Completion

.1 Should the Owner wish to use or occupy part or all of the Work prior to Substantial Performance of the Work, the Owner will give 30 days’ written notice to the Contractor of the intended purpose and extent of such use or occupancy. Prior to such use or occupancy the Contractor shall notify the Owner in writing of the additional premium cost, if any, to maintain property and boiler insurance, which shall be at the Owner's expense. If because of such use or occupancy the Contractor is unable to provide coverage, the Owner upon written notice from the Contractor and prior to such use or occupancy shall provide, maintain and pay for property and boiler insurance insuring the full value of the Work, including coverage for such use or occupancy, and shall provide the Contractor with proof of such insurance. The Contractor shall refund to the Owner the unearned premiums applicable to the Contractor's policies upon termination of coverage.

.2 The policies shall provide that, in the event of a loss or damage, payment shall be made to the Owner and the Contractor as their respective interests may appear. The Contractor shall act on behalf of both the Owner and the Contractor for the purpose of adjusting the amount of such loss or damage payment with the insurers. When the extent of the loss or damage is determined the Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract except that the Contractor shall be entitled to such reasonable extension of Contract Time relative to the extent of the loss or damage as the Consultant may decide in consultation with the Contractor.

11.1.8 Payment for Loss or Damage

.1 The Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the amount at which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds and in accordance with the requirements of Part 5.0. In addition the Contractor shall be entitled to receive from the payments made by the insurers the amount of the Contractor's interest in the restoration of the Work.


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.2 The Contractor shall be responsible for deductible amounts under the policies.

11.1.9 Insurance Requirements and Duration

.1 Unless specified otherwise, the duration of each insurance policy shall be from the date of commencement of the Work until 10 days after the date of final acceptance of the Work, as set out in the Final Acceptance Certificate.

.2 Prior to commencement of the Work and upon placement and at renewal, amendment or extension of all or any part of the insurance, the Contractor shall promptly provide the Owner with confirmation of coverage on the Owner’s certificate of insurance form or on a form acceptable to the Owner, without notice or demand by the Owner. The insurance documents shall be signed by the insurer or an authorized representative of the insurer.

.3 If the Owner receives notice of cancellation for nonpayment of the insurance premium, the Owner may, but is not obliged to, pay the premium of any policy of insurance required to be maintained herein and make a formal demand for reimbursement of such costs from the Contractor. If the Contractor fails to pay the cost of the insurance placed by the Owner within 15 days of the date on which the Owner made a formal demand for reimbursement of such costs, the Owner may deduct the costs thereof from monies which are due or may become due to the Contractor.

.4 The Contractor shall, on request, promptly provide the Owner with a certified true copy of each insurance policy exclusive of information pertaining to premium or premium bases used by the insurer to determine the cost of the insurance. The certified true copy shall include a signature of the insurer or the underwriter or the broker.

.5 All insurance policies taken out by the Contractor shall be placed with insurers licensed to write business in the Province of Ontario.

.6 The insurance policies required pursuant to this clause shall be primary and shall not call into contribution any insurance available to the Owner.

.7 The amount of the deductible for the purpose of this Contract shall not be more than $25,000.00.

.8 The Contractor shall maintain such forms of insurance as the Owner, acting reasonably, may require from time to time, in amounts and for risks against which a prudent Contractor would insure."

.9 Each policy (except for the policy of automobile insurance required under section 11.1.4) shall contain an endorsement requiring the insurer(s) to notify the City of Toronto in writing, by registered mail, at least thirty (30) days, (fifteen (15) days if cancellation is due to non-payment of premium), prior to any cancellation of the Contractor’s insurance."

3.37 GC 11.2 – CONTRACT SECURITY

3.37.1 Add new paragraph 11.2.3 as follows:

“11.2.3 The premiums for the bonds required by the Contract Documents are included in the Contract Price."

3.38 GC 12.1 - INDEMNIFICATION

3.38.1 Delete paragraphs 12.1.1 through 12.1.6 and replace them with the following:

"12.1.1 The Contractor shall indemnify and hold harmless the Owner and each of the Owner's elected officials, officers, employees and agents (hereinafter referred to collectively as the “Indemnitees”) from and


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against all claims, demands, actions, suits or proceedings which may be brought against or made by third parties, hereinafter called "claims", directly or indirectly arising or alleged to arise out of the performance of or the failure to perform any of its obligations under the Contract Documents.

12.1.2 The Contractor shall indemnify and hold harmless the Owner and the Indemnitees from all and every claim for damages, royalties or fees for the infringement of any patented invention or copyright occasioned by the Contractor in connection with the Work performed or Product furnished by the Contractor under the Contract.

12.1.3.1 The Owner shall indemnify and hold harmless the Contractor from and against all claims, demands, actions, suits or proceedings ("claims") in respect to claims against the Contractor by third parties that arise out of the Contractor's direct involvement in this Contract provided such claims are directly caused by the negligent act or omission of the Owner, and then only to the extent the loss or damage was caused by the Owner.

12.1.3.2 The Owner shall indemnify and hold harmless the Contractor, its agents, officers and employees from and against all claims, demands, losses, expenses, costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of its obligations under the Contract Documents which are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Place of the Work. The Contractor expressly waives the right to indemnity for claims other than those stated above.

12.1.4 The Contractor shall pay to the Indemnitees, or any of them, on demand any loss, costs, damages and expenses which may be sustained, incurred or paid by the Indemnitees, or any of them, in consequence of any such action, suit, claim, lien, execution or demand and any moneys paid or payable by the Indemnitees in settlement or in discharge or on account thereof. If the Contractor fails to make such payment, all such mentioned loss, costs, damages and expenses and all such moneys so paid or payable may be deducted from any moneys of the Contractor then remaining in the possession of the Owner on account of the Work or from moneys payable by the Owner to the Contractor on any account whatever or may be recovered from the Contractor or its Surety, as the case may be, in any court of competent jurisdiction as moneys paid at their request. The Contractor hereby authorizes and empowers the Owner or the Consultant as the case may be, or their Solicitor, for the time being, to defend, settle or compromise any of such actions, suits, claims, liens, executions or demands as the Owner or the Consultant, as the case may be, or their said Solicitor may deem expedient. The Contractor shall ratify and confirm all the acts of the Owner or the Consultant or their Solicitor in that behalf, and shall pay to such Solicitor on demand his or her reasonable costs of any such defense, settlement and/or compromise, and that in default of such payment the same may be deducted from any moneys payable by the Owner to the Contractor on any account whatever."

3.39 GC 12.2 - WAIVER OF CLAIMS

3.39.1 Amend paragraphs 12.2.1 through 12.2.10 as follows:

"GC 12.2 WAIVER OF CLAIMS

12.2.1 In the fourth line, add the words “claims for delay pursuant to GC 6.5 DELAYS, claims for an increase in the Contract Price, pursuant to GC 6.6 CLAIMS FOR A CHANGE IN THE CONTRACT PRICE” after the word “limitation”. Add the words “(collectively “Claims”)” after “Substantial Performance of the Work” in the sixth line.

12.2.1.1 Change the word “claims” to “Claims” and change the word “claim” to “Claim”.

12.2.1.2 Change the word “claims” to “Claims”.

12.2.1.3 Delete paragraph 12.2.1.3 in its entirety.


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12.2.1.4 Change the word “claims” to “Claims”.

12.2.2 Change the words “in paragraphs 12.2.1.2 and 12.2.1.3” to “in paragraph 12.2.1.2”. Change the word “claims” to “Claims” in both instances and change the word “claim” to “Claim”.

12.2.5 Delete the number "395" and substitute the number "760".

12.2.6 Change the word “claim” to “Claim” in all instances in the paragraph.

12.2.7 Change “The party” to “The Contractor". Change the word “claim” to “Claim” in all instances in the paragraph.

12.2.8 Change the word “claim” to “Claim” in all instances in the paragraph.



3.40 GC 12.3 – WARRANTY

3.40.1 Amend paragraph 12.3.1 by deleting the words, "one year", and replacing them with the words, "two years", and by adding the following at the end of the paragraph, "With respect to equipment installed at the request of the Owner, and successfully operating at its intended design capacity before completion of the work, the warranty period shall be two years from the date the equipment commenced its successful operations.

3.40.2 Amend paragraphs 12.3.3, 12.3.4, and 12.3.6 by deleting the words, "one year", and replacing them with the words, "two years".

3.40.3 Add the following clauses as 12.3.7, 12.3.8, and 12.3.9"

“12.3.7 Any Product or equipment requiring excessive servicing during the warranty period (or free maintenance period, if applicable) shall be considered defective and the warranty (or free maintenance period) shall be deemed to take effect from the time that the defect has been corrected so as to cause excessive servicing to terminate.

12.3.8 Following Substantial Performance of the Work, and without limiting the Contractor’s warranty under this GC 12.3, the Contractor shall assign to the Owner, to the extent assignable, the benefit of all warranties and guarantees relating to the Work. The assignment shall expressly reserve the right of the Contractor to make any claims under such warranties and guarantees and such assignment shall in no way prejudice any rights of or benefits accruing to the Contractor pursuant to such warranties and guarantees.

12.3.9 The provisions of the GC 12.3 – WARRANTY shall not deprive the Owner of any action, right or remedy otherwise available to the Owner for the Contractor’s failure to fulfill its obligations or responsibilities under the Contract and shall not be construed as a waiver of claims in favour of the Contractor or as a limitation on the time in which the Owner may pursue such other action, right or remedy. The warranties set out in the Contract are not supplemental to and do not limit or preclude the application of any other conditions and warranties, express or implied, by law or trade usage.”

PART 13 - OTHER PROVISIONS

3.41 Add New PART 13 As Follows:

"GC 13.1 - OWNERSHIP OF MATERIALS


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13.1.1 Unless otherwise specified, all materials existing at the Place of the Work at the time of execution of the Contract shall remain the property of the Owner. All Work and Products delivered to the Place of the Work by the Contractor shall be the property of the Owner. The Contractor shall remove all surplus or rejected materials as its property when notified in writing to do so by the Consultant.

GC 13.2 - CONSTRUCTION LIENS

13.2.1 In the event that a written notice of lien is delivered to the Owner in respect of the Project by or through a Subcontractor or Supplier, and provided the Owner has paid all amounts properly owing under the Contract, the Contractor, at its own expense and within ten (10) days, shall ensure that such written notice of lien is withdrawn in writing.

13.2.2 In the event that the Contractor fails to conform with the requirements of 13.2.1, the Owner may set off and deduct from any amount owing to the Contractor, all costs and associated expenses, including legal fees and disbursements reasonably incurred to secure a written withdrawal of the notice of lien. If there is no amount owing by the Owner to the Contractor, then the Contractor shall reimburse the Owner for all of the said costs and associated expenses.

GC 13.3 - CONTRACTOR DISCHARGE OF LIABILITIES

13.3.1 In addition to the obligations assumed by the Contractor pursuant to GC 3.7, the Contractor agrees to discharge all liabilities incurred by it for labour, materials, services, Subcontractors and Products, used or reasonably required for use in the performance of the Work, except for amounts withheld by reason of legitimate dispute and which have been identified to the party or parties, from whom payment has been withheld.

GC 13.4 – DAILY REPORTS/DAILY LOGS

13.4.1 The Contractor shall cause its supervisor or such competent person as it may delegate, to prepare a daily log or diary reporting on weather conditions, work force of the Contractor, Subcontractors, Suppliers and any other forces on site and also record the general nature of Project activities. Such log or diary shall also include any extraordinary or emergency events which may occur and also the identities of any persons who visit the site who are not part of the day-to-day work force.

13.4.2 The Contractor shall also maintain records, either at its head office or at the job site, recording manpower and material resourcing on the Project, including records which document the activities of the Contractor in connection with GC 3.5, and comparing that resourcing to the resourcing anticipated when the most recent version of the schedule was prepared pursuant to GC 3.5. The Contractor shall make these records available to the Owner and/or the Consultant for inspection, upon reasonable notice.

GC 13.5 - PUBLIC STATEMENTS

13.5.1 The Contractor shall not publish, issue or make any statements or news release, electronic or otherwise, concerning the Contract, the Work, or the Project, without the express written consent of the Owner."

GC 13.6 OWNER'S SET-OFF

13.6.1 In addition to and without limiting any other rights the Owner may have under this Contract and at law, the Owner may retain from monies owing to the Contractor under this Contract an amount sufficient to cover any outstanding or disputed liabilities including the cost to remedy deficiencies, the reduction in value of substandard portions of the Work, claims for damages by third parties, undetermined claims by the Owner, and any assessment due the Workplace Safety and Insurance Board.

END OF SUPPLEMENTARY CONDITIONS


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Section 5A – Specific Conditions of Contract Tender Call No. 271-2017 Contract No. N/A

PMMD V 5.15b – 2017.06.08 Page 5A-1

Table of Contents Page No. 5A – 1. Specification Reference Numbers ......................................................................................... 2

2. Emergency During Construction ........................................................................................... 2

3. Certificate of Recognition (COR™) requirement ................................................................... 2

4. Workplace Safety And Insurance Act .................................................................................... 2

5. Occupational Health And Safety Act ..................................................................................... 2

6. Workforce Development Plan ............................................................................................... 7

7. Organization Of Work And Work Restrictions ....................................................................... 7

8. Other Contractors .................................................................................................................. 8

9. Contractor's Liability .............................................................................................................. 8

10. Pre-Construction Survey And Layout .................................................................................... 8

11. Disposal Of Surplus Excavated Material And Removals....................................................... 9

12. Smog Alert Response Plans ................................................................................................. 9

13. Security ............................................................................................................................... 10

14. Material And Truck Weighing .............................................................................................. 10

15. Noise Regulations ............................................................................................................... 11

16. Fair Wage And Labour Trades Policy ................................................................................. 11

17. Liquidated Damages ........................................................................................................... 11

18. Spills Reporting ................................................................................................................... 12

19. Taxes .................................................................................................................................. 12

20. Insurance ............................................................................................................................ 12

21. Service Standards for Contractors in Responding to Third Party Claims ............................ 13

22. Contract Documents ........................................................................................................... 14

23. Order of Precedence ........................................................................................................... 14

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PMMD V 5.15b – 2017.06.08 Page 5A-2

1. Specification Reference Numbers

All index and reference numbers in the Tender Submission Package, Plans and/or Specifications, or Index are given for the convenience of the Contractor and as such must be taken only as a general guide to the items referred to. It must not be assumed that such numbering is the only reference to each item, but the Contract as a whole must be fully read in detail for each item.

2. Emergency During Construction

The Contractor is requested to furnish the phone number and name of a representative who can be contacted on a 24 hour basis in case of emergency during construction, upon request by the Consultant after the award of the Contract. Those nominated shall have a cellular phone and/or pager to ensure that potential contact with them can be sustained over 24 hours, seven days a week throughout the duration of the Contract.

3. Certificate of Recognition (COR™) requirement

Where required in the Contract Documents, the Contractor shall possess and maintain a valid Certificate of Recognition (COR™) or Equivalent OHS Certification satisfactory to the City (in the City's sole discretion) at all times for the duration of the Contract. The Contractor shall provide the Consultant or Contract Administrator with a new Certificate of Recognition (COR™) or Equivalent OHS Certification immediately upon the expiry of the previous Certificate of Recognition or Equivalent OHS Certification or otherwise upon demand by the Consultant or Contract Administrator.

4. Workplace Safety And Insurance Act

Before commencing Work the Contractor shall provide the City with a valid clearance certificate from the Workplace Safety & Insurance Board (WSIB), and shall continue to provide valid clearance certificates from the WSIB for the duration of the Contract. Prior to the release of final monies owing by the City of Toronto, the Contractor will be required to produce a certificate issued by the Board to the effect that it has paid in full their assessment based on a true statement of the amount of payrolls. If such a certificate cannot be provided because the Contractor is considered by WSIB to be an independent operator without coverage, a letter to this effect from the WSIB shall be provided by the Contractor.

5. Occupational Health And Safety Act

5.1. Nothing in this section shall be deemed or construed as making the City the "employer" of any workers employed or engaged by the Contractor to perform the Work and/or supply services to the project, including any part thereof, or the "constructor", either instead of or jointly with the Contractor. “Employer” and “constructor” shall have the same meaning as in section 1 of the Occupational Health and Safety Act, R.S.O. 1990, Chapter O.1, as amended from time to time, including any regulations thereunder and successor legislation (hereinafter collectively referred to as the “OHSA”).

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PMMD V 5.15b – 2017.06.08 Page 5A-3

5.2. Unless specifically advised otherwise in writing by the Consultant or otherwise directed by the Ministry of Labour, where the Work consists of or includes construction, the Contractor shall for the purposes of the OHSA be deemed, construed and designated as the "constructor" for the project comprising the Work and shall

(a) assume all of the responsibilities of that constructor as set out in the OHSA

and its regulations including, without restricting the generality of the foregoing, (i) registration as a constructor with the Director of the Construction

Health and Safety Branch in accordance with the OHSA and, in particular section 5 of Regulation 213/91 or any successor provision;

(ii) posting/compliance with any applicable notice-filing and notice-posting/availability requirements of the OHSA and, in particular section 6 of Regulation 213/91 under or any successor provision;

(b) provide the City with adequate written proof of the registration referred to in subsection (a) (i) of this section before commencing the Work; and

(c) where the notice requirements referred to in subsection (a) (ii) of this section are applicable, provide a copy of such notice to the City concurrently with the filing thereof pursuant to the OHSA.

5.3. In accordance with the OHSA, as amended, a list of designated substances found at the project site is appended to hereto under Section 4 – Scope of Work and forms part of this Contract.

5.4. The Contractor shall ensure that each prospective subcontractor engaged by the Contractor for the project has received a copy of the list of designated substances that are present at the site, provided to the Contractor by the City, before each prospective subcontractor enters into a binding contract for the supply of Work on the project, and the Contractor shall perform all other obligations as the constructor under the Contract and for the project.

5.5. The Contractor shall conform to and enforce strict compliance with the OHSA including, without restricting the generality of the foregoing, the Contractor's duties and obligations as an "employer" under section 25 and 26 thereof, and OHSA regulations with respect to construction, designated substances and asbestos. “Designated substance” and “hazardous material” shall have the same meaning as in the OHSA.

5.6. The Contractor shall:

(a) ensure that no work will commence, and that those engaged by the

Contractor are aware of and comply with the requirements of the OHSA and shall not commence work, without first reporting their arrival and intent at the Work site on the first day to the Consultant;

(b) establish and maintain at each Work site, in a manner easily available to all workers, other staff and authorized City staff, a copy of all relevant Material Safety Data Sheets (“MSDS”);

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(c) deliver to the Consultant a list of all designated substances and a copy of the MSDS for each hazardous material, both as defined in the OHSA, that will be brought to the Project site and/or used in the performance of the Work, no later than Five (5) working days following execution of the Contract and at least Ten (10) working days prior to commencement of the Work;

(d) not bring onto the Work site any designated substance or hazardous material without the prior written authorization of the Consultant;

(e) strictly conform to and comply with, all applicable laws, statutes, regulations, orders, directives and rulings from any federal, provincial or municipal governmental authority pertaining to lead and any other designated substance(s) or hazardous material(s), including without limitation, the OHSA and all regulations thereunder, and also cause its subcontractors to do so;

(f) submit to the Consultant a copy of the Notice of Project issued to the Ministry of Labour;

(g) should the Contractor be issued a notice/directive as either an "order to comply" or a "stop work order", immediate corrective measures shall be taken by the Contractor. A copy of the notice/directive shall be delivered to the Consultant immediately.

(h) promptly report to the Consultant all accidents involving personal injury or property damage that occur in connection with the work; and

(i) take all steps necessary to prevent the spread of lead-containing dust/particles and any other designated substance(s) or hazardous material(s) from the Work site when performing Work involving, but not limited to, lead-containing paint, and to protect the Contractor, those engaged by the Contractor in performance of the Work, City employees and all others, including the general public, likely to be at or near the Work site.

5.7. Where the Work includes removal of asbestos, the Contractor shall:

(a) conform to and enforce strict compliance with all applicable laws, statutes,

regulations, orders, directives and rulings from any federal, provincial or municipal governmental authority governing workplace safety or asbestos on construction projects and in building and repair operations with respect to the removal of asbestos, air testing and removal of barriers, including without limitation, OHSA Reg. 278/05 (Designated Substance --- Asbestos on Construction Projects and in Buildings and Repairs Operations), hereinafter referred to as the “Asbestos Regulation”, as may be amended from time to time;

(b) ensure, through appropriate air testing and such other measures as may be appropriate and necessary, that the Work site and adjacent areas not been contaminated with asbestos during the performance of the Work; and

(c) prior to dismantling any barriers erected to contain asbestos and asbestos-containing materials, the Contractor shall provide written confirmation to the Consultant that, after conducting proper air testing and other due diligence measures, the area is safe in accordance with the requirements of the OHSA.

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5.8. Asbestos

5.8.1. If, during the course of the Work, the Contractor or any of the subcontractors or suppliers engaged by the Contractor, disturb material that is believed to be asbestos containing material, separate and apart from asbestos abatement work forming part of the Contract, the Contractor shall act in strict compliance with the OHSA, including but not limited to the Asbestos Regulation, and without limiting the generality of the foregoing, shall:

(a) Stop work and evacuate the area where the asbestos containing

material is believed to have been disturbed and take all precautions or actions mandated by the OHSA and notify the City immediately;

(b) Notify the Consultant via telephone, with written notification to follow as soon as possible; and

(c) Refrain from entering the work area for any reason whatsoever until safe to do so, in accordance with the requirements of the OHSA and, prior to re-entry, notify the Consultant for approval to recommence Work.

5.8.2. The Contractor shall ensure that all employees, including the employees of any subcontractors, are trained on the City’s asbestos management program (the “Program”) prior to the commencement of the work. The training will include the specific requirements of the Program and the record containing the City’s inventory report, including,

(a) the location of all asbestos containing material described in the record

for the work location, including drawings, plans and specifications; (b) whether the material is friable or non-friable; (c) a description of the condition of the material.

5.8.3. Prior to the commencement of the Work, the Contractor shall confirm to the City in writing that the training described in section 4.8.2 has been completed.

5.8.4. The Contractor shall ensure that all employees, including the employees of any subcontractors, are trained on the City’s asbestos report prepared in accordance with section 10 of the Asbestos Regulation. The training shall include the specific requirements of the report including,

(a) the location of all asbestos containing material described in the record

for the work location, including drawings, plans and specifications; (b) whether the material is friable or non-friable; (c) a description of the condition of the material.

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5.8.5. Prior to the commencement of the work, the Contractor shall confirm to the City in writing that the training described in paragraph 4.8.4 has been completed.

5.9. The Contractor shall use all reasonable and due care to avoid spilling or disturbing any designated substance(s) or hazardous material(s) of which the City notifies the Contractor are or may be on the site; and shall not remove or interfere with any designated substance(s) or hazardous material(s) except in full compliance with the OHSA and, after notifying the Consultant, being authorized to do so by the Consultant. The Contractor shall, following discovery that any designated substance or hazardous material has been removed or interfered with other than in compliance with this subsection, forthwith report same to the Consultant and ensure that no further such non-complying removal or interference occurs.

5.10. Where the Contractor encounters designated substance(s) or hazardous material(s) at the site or has reasonable grounds to believe that designated substance(s) or hazardous material(s) are or may be present at the site, the Contractor shall take all reasonable steps as deemed necessary to comply with the OHSA, including stopping the Work, to ensure that no person suffers injury, sickness, or death and that no property is injured or destroyed as a result of exposure to or the presence of such substance(s) or material(s), and immediately report the circumstances to the Consultant and any other appropriate authority, in writing. Where there is a delay by reason of so doing, the Contractor shall be entitled to its reasonable costs, to the extent directly incurred by reason of that delay and directly related to designated substance(s) or hazardous material(s) which existed at the site prior to the commencement of the Work which were not disclosed by the City.

5.11. Authorized representatives of the City shall, at all times, have access to the Work site to monitor the Contractor’s compliance with the terms of the Contract.

5.12. During the course of the Work, the Contractor shall furnish forthwith to the City of Toronto Health and Safety Manager, via the Consultant, a copy of all correspondence, reports, compliance orders or charges arising from or issued in respect to the requirements of the OHSA which are received or which come to the notice of the Contractor that apply or are relevant to any of the Work or activities conducted under the terms of the Contract.

5.13. Without limiting any other right, remedy or privilege of the City under this Contract or otherwise provided by law, statute or in equity, where the Contractor has failed to strictly comply with the OHSA or any other health and safety duty, obligation or requirement of the Contractor, whether express or implied, the City shall have the right to:

(a) Require the Contractor to remedy such default, by the removal of any

workers from the Work that fail to comply with the OHSA (or any other health and safety plan, policy or program requirement of the Contract) or the taking of such other measures as may be necessary to remedy such default;

(b) Suspend or Stop the Work;

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(c) Cancel or Terminate the Contract; and/or (d) Exercise any other right, remedy or privilege available to the City for default

or breach of this Contract available under the terms of this Contract, or may be available in law, by statute or in equity.

5.14. In the event that the City exercises the right to suspend or stop the Work or an affected part thereof, as a result of the failure by the Contractor to strictly comply with the OHSA or any other health and safety duty, obligation or requirement of the Contractor, such Work or part thereof shall not resume until any such violation has been completely rectified to the satisfaction of the Consultant.

5.15. The Contractor shall be responsible for any delay in the progress of the Work as a result of any violation of a health and safety requirements of any federal, provincial or municipal governmental authority, it being understood that no such delay shall be deemed or construed as an "Unavoidable Delay" for the purposes of extending the time for performance for the Work or entitling the Contractor to additional compensation whatsoever, and the Contractor shall take all necessary steps to avoid delay in the final completion of the Work without additional cost to the City. The City shall not be responsible for any compensation, expense or liability resulting from any such delay.

5.16. Nothing in this Contract shall be construed as requiring the City to monitor or approve the workplace health and safety practices of the Contractor. The City shall not be liable to any person by reason of a breach by the Contractor or any subcontractor of any applicable health and safety standard or requirement.

6. Workforce Development Plan

Where required in the Contract Documents, the Contractor shall implement and document the Workforce Development Plan described in section 2-5 to the satisfaction of the City (in its sole discretion).

7. Organization Of Work And Work Restrictions

Before work commences, the Contractor shall expedite the ordering and delivery of all materials and equipment required, and shall co-ordinate the sequence of the work stages. No claim shall be allowed for delays and/or additional expense resulting from failure to order and accept the delivery of materials from suppliers in a timely manner and subsequent failure to maintain the contract schedule. It is the Contractor's responsibility to implement all required measures (e.g. fences, enclosures, etc.) in order to strictly control the pedestrian traffic in the construction area and to prevent any pedestrian approaching into the areas of construction hazard, or any other dangerous area. The Contractor shall be attentive to the needs of pedestrians that are visually or physically impaired, and the Contractor must be prepared at all times to assist in the safe and comfortable passage of these pedestrians.

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The Contractor shall note that a number of existing utilities and services are located below the area of reconstruction and others in the near vicinity. The Contractor shall examine the site to identify potential problems associated with the accessibility, transportability and constructability of their proposed methods.

8. Other Contractors

The Contractor is advised that existing utility relocation and other work, survey, testing, sampling and quality control estimates may take place within the construction limits prior to and possibly during the work to facilitate the new construction. The Contractor shall co-ordinate its activities with those of any particular utility, testing companies, City crew and other contractor working within the project construction limits at a particular work location in order that all work can take place expeditiously and without conflict. There shall be no consideration for additional payment to the Contractor related to work activity co-ordination as described above.

9. Contractor's Liability

The Contractor will be held responsible by the City of Toronto for damages caused by the Contractor's work to utilities, properties, structures near to or in the general area of the Work, through the Contractor's or its sub-contractor's intentional or negligent action or omission, or through settlement of ground, vibration or shock etc., resulting from causes relating to the Work performed under the Contract. Additionally, the Contractor will be required to make good all damage at its expense and to the satisfaction of the Consultant.

10. Pre-Construction Survey And Layout

10.1. Pre-Construction Survey

The City shall perform a pre-construction survey to identify property bars, and to establish baselines and benchmarks necessary for the delineation of Working Area and layout of the Works. Notwithstanding, the City may request the Contractor to perform the pre-construction survey. In which case, compensation for the service shall be determined on a time and materials basis in accordance with GC 6.2.4.

10.2. Layout

The City shall perform the layout of the Works in this Contract. Notwithstanding, the City may request the Contractor to perform the Layout of the Works. In which case, compensation for the service shall be determined on a time and materials basis in accordance with GC 6.2.4.

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11. Disposal Of Surplus Excavated Material And Removals

All surplus excavated materials, removals, grindings and all other debris, including that from sewer flushing and catch basin cleaning, shall be disposed of, off site. No separate payment shall be made for the costs associated with this work. The City of Toronto will not make arrangements for the disposal of surplus materials or supply bills of lading. The Contractor shall assume full ownership of the surplus excavated material and shall be solely responsible for its removal and disposal. The Contractor shall indemnify and hold harmless the City and each of its elected officials, officers, employees and agents from and against all claims, demands, actions, suits or proceeding which may arise in connection with the excavated material and the handling and disposal thereof. The Contractor shall comply with the requirements of all Federal, Provincial and Municipal Laws, Acts, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract. Stockpiling of excavated material within the City street allowance is not permitted. The Contractor shall dispose of all excavated material off site immediately upon removal. No additional payment will be made for costs incurred as a result of this requirement.

12. Smog Alert Response Plans

The Contractor, when notified by the Consultant that the City’s Smog Alert Response Plan has been implemented, shall, where applicable:

suspend use of oil based products except for roadway line painting required to address safety concerns or to reduce traffic congestion;

suspend all pesticide spraying; suspend grass cutting operations; not allow refuelling during daytime hours; not permit equipment and vehicle idling; curtail the use of two-stroke engines as much as practical; suspend normal street sweeping of all roadways during daytime hours except

where there is an urgent need for clean-up, i.e. following a special event such as Caribana;

suspend the operation of loop cutting tar pots; and suspend any non-essential planned traffic control device installation or

modification work which will require lane closures or require complete deactivation of the traffic control device. Work that is required to address safety concerns or to reduce traffic congestion may continue.

Asphalt paving operations using SS-1 tack coat (water based) may continue. A Smog Alert may be preceded by a Smog Watch. A Smog Watch is issued when there is a 50 percent chance that a smog day is coming within the next three (3) days. The

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Contractor shall not be entitled to any additional payment or extension of Contract Time due to the implementation of the Smog Alert Response Plans. Notwithstanding the above, if it is necessary and the Consultant ordered the suspension of paving operations, payment and/or extension of the Contract for the suspension of asphalt paving operations shall only be made if notification by the Executive Director or General Manager to suspend work is made in less than four hours prior to starting of such operations, and if such suspension has detrimentally impacted on the Contractor's work schedule. The Contractor shall provide supporting documentation identifying the impact and associated fair and reasonable costs and any delay in accordance with the General Conditions of Contract Part 6. Payment for this work, at actual costs incurred, shall be made under the appropriate provisional item(s) identified in the Pricing Form and in accordance with the General Conditions of Contract 6.2.4 Payment on a Time and Material Basis with the exception of any mark ups.

13. Security

The Contractor shall be responsible for the security of the work of this Contract from the time the job site is turned over to him until all work has been completed. The Contractor shall take all necessary precautions to ensure that the construction site does not pose a hazard to the public for the duration of the project. Appropriate safety and warning signs must be posted. All such site security measures shall be removed from the site at the completion of the project. The Contractor shall supply a Capital Improvement/Project Information Sign that shall be posted in a prominent area. The specifications for the sign can be found at www.toronto.ca/ecs-standards under Construction Information Sign Specifications. No additional separate payment will be made for such work and provisions.

14. Material And Truck Weighing

The City reserves the right to randomly verify the quantity of materials supplied in connection with this Contract. Prior to unloading of materials that are priced on a unit weight basis (“unit weight materials”), the weight tickets must be provided to the Consultant (or in their absence, the City’s inspector). Material weight tickets that are not provided to the Consultant or the City’s inspector prior to unloading will not be accepted later for payment. When directed by the Consultant or the City’s inspector, trucks carrying unit weight materials shall proceed immediately to a City’s weighing facility as specified by the Contractor Administrator or the inspector. After passing through the City’s weight scale and unloading the materials, the empty truck shall return to the same facility to verify the vehicle tare if so directed by the Consultant or the City’s inspector.

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Should the weight verification show that the verified weight of the material is less than what is shown on the Contractor’s weight ticket by more than 1.0%, the payment for the affected load shall be made based on the weight measured by the City’s weighing facility. City staff will also adjust the method of measurement for all following loads that are not weight-verified but have been delivered to the site before a new weight verification process can prove the Contractor had rectified the weight inconsistency. The weight of the following loads will be adjusted based on an adjustment factor determined from the most recently weight-verified load The City will not compensate contractors for any cost associated with the weight verification process.

15. Noise Regulations

The Contractor shall comply with all City noise bylaws. In addition, the Contractor shall ensure the following:

Equipment shall be maintained in an operating condition that prevents unnecessary noise, including but not limited to proper muffler systems, properly secured components and the lubrication of all moving parts; and

Idling of equipment shall be restricted to the minimum necessary for the proper performance of the specified work.

16. Fair Wage And Labour Trades Policy

The Contractor and all associated subcontractors, shall be subject to the City's Fair Wage Policy and Labour Trades Obligations, as adopted by the City from time to time, and any of the City's or legislated labour trades requirements. Failure to comply with this policy and/or these requirements, may lead to termination of the Contract, or termination or rejection of a subcontractor, as the case may be, with no recourse by the Contractor in respect of such termination or rejection. The Fair Wage Schedule that is applicable to this Contract is set out in Section 2 – Information for Bidders – of this Tender Call.

17. Liquidated Damages

The Contractor recognizes and agrees that the City will suffer financial loss if Substantial Performance of the Contract is not attained within the time specified in this Contract. The Contractor also recognizes the delays, expenses and difficulties involved in proving the actual loss suffered by the City if Substantial Performance of the Contract is not attained on time. Accordingly, instead of requiring any such proof, the Contractor agrees that as liquidated damages for delay (but not as penalty) the Contractor shall pay to the City the sum of $500.00 dollars five hundred per day as liquidated damages for each and every calendar day’s delay from the specified time for the attainment of Substantial Performance of the Contract until Substantial Performance of the Contract is attained, and it is further expressly acknowledged and agreed by the Contractor that:

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(a) this amount is a reasonable estimate of the actual damage that will be incurred by the City due to any failure to attain Substantial Performance of the Contract within the time required by this Contract;

(b) the City may deduct the amount due under this section from any monies that may be due or payable to the Contractor, whether under this Contract or any other agreement; and,

(c) the liquidated damages provided for in this section shall be without prejudice to any other remedy to which the City is entitled at law or in equity.

18. Spills Reporting

Spills or discharges of pollutants or contaminants under the control of the Contractor, and spills or discharges of pollutants or contaminants that are a result of the Contractor's operations that cause or are likely to cause adverse effects shall forthwith be reported to the Consultant. Spills or discharges and their adverse effects shall be as defined in the Environmental Protection Act R.S.O. 1990, c. E.19, as may be amended. All spills or discharges of liquid, other than accumulated rain water, from luminaries, internally illuminated signs, lamps, and liquid type transformers under the control of the Contractor, and all spills or discharges from this equipment that are a result of the Contractor's operations shall, unless otherwise indicated in the Contract, be assumed to contain PCBs and shall forthwith be reported to the Consultant. This reporting will not relieve the Contractor of its legislated responsibilities regarding such spills or discharges.

19. Taxes

Harmonized Sale Tax (HST) is to be applied to the prices submitted as specified in the relevant sections of the call document or in the Price Schedule provided in the call. HST for the supply and delivery of materials/goods is to be shown as additional/separate line items on the Price Schedule and any subsequent invoices.

20. Insurance

This clause is supplementary to 3.36 (paragraph 11.1 Insurance) of the Supplementary

Conditions in Section 5. The limit of Commercial Liability Insurance is $5,000,000 as specified in paragraph

11.1.2

The limit of Automobile Liability Insurance is $2,000,000 as specified in paragraph 11.1.5

Contractor's Pollution Insurance is $2,000,000 as specified in paragraph 11.1.6.

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21. Service Standards for Contractors in Responding to Third Party Claims

1. Without limiting the obligations of the Contractor under section 2, the Contractor, or the Contractor's insurer, shall:

(a) respond to all third party claimants in a timely manner, (b) ensure that third party claimants are provided with accurate information about

the status of their claim, and (c) where appropriate, notify third party claimants of the relevant activity on their

claims and provide them with information.

2. (1) If the Contractor receives notice of a third party claim from a claimant relating to or arising out of the Contract, the Contractor shall immediately forward the notice of claim to the City Clerk's office at [email protected].

(2) Once the Contractor receives notice of a third party claim from the City's

adjuster, relating to or arising out of the Contract, the Contractor, or the Contractor's insurer, shall:

(a) within 5 Working Days of receiving notice of the claim, send a letter to the

claimant acknowledging receipt of the claim and provide the claimant with the contact information of the Contractor's Superintendent, or another person representing the Contractor, to whom the claimant can refer questions regarding the claim.

(b) conduct an investigation of the claim and make a decision regarding the claim that is based on a proper consideration of the facts.

(c) within 25 Working Days of receiving notice of the claim, provide the claimant with a letter advising of the results of the investigation and clearly explaining the Contractor's decision regarding the claim or should the contractor require the involvement of their insurance company to resolve the claim, this shall be forwarded to the insurance company and the claimant notified within the allotted time above.

An extension of time for responding to the claimant may be provided in writing by the Consultant, if the Contractor or the Contractor's insurer, in writing, provides the Consultant with a request for an extension as well as the reasons for the extension. In considering whether to provide an extension under this section, the Consultant shall consider the Contractor's, or the Contractor's insurer's, reasons for the request and all of the surrounding circumstances including good customer service standards. Once the contractor forwards the claim to their respective insurer, the resolution of the claim shall follow the insurance industry standards for claim investigation.

(3) If an extension of time is provided under subsection 2(2), the Contractor, or

the Contractor's insurer, shall write to the claimant advising that the investigation is on-going, advise of the date by which the Contractor or its insurer will report the results of the investigation to the claimant, and explain the reasons why additional time is required to make a decision on the claim.

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(4) A copy of all letters sent to the claimant by or on behalf of the Contractor, including letters sent by the Contractor's insurer, pursuant to this section shall be copied to the Consultant, and the City's adjuster.

3. (1) If the Contractor fails to meet any of its obligations under section 1 or 2, the City

shall provide the Contractor with notice that these obligations must be fulfilled.

(2) If the Contractor does not meet its obligations under section 1 or 2 within 5 Working Days from receipt of the notice provided to the Contractor pursuant to subsection 3(1), the City may hold back an amount of $10,000.00 from monies payable to the Contractor under this Agreement.

(3) Subject to its right to exercise any other right of hold back or set-off, including

the City's rights under Supplementary GC 13.6.1, the City will release the monies held back pursuant to subsection 3(2) once it has received evidence that the Contractor has sent the claimant a letter(s) in accordance with subsections 2(2)(a) and (c).

4. Where appropriate, the Contractor shall ensure its insurer takes all of the

appropriate steps to meet the obligations under sections 1 to 3, failing which the Contractor shall be responsible for undertaking these obligations itself.

5. The Contractor shall provide to the City monthly updates on the status of all third

party claims received until claim resolution.

22. Contract Documents

Supplementary Condition 1.1.1 is deleted and replaced with:

1.1.1 Amend paragraph 3.1 by adding the following after the words, "The General Conditions of the Stipulated Price Contract":

- These Supplementary Conditions

-The Specific Conditions, if any

-Drawings

-Specifications

-any addenda to the tender call for the Contract

- the tender call for the Contract

23. Order of Precedence

Supplementary Condition 3.1.1 is deleted and replaced with:

3.1.1 Delete paragraph 1.1.7.1 in its entirety and replace it with new paragraph 1.1.7.1:

"1.1.7.1 If there is a conflict within the Contract Documents, the order of priority of documents, from highest to lowest, shall be:

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any addenda to the tender call for the Contract,

the tender call for the Contract

any amendment to the Agreement between the Owner and the Contractor,

the Agreement between the Owner and the Contractor, as amended by these Supplementary Conditions and any Specific Conditions

the Definitions,

Specific Conditions

Supplementary Conditions,

the General Conditions,

the Drawings,

Division 1 of the Specifications,

Technical Specifications,

material and finishing schedules."

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Section 6 – Contract Execution Package Tender Call No. 271-2017 Contract No. N/A

PMMD V 5.15b – 2017.06.08 Page 6-1

Note

Bidders are not required to complete the following listed documents as part of the Bid Submissions.

The Successful Bidder shall complete these documents upon notification by the City.

CCDC 2-2008 STIPULATED PRICE CONTRACT

CCDC 221-2002 PERFORMANCE BOND

CCDC 222-2002 LABOUR & MATERIAL PAYMENT BOND (Trustee Form)

WSIB & TAX STATUTORY DECLARATION

INSURANCE CERTIFICATE

SUPPLEMENTARY STATUTORY DECLARATION FOR OHSA

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Section 6 – Contract Execution Package CCDC 2-2008 STIPULATED PRICE CONTRACT

Tender Call No. 271-2017 Contract No. N/A

PMMD V 5.15b – 2017.06.08 Page 6-2

CCDC 2-2008 STIPULATED PRICE CONTRACT

CCDC 2 is published by the Canadian Construction Document Committee ("CCDC") and is available for purchase at http://www.ccdc.org/WhereToBuy/WhereToBuy.html

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CCDC 221-2002 PERFORMANCE BOND


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Section 6 – Contract Execution Package CCDC 222-2002 LABOUR & MATERIAL PAYMENT BOND (Trustee Form)


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CCDC 222-2002 LABOUR & MATERIAL PAYMENT BOND (Trustee Form)


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Section 6 – Contract Execution Package WSIB & Tax Statutory Declaration Form


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CANADA, ) IN THE MATTER OF the annexed Agreement PROVINCE OF ONTARIO, ) made between JUDICIAL DISTRICT OF YORK ) ) ) ) – and – ) ) THE CITY OF TORONTO ) ) this day of , 20 . ) with respect to ) I, , of the CITY / TOWN / VILLAGE of in the Province of , do solemnly declare as follows: 1. I am of (If an incorporated Company, state" President", (Company Name) “Secretary”, or as the case may be) referred to above (hereinafter called “the Contractor”), and as such have knowledge of

the matters hereinafter declared to. 2. The Contractor has paid all assessment or compensation payable to the Workplace

Safety and Insurance Board as provided for in the article of the General Conditions entitled “Certification and Payment”, attached to the said Agreement.

3. The Contractor has paid all taxes and/or penalties imposed on it by the Corporation Tax

Act, R.S.O. 1990, c. C.40, as may be amended. AND I MAKE this solemn Declaration conscientiously believing it to be true and knowing that it is of the same force and effect as if made under oath. DECLARED before me at } } the of } } in the City of Toronto } } this day } Signing Officer of Company } of 20 }

A Commissioner, etc.

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Section 6 – Contract Execution Package Supplementary Statutory Declaration with Asbestos Awareness Training


PMMD Construction - V 1.0 – May 20, 2011 Page 6-17

DOMINION OF CANADA } IN THE MATTER of a proposed Contract for } PROVINCE OF ONTARIO } } JUDICIAL DISTRICT } } OF YORK; } } TO WIT: } Contract No.

as hereinbefore described on the first page of the Tender.

I/we

of the city / town / village of

in the province of do solemnly declare as follows:

IF AN INDIVIDUAL STRIKE OUT "OF"

1. I am (If an incorporated Company, state "President", “Secretary”, or as

the case may be) of

(State Firm Name)

the Contractor herein.

IF AN INDIVIDUAL CARRYING ON A BUSINESS UNDER A FIRM NAME, USE THIS PARAGRAPH

I am the Contractor herein contracted to carry out the work under contract no. ____ and I carry on business at

under the name of and (State Firm Name)

there is no other person associated with me in partnership.

IF A PARTNERSHIP, USE THIS PARAGRAPH

We are the Contractors contracted to carry out the work under Contract no.____ and we carry on business at

in partnership, under the name of

and (state firm name)

we are the only members of such partnership.

Working Near Asbestos

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2. I/we have a health and safety policy and a programme to implement such policy as required by clause 25 (2) (j) of the Occupational Health and Safety Act. R.S.O., 1990, c. o.1, as may be amended (hereinafter “OHSA”), and the said policy does not conflict with the health and safety policy of the City of Toronto.

3. With respect to the goods and services contemplated in the above Contract, the Contractor and its proposed Subcontractors

a) Have conducted training, for all personnel to be involved in providing such goods and services (including but not limited to employees and workers as well as the employees and workers of all sub-contractors), as required by the OHSA and all regulations thereunder, including those with respect to the workplace hazardous materials information system, industrial establishments, construction projects, confined spaces and designated substances.

b) Have, without limiting the generality of the foregoing, provided its personnel (including but not limited to employees and workers as well as the employees and workers of all sub-contractors) with Asbestos Awareness Training which meets the requirements of Ontario Regulation 278/05 (Designated Substance – Asbestos on Construction Projects and in Buildings and Repair Operations) and which includes the matters set out in Appendix “A”.

c) Have put into effect all programs and plans related to confined spaces as required by the regulations under the OHSA.

d) Have put into effect all programmes relating to designated substances as required by the regulations under the OHSA.

4. Without limiting the generality of the foregoing, the Contractor’s supervisors have received, in addition to Asbestos Awareness Training set out in 3(b), a program of Asbestos Management Training which meets the requirements of Ontario Regulation 278/05 (Designated Substances – Asbestos on Construction Projects and in Buildings and Repair Operations) and which includes the matters set out in Appendix “B”.

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5. I am/we are each of the full age of twenty-one years or over.

And I/we make this solemn declaration conscientiously believing it to be true and knowing that it is of the same force and effect as if made under oath and by virtue of “the Canada Evidence Act”.

SEVERALLY DECLARED before me at the }

} of in } the Province of Ontario } } this day } Signing Officer of Company } of 20 }

A Commissioner, etc.

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APPENDIX “A”

“ASBESTOS AWARENESS TRAINING”

history of asbestos and asbestos-containing materials

how to identify asbestos

the hazards of asbestos exposure

methods of controlling asbestos hazards

the use, care and disposal of protective equipment and clothing to be used and worn when doing the work

use and maintenance of respiratory protective equipment (RPE)

personal hygiene to be observed when doing the work

Ontario legislation regarding asbestos

the measures and procedures prescribed by the Occupational Health and Safety Act and Ontario Regulation 278/05 regarding asbestos

overview of Type 1, Type 2 and Type 3 abatement methods and procedures Training on the aforementioned topics shall have been delivered no more than 6 months prior to the commencement of the Work, and proof of training shall be provided to the City immediately prior to the commencement of the Work and the Bidder shall retain a copy to be made available for inspection upon request.

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APPENDIX “B”

“ASBESTOS MANAGEMENT TRAINING”

Occupational Health and Safety Act and Regulations and Ontario Regulation 278/05 regarding Asbestos

Identification of health hazards

Legislated employer duties

Responsibilities of Workers

Legislated constructor duties

Legislated Asbestos Management Plans

Ongoing Asbestos Management in Buildings, O Reg 278/05

Asbestos Records

Asbestos Management Program

Building Surveys

Control considerations including management plan, encapsulation / encasement, enclosure, removal

Asbestos Waste Disposal

Environmental Protection Act Ontario Regulation 347

Packaging Waste

Transporting Asbestos

Legislation Requirements

General Respirator Limitations

Types of Respirators

Parts of a Respirator

Visual Inspection

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Fit Checks

Particulate Filters

General Guidelines for Abatement Activities

Classifying Activities

Work Procedures – Type 1, Type 2 and Type 3 abatement methods and procedures Training on the aforementioned topics shall have been delivered no more than 6 months prior to the commencement of the Work, and proof of training shall be provided to the City immediately prior to the commencement of the Work and the Bidder shall retain a copy to be made available for inspection upon request.

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Section 7 – City Policies Tender Call No. 271-2017 Contract No. N/A

SECTION 7 – CITY POLICIES

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Section 7 – City Policies Tender Call No. 271-2017 Contract No. N/A

For a copy of the City of Toronto Procurement Policies, please download a copy of the Policy by

clicking any of the links as provided below or by visiting the following website (http://www1.toronto.ca/wps/portal/contentonly?vgnextoid=6281a73f0243b510VgnVCM100000

71d60f89RCRD) :

(1) FAIR WAGE POLICY* *Fair Wage Policy – (extracted from Schedule A of the City of Toronto Municipal Code,

Chapter 67) FW R (10/07)

The policy and schedules are available on the Fair Wage Office website –

www.toronto.ca/fairwage

(2) LABOUR TRADES CONTRACTUAL OBLIGATIONS IN THE CONSTRUCTION INDUSTRY*

Labour Trades Contractual Obligations – (extracted from Schedule B of the City of Toronto Municipal Code, Chapter 67)

(3) ACCESSIBILITY STANDARDS FOR CUSTOMER SERVICE TRAINING

REQUIREMENTS POLICY

(4) SOCIAL PROCUREMENT PROGRAM

(5) PURCHASE OF PRODUCTS MANUFACTURED IN FACTORIES WHERECHILDREN ARE USED AS SLAVE LABOUR OR OTHER EXPLOITIVE

CIRCUMSTANCES WHICH IMPEDES CHILD DEVELOPMENT

(6) ENVIRONMENTALLY RESPONSIBLE PROCUREMENT STATEMENT

(7) RIGHT TO REJECT DEBTORS AND SET OFF POLICY

(8) CONTRACTOR PERFORMANCE EVALUATION FORM

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Contractor Performance Evaluation 1

START DATE:

COMPLETION DATE: U I ME EE EX N/A

A. sub-score 25%

1.

2.

3.

B. sub-score 25%

1.

2.

3.

C. sub-score 12.5%

1.

2.

3.

4.

5.

6.

7.

8.

9.

D. sub-score 25%

1.

2.

3.

4.

5.

6.

7.

8.

8.1

8.2

8.3

8.4

8.5

8.6

E. sub-score 12.5%

1.

2.

3.

4.

5.

6.

7.

NOTE: If the contractor disagrees with this evaluation, it is to submit its objections in writing with supporting evidence within five (5) business days to the Division

Manager (for Interim Reports) or to the Division Director (for Final Reports)

version 1.2 - Feb 25-15

Did a person with decision-making authority represent the contractor at pay/progress meetings?

QUALITY - Compliance with Contract Standards & Specifications

Did the contractor commence the work on time?

Did the contractor promptly & effectively correct defective work as the project progressed?

Did the contractor submit a satisfactory baseline schedule in compliance with the contract?

Did the contractor comply with standards and specifications in the contract?

ORGANIZATION - Work Plan and Management

Did the contractor take adequate precautions with any hazardous materials and designated substances?

CONTRACTOR:

PROJECT NAME:

SAFETY & COMPLIANCE - Laws & Standards

CONTRACT VALUE:

DESCRIPTION:

Was the quality and workmanship in compliance with the contract documents?

3.00

3.00

Did the contractor adhere to environmental, (non-OHSA) safety requirements, and other laws & policies?

For definitions refer to Backup sheets

Ranking

Did the contractor complete the project on time?

Accurate and complete record documents (as-builts)

Did the contractor effectively coordinate and manage the work of its subcontractors?

Secure and/or closed applicable municipal permits

Did the contractor comply with OHSA requirements?

Did the contractor submit schedule updates in accordance with the contract?

Did the contractor provide adequate & competent site supervision?

3.00

Did the contractor adequately staff and resource the project in compliance with the contract?

Did the contractor keep the site clean and free of trash and debris in compliance with the contract?

CONTRACT No.:

Did the contractor promptly comply with change orders, change directives, site instructions, and RFQs?

Weight

Weight

Weight

Weight

Weight

Did the contractor submit accurate, complete invoices in a timely manner?

Date

Project Manager:

SignatureName (Print or Type)

Director: (required for Final only)

Did the contractor coordinate to minimize disruption to the public and City operations?

Manager:

Total Score (weighted)

DATE:

Did the contractor submit timely, relevant requests for information (RFIs) as needed?

Were shop drawings submitted according to shop drawing schedule and in compliance with the contract?

EXECUTION - Work Performance

3.00

Did the contractor adequately address disputes, damages and claims with third parties to City PM's knowledge?

Look ahead schedules or work plans

Did the contractor seek authorization to perform extra or additional work?

3.00

3.00

Did the contractor follow the approved schedule and meet milestones?

Did the contractor provide effective quality control?

Was the quality and submission timelines of the following items acceptable?

Did the contractor provide competitive change order pricing?

Did the contractor accept responsibility for the full scope and extent of the contract?

Did the contractor participate in resolving project problems and display initiative to implement solutions?

Did the contractor demonstrate accountability for problems for which they where responsible?

Complete operations and maintenance manuals and closeout documents

Did the contractor communicate, cooperate, collaborate with the contract administrator, project team & stakeholders?

Training plan and manuals

Startup testing and commissioning reports

ADMINISTRATION - Contractor Performance and Diligence

Interim #

Final

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