Churchill Specification

Churchill Gardens Project: AF 11 138 STCG

Project Specification Status: BP Issue Date: 2011 12 20 Set #: _________________

Structural Engineer: TRL & Associates. Attn.: Brian Roney

100 – 1615, 10th Ave SW. Calgary, AB T3C 0J7 Phone: (403) 244-4944, Fax: (403) 229-2110

Mechanical Consultant: Stantec. Attn.: George Henderson 1719 – 10 Ave SW. Calgary, AB T3C 0K1 Phone: (403) 716.8192

Electrical Consultant: CWC Consulting Attn.: Matt Wheatly

#2036- 42 Ave SW, Calgary, AB T2T 2M7 Phone: (403) 470-4360

Prime Consultant: Alvin Reinhard Fritz Architect Inc.

Attn.: Marc Kugler RR8 S28 C14, 5801 - 1 Avenue South, Lethbridge, AB, T1J 4P4 Phone: (403) 320-8100, Fax: (403) 327-3373

SASKATOON TIMKO CHURCHILL GARDENS AF 11 138 STCG STATUS : TENDER AND BP ISSUE

- Alvin Reinhard Fritz Architect Inc., Lethbridge, Alberta

- 1 -

Table of Contents Section Description Pages Number Division 01 – General Requirements Section 01 19 00 – Specifications and Documents…………………………………………….. 1 Section 01 33 00 – Submittal Procedures………………………………………………………. 3 Section 01 35 23 – Health and Safety………………………………………………………… 5 Section 01 35 26 – Environment Protection…………………………………………………….. 7 Section 01 41 00 – Regulatory Requirements………………………………………………….. 8 Section 01 45 00 – Quality Control……………………………………………………………… 9 Section 01 61 00 – Product Requirements…………………………………………………….. 11 Section 01 62 00 – Product Exchange Procedures…………………………………………… 14 Section 01 73 00 – Execution……………………………………………………………………. 15 Division 06 – Wood and Plastics Section 06 10 00 – Rough Carpentry……………………………………………………………. 16 Section 06 20 00 – Finish Carpentry…………………………………………………………….. 16 .. Division 07 – Thermal and Moisture Protection Section 07 14 00 – Fluid – Applied Waterproofing……..……………………………………… 25 Section 07 21 13 – Board Insulation…………………………………………………………….. 25 Section 07 21 16 – Non Rigid Fibrous Insulation………………………………………………. 34 Section 07 26 00 – Vapour Retarders…………………………………………………………… 37 Section 07 27 00 – Air Barriers…………………………………………………………………… 38 Section 07 31 13 – Asphalt Shingles…………………………………………………………….. 40 Section 07 46 60 – Fiber Cement Siding………………………………………………………... 44 Section 07 71 23 – Manufactured Gutters And Downspouts…………………………………..48 Section 07 84 00 – Firestopping …………………………………………………………………. 53 Section 07 92 00 – Joint Sealants……………………………………………………………….. 54 Division 08 – Openings Section 08 12 13 - Standard Hollow Metal Frames…………………………………………….. 57 Section 08 13 13 – Standard Hollow Metal Doors……………………………………………… 60 Section 08 14 16 – Flush Wood Doors………………………………………………………….. 63 Section 08 31 13 – Access Doors and Frames………………………………………………… 67 Section 08 36 13 – Sectional Doors……………………………………………………………… 74 Section 08 41 13 – Aluminum Framed Entrances……………………………………………… 75 Section 08 53 10 – Plastic Windows…………………………………………………………….. 80 Section 08 80 50 – Glass and Glazing…………………………………………………………... 85 Division 09 – Finishes Section 09 21 16 – Gypsum Board Assemblies……………………………………………….. 107 Section 09 51 13 – Acoustic Panel Ceilings…..………………………………………………… 108 Section 09 91 10 – Painting……………………..………………...……………………………… 108 Division 11 – Equipment

SASKATOON TIMKO CHURCHILL GARDENS AF 11 138 STCG STATUS : TENDER AND BP ISSUE

- Alvin Reinhard Fritz Architect Inc., Lethbridge, Alberta

- 2 -

Section 11 31 00 – Miscellaneous Equipment and Residential Appliances .……………….. 110 END OF TABLE OF CONTENTS

1 General

1.1 SECTION INCLUDES.1 Words and terms..2 Complementary documents..3 Precedence of Documents..4 Specification grammar.

1.2 COMPLEMENTARY DOCUMENTS.1 Generally, drawings indicate graphically, the dimensions and location of components and

equipment. Specifications indicate specific components, assemblies, and identify quality..2 Drawings, specifications, diagrams and schedules are complementary, each to the other, and

what is required by one, to be binding as if required by all..3 Should any conflict or discrepancy appear between documents, which leaves doubt as to the

intent or meaning, apply the Precedence of Documents article below or obtain guidance or direction from Consultant.

.4 Examine all discipline drawings, specifications, schedules, diagrams and related Work to ensure that Work can be satisfactorily executed.

.5 All specification sections of the Project Manual and Drawings are affected by requirements of Division 01 sections.

1.3 PRECEDENCE OF DOCUMENTS.1 In the event of conflict within and between the Contract Documents, the order of priority within

specifications and drawings for this project are - from highest to lowest:.1 the Agreement and Definitions between the Owner and the Contractor,.2 the Definitions,.3 Supplementary Conditions,.4 the General Conditions,.5 Sections of Division 01 of the specifications,.6 Sections of Divisions 02 through 49 of the specifications,.7 Schedules and Keynotes:

.1 Material and finishing schedules within the specifications, then

.2 Material and finishing schedules on drawings, then

.3 Keynotes and definitions thereto, then.8 Diagrams,.9 Drawings:

.1 Drawings of larger scale shall govern over those of smaller scale of the same date, then

.2 Dimensions shown on drawings shall govern over dimensions scaled from drawings, then

.3 Location of utility outlets indicated on architectural detail drawings takes precedence over positions or mounting heights located on mechanical or electrical drawings.

.10 Later dated documents shall govern over earlier documents of the same type..2 In the event of conflict between documents, the decision of the Consultant shall be final.

1.4 SPECIFICATION GRAMMAR.1 Specifications are written in the imperative (command) mode, in an abbreviated form..2 Imperative language of the technical sections is always directed to the Contractor identified as

a primary constructor, as sole executor of the Contract, unless specifically noted otherwise..1 This form of imperative (command) mode statement requires the primary constructor to

perform such action or Work..2 Perform all requirements of the Contract Documents whether stated imperatively or

otherwise..3 Division of the Work among subcontractors, suppliers, or others is solely the prime

constructor's responsibility. The Consultant(s) and specification authors assume no

Basic Specification Section 01 19 00 19.12.2011 Specifications and Documents Page 1

responsibility to function or act as an arbiter to establish subcontract scope or limits between sections or divisions of Work.

End of Section

Basic Specification Section 01 19 00 19.12.2011 Specifications and Documents Page 2

1 General

1.1 SECTION INCLUDES.1 Shop drawings and product data..2 Samples..3 Additional professional involvement.

1.2 ADMINISTRATIVE.1 Submit to Consultant submittals listed for review. Submit with reasonable promptness and in

orderly sequence so as to not cause delay in Work. Failure to submit in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

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

.3 Present shop drawings, product data, samples and mock-ups in SI Metric units.

.4 Where items or information is not manufactured or produced in SI Metric units, converted values within the metric measurement tolerances are NOT acceptable.

.5 Review submittals prior to submission to Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and co-ordinated with requirements of Work and Contract Documents.

.6 Submittals not stamped, signed, dated, identified as to specific project, and attesting to their being reviewed will be returned without being examined and shall be considered rejected.

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

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

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

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

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

1.3 SHOP DRAWINGS AND PRODUCT DATA.1 The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance

charts, brochures and other data which are to be provided by Contractor to illustrate details of a portion of Work.

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

.3 Allow ten (10) days for Consultant's review of each submission.

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

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

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

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

.1 Subcontractor.

Basic Specification Section 01 33 00 19.12.2011 Submittal Procedures Page 1

.2 Supplier.

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

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

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

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

.8 After Consultant's review, distribute copies.

.9 Submit electronic copy of shop drawings for each requirement requested in specification Sections and as consultant may reasonably request.

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

.11 Delete information not applicable to project.

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

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

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

samples with origin and intended use..2 Deliver samples prepaid to Consultant's business address..3 Notify Consultant in writing, at time of submission of deviations in samples from requirements

of Contract Documents..4 Where colour, pattern or texture is criterion, submit full range of samples..5 Adjustments made on samples by Consultant are not intended to change Contract Price. If

adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.

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

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

1.5 MOCK-UP.1 Window installation mock-up is required as detailed in Section 08 53 10 Plastic Windows.

1.6 ADDITIONAL PROFESSIONAL DESIGN AND INVOLVEMENT.1 Sprinkler fire protection shop drawings, calculations and schedules are required to be

submitted the the consultant in order that the Building Owner can sign the Professional Engineer's Schedules.

.2 The Consultant will return the completed submission to the contractor who is required to submit them the the Authority Having Jurisdiction.

End of Section

Basic Specification Section 01 33 00 19.12.2011 Submittal Procedures Page 2

1 General

1.1 SECTION INCLUDES.1 Safety requirements and adherence.

1.2 RELATED SECTIONS.1 Section 01 31 00 - Project Managing and Coordination..2 Section 01 33 00 - Submittal Procedures..3 Section 01 35 18 - LEEDJ Requirements and Procedures..4 This section describes requirements applicable to all Sections within Divisions 02 to 49.

1.3 REFERENCES.1 Province of Alberta: Occupational Health and Safety Act, Regulation and Code R.S.A -

Amended 1995, including requirements for a "Prime Contractor" as defined by the Act.

1.4 SAFETY PLAN.1 Develop written site-specific Health and Safety Plan based on hazard assessment prior to

commencing any site Work and continue to implement, maintain, and enforce plan until final demobilization from site. Health and Safety Plan must address project specifications.

.2 Consultant may respond in writing, where deficiencies or concerns are noted and may request re-submission with correction of deficiencies or concerns.

1.5 RESPONSIBILITY.1 The "Prime Contractor" according applicable local jurisdiction, is responsible for health and

safety of persons on site, safety of property on site and for protection of persons adjacent to site and environment to extent that they may be affected by conduct of Work.

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

.3 Should any unforeseen or peculiar safety-related factor, hazard, or condition become evident during performance of Work, and follow procedures in place for Employee's Right to Refuse Work in accordance with Acts and Regulations of Province having jurisdiction. Advise Consultant verbally and in writing.

1.6 SAFETY ACTIVITIES.1 Perform site specific safety hazard assessment related to project..2 Schedule and administer Health and Safety meeting with Consultant prior to commencement of

Work..3 Perform Work in accordance with Section 01 41 00 - Regulatory Requirements and this

section.

1.7 HEALTH AND SAFETY COORDINATOR.1 Employ and assign to Work, competent and authorized representative as Health and Safety

Coordinator. Health and Safety Coordinator must:.1 Have minimum two (2) years' site-related working experience specific to activities

associated with this type of project..2 Have working knowledge of occupational safety and health regulations..3 Be responsible for completing Contractor's Health and Safety Training Sessions and

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

Basic Specification Section 01 35 23 19.12.2011 Health And Safety Page 1

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

.5 Be on site during execution of Work .

1.8 POSTING OF DOCUMENTS.1 Ensure applicable items, articles, notices and orders are posted in conspicuous location on site

in accordance with Acts and Regulations of Province having jurisdiction, and in consultation with Consultant.

1.9 CORRECTION OF NON-COMPLIANCE.1 Immediately address health and safety non-compliance issues identified by authority having

jurisdiction or by Consultant..2 Provide Consultant with written report of action taken to correct non-compliance of health and

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

1.10 HAZARDOUS WORK.1 Blasting or other use of explosives is not permitted without prior receipt of written instruction by

Consultant.

1.11 WORK STOPPAGE.1 Give precedence to safety and health of public and site personnel and protection of

environment over cost and schedule considerations for Work.

1.12 FIRE PROTECTION.1 Provide and maintain temporary fire protection equipment during performance of Work required

by insurance companies having jurisdiction governing codes, regulations and bylaws..2 Burning rubbish and construction waste materials is not permitted on site..3 Maintain placed or installed fire resistive construction, to protect the portions of the Work during

construction.

End of Section

Basic Specification Section 01 35 23 19.12.2011 Health And Safety Page 2

1 General

1.1 SECTION INCLUDES.1 Site fires..2 Site Drainage..3 Site clearing and plant protection..4 Work adjacent to waterways..5 Pollution control.

1.2 FIRES.1 Fires and burning of rubbish on site not permitted..2 Provide supervision, attendance and fire protection measures.

1.3 DRAINAGE.1 Provide temporary drainage and pumping as necessary to keep excavations and site free from

water..2 Do not pump water containing suspended materials into waterways, sewer or drainage

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

in accordance with local authority requirements.

1.4 SITE CLEARING AND PLANT PROTECTION.1 Protect trees and plants on site and adjacent properties where indicated..2 Wrap in burlap, trees and shrubs adjacent to construction work, storage areas and trucking

lanes, and encase with protective wood framework from grade level to height of 2 metres..3 Protect roots of designated trees to drip-line during excavation and site grading to prevent

disturbance or damage. Avoid unnecessary traffic, dumping and storage of materials over root zones.

.4 Minimize stripping of topsoil and vegetation.

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

1.5 WORK ADJACENT TO WATERWAYS.1 Do not operate construction equipment in waterways..2 Do not use waterway beds for borrow material..3 Do not dump excavated fill, waste material or debris in waterways..4 Design and construct temporary crossings to minimize erosion to waterways..5 Do not skid logs or construction materials across waterways..6 Avoid indicated spawning beds when constructing temporary crossings of waterways..7 Do not blast under water or within 100 metres of indicated spawning beds.

1.6 POLLUTION CONTROL.1 Maintain temporary erosion and pollution control features installed under this contract..2 Control emissions from equipment and plant to local authorities emission requirements..3 Prevent sandblasting and other extraneous materials from contaminating air beyond

application area, by providing temporary enclosures..4 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust

control for temporary roads.

End of Section

Basic Specification Section 01 35 26 19.12.2011 Environment Protection Page 1

1 General

1.1 SECTION INCLUDES.1 Laws, notices, permits and fees..2 Discovery of hazardous materials.

1.2 LAWS, NOTICES, PERMITS AND FEES.1 The laws of the Place of the Work shall govern the Work..2 The Owner shall obtain and pay for the building permit, permanent easements and rights of

servitude. The Contractor shall be responsible for permits, licenses or certificates necessary for the performance of the Work which were in force at the date of executing the Agreement.

.3 Give the required notices and comply with the laws, ordinances, rules, regulations or codes which are or become in force during the performance of the Work and which relate to the Work, to the preservation of the public health and to construction safety.

.4 If the Contractor knowingly performs or allows work to be performed that is contrary to any laws, ordinances, 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, rules, regulations or codes.

.5 Determine detailed requirements of authorities having jurisdiction.

.6 Pay construction damage deposits levied by municipality in connection with the issuance of a building permit.

1.3 HAZARDOUS MATERIAL DISCOVERY.1 Asbestos: If material resembling asbestos is encountered in course of demolition work,

immediately stop work and notify Consultant.

1.4 PERSONNEL SMOKING.1 Comply with regulatory and Owner imposed smoking restrictions during execution of the Work

within or outside the premises.

End of Section

Basic Specification Section 01 41 00 19.12.2011 Regulatory Requirements Page 1

1 General

1.1 SECTION INCLUDES.1 Inspection and testing, administrative and enforcement requirements..2 Tests and mix designs..3 Mock-ups.

1.2 REFERENCES.1 ISO/IEC 17025:2005 - General Requirements for the Competence of Testing and Calibration

Laboratories..2 SCC (Standards Council of Canada).

1.3 INSPECTION BY AUTHORITY.1 Allow Authorities Having Jurisdiction access to Work. If part of Work is in preparation at

locations other than Place of Work, allow access to such Work whenever it is in progress..2 Give timely notice requesting inspection whenever portions of the Work are designated for

special tests, inspections or approvals, either when described in the Contract Documents or when required by law in the Place of the Work.

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

1.4 REVIEW BY CONSULTANT.1 Consultant may order any part of the Work to be reviewed or inspected if Work is suspected to

be not in accordance with Contract Documents..2 If, upon review such work is found not in accordance with Contract Documents, correct such

Work and pay cost of additional review and correction.

1.5 ACCESS TO WORK.1 Allow inspection and testing agencies access to Work, off site manufacturing and fabrication

plants..2 Cooperate to provide reasonable access and facilities for such access.

1.6 PROCEDURES.1 Notify appropriate agency and Consultant in advance of requirement for tests, in order that

attendance arrangements can be made..2 Submit samples and materials required for testing, as specifically requested in specifications.

Submit with reasonable promptness and in an orderly sequence so as not to cause delay in Work.

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

1.7 REJECTED WORK.1 Remove defective Work, whether result of poor workmanship, use of defective products or

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

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

.3 If in opinion of Consultant it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner may deduct from Contract Price the difference in

Basic Specification Section 01 45 00 19.12.2011 Quality Control Page 1

value between Work performed and that called for by Contract Documents, amount of which shall be determined by Consultant.

1.8 TESTS AND MIX DESIGNS.1 Furnish electronic copies of test results and mix designs as may be requested.

1.9 MOCK-UP.1 Prepare mock-up for Work specifically requested in specifications. Include for Work of all

Sections required to provide mock-ups..2 Construct in all locations acceptable to Consultant..3 Prepare mock-ups for Consultant's review with reasonable promptness and in an orderly

sequence, so as not to cause any delay in Work..4 Approved mock-up may remain as part of Work.

End of Section

Basic Specification Section 01 45 00 19.12.2011 Quality Control Page 2

1 General

1.1 SECTION INCLUDES.1 Product quality, availability, storage, handling, protection, and transportation..2 Product substitution procedures..3 Manufacturer's instructions..4 Quality of Work, coordination and fastenings..5 Existing facilities.

1.2 TERMINOLOGY.1 New: Produced from new materials..2 Re-newed: Produced or rejuvenated from an existing material to like-new condition to serve a

new or existing service..3 Defective: A condition determined exclusively by the Consultant.

1.3 PRODUCT QUALITY.1 Products, materials, equipment, parts or assemblies (referred to as Products) incorporated in

Work: New, not damaged or defective, of best quality (compatible with specification requirements) for purpose intended. If requested, provide evidence as to type, source and quality of Products provided.

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

.3 Should any dispute arise as to quality or fitness of Products, decision rests strictly with Consultant.

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

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

1.4 AVAILABILITY.1 As soon as possible, review Product delivery requirements and anticipate foreseeable supply

delays for any items..2 If delays in supply of Products are foreseeable, notify Consultant of such, in order that

substitutions or other remedial action may be authorized in ample time to prevent delay in performance of Work.

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

1.5 STORAGE AND PROTECTION.1 Store and protect Products in accordance with manufacturers' written instructions..2 Store with seals and labels intact and legible..3 Store sensitive Products in weather tight, climate controlled, enclosures in an environment

favourable to Product..4 For exterior storage of fabricated Products, place on sloped supports above ground..5 Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to

prevent condensation and degradation of Products..6 Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with

foreign matter..7 Provide equipment and personnel to store Products by methods to prevent soiling,

disfigurement, or damage.

Basic Specification Section 01 61 00 19.12.2011 Product Requirements Page 1

.8 Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition.

1.6 TRANSPORTATION AND HANDLING.1 Transport and handle Products in accordance with manufacturer's written instructions..2 Promptly inspect shipments to ensure that Products comply with requirements, quantities are

correct, and Products are undamaged..3 Provide equipment and personnel to handle Products by methods to prevent soiling,

disfigurement, or damage.

1.7 PRODUCT CHANGES.1 Change in Product(s): Submit request for substitution or alternative in accordance with Section

01 62 00.

1.8 EXISTING UTILITIES.1 When breaking into or connecting to existing services or utilities, execute Work at times

directed by local governing authorities, with minimum of disturbance to Work, and building occupants.

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

1.9 MANUFACTURER'S WRITTEN INSTRUCTIONS.1 Unless otherwise indicated in specifications, install or erect Products in accordance with

manufacturer's written instructions. Do not rely on labels or enclosures provided with Products. Obtain written instructions directly from manufacturers.

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

.3 Improper installation or erection of Products, due to failure in complying with these requirements, authorizes Consultant to require removal and re-installation at no increase in Contract Price or Contract Time.

1.10 QUALITY OF WORK.1 Ensure Quality of Work is of highest standard, executed by workers experienced and skilled in

respective duties for which they are employed. Immediately notify Consultant if required Work is such as to make it impractical to produce required results.

.2 Do not employ anyone unskilled in their required duties. Consultant reserves right to require dismissal from site any workers deemed incompetent or careless.

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

1.11 COORDINATION.1 Ensure cooperation of workers in laying out Work. Maintain efficient and continuous

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

1.12 CONCEALMENT.1 In finished areas, conceal pipes, ducts and wiring in floors, walls and ceilings, except where

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


1.13 REMEDIAL WORK.1 Perform remedial work required to repair or replace parts or portions of Work identified as

defective or unacceptable. Coordinate adjacent affected Work as required..2 Perform remedial work by specialists familiar with materials affected. Perform in a manner to

neither damage nor put at risk any portion of Work.

1.14 LOCATION OF FIXTURES.1 Consider location of fixtures, outlets, and mechanical and electrical items indicated as

approximate..2 Inform Consultant of conflicting installation. Install as directed.

1.15 FASTENINGS.1 Provide metal fastenings and accessories in same texture, colour and finish as adjacent

materials, unless indicated otherwise..2 Prevent electrolytic action between dissimilar metals and materials..3 Use non-corrosive hot dip galvanized steel fasteners and anchors for securing exterior work,

unless stainless steel or other material is specifically requested in affected specification Section.

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

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

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

1.16 FASTENINGS - EQUIPMENT.1 Use fastenings of standard commercial sizes and patterns with material and finish suitable for

service..2 Use heavy hexagon heads, semi-finished unless otherwise specified. Use Type 304 or 316

stainless steel for exterior areas..3 Bolts may not project more than one diameter beyond nuts..4 Use plain type washers on equipment, sheet metal and soft gasket lock type washers where

vibrations occur. Use resilient washers with stainless steel.

1.17 PROTECTION OF WORK IN PROGRESS.1 Prevent overloading of any part of the Project..2 Do not cut, drill or sleeve any load bearing structural member, unless specifically indicated,

without written approval of Consultant.

End of Section


1 General

1.1 SECTION INCLUDES.1 Substitutions.

1.2 SUBSTITUTIONS.1 Document each request with complete data substantiating compliance of proposed Substitution

with Contract Documents..2 A request constitutes a representation that the Bidder:

.1 Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product.

.2 Will provide the same warranty for the Substitution as for the specified Product.

.3 Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner.

.4 Waives claims for additional costs or time extension which may subsequently become apparent.

.5 Will reimburse Owner and Consultant for review or redesign services associated with re-approval by authorities.

.3 Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

.4 Substitution Submittal Procedure:.1 Submit electronic request for Substitution for consideration. Limit each request to one

(1) proposed Substitution..2 Submit shop drawings, product data, and certified test results attesting to the proposed

Product equivalence. Burden of proof is on proposer..3 The Consultant will notify Contractor in writing of decision to accept or reject request.

End of Section

Basic Specification Section 01 62 00 19.12.2011 Product Exchange Procedures Page 1

1 General

1.1 SECTION INCLUDES.1 Tolerances.2 Execution requirements for all Work.

1.2 TOLERANCES.1 Monitor fabrication and installation tolerance control of Products to produce acceptable Work..2 Do not permit tolerances to accumulate beyond effective or practical limits..3 Comply with manufacturers' tolerances. In case of conflict between manufacturers' tolerances

and Contract Documents, request clarification from Consultant before proceeding..4 Adjust Products to appropriate dimensions; position and confirm tolerance acceptability, before

permanently securing Products in place.

1.3 EXECUTION.1 Execute cutting, fitting, and patching to complete the Work..2 Perform all required excavation and fill to complete the Work..3 Fit several parts together, to integrate with other Work..4 Uncover Work to install ill-timed Work..5 Remove and replace defective or non-conforming Work..6 Remove samples of installed Work for testing, if not designated in the respective Section as

remaining as part of the Work..7 Provide openings in non-structural elements of Work for penetrations of mechanical, Work.

Limit opening dimensions to minimal sizes required, and performed in a neat and clean fashion.

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

.9 Employ competent workers to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces.

.10 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed on masonry or concrete work without prior approval.

.12 Fit Work reasonably close to opening size to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

.13 At penetration of fire rated walls, ceilings, or floor construction, completely seal voids with firestopping material in accordance with the ULC rated system.

.14 Re-finish surfaces to match adjacent finishes: For continuous surfaces re-finish to nearest intersection; for an assembly, re-finish entire unit.

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

End of Section

Basic Specification Section 01 73 00 19.12.2011 Execution Page 1

1 General

1.1 SECTION INCLUDES.1 Roof curbs..2 Sheathing..3 Telephone and electrical panel back boards..4 Preservative treatment of wood.

1.2 REFERENCES.1 CAN/CGSB-51.34-M86 - Vapour Barrier, Polyethylene Sheet for Use in Building Construction.2 CAN/CGSB-71.26-M88 - Adhesive for Field-Gluing Plywood to Lumber Framing for Floor

Systems.3 CSA B111-74(R2003) - Wire Nails, Spikes and Staples.4 CSA G164-M92(R2003) - Hot Dip Galvanized of Irregularly Shaped Articles.5 CSA O80 Series-08 - Wood Preservation.6 CSA-O121-08 - Douglas Fir Plywood .7 CSA-O141-05 - Softwood Lumber..8 CSA-O151-04 - Canadian Softwood Plywood..9 CSA-O153-M1980 (R2003) - Poplar Plywood..10 CSA-O80 Series-08 - Wood Preservation..11 CSA-O437 Series-93 (R2006) - OSB and Waferboard..12 National Lumber Grades Authority (NLGA) - Standard Grading Rules for Canadian Lumber,

2007 Edition.

1.3 SUBMITTALS.1 Section 01 33 00: Submission procedures..2 Product Data: Provide technical data on wood preservative materials..3 Submit MSDS sheets or official manufacturer literature stating no urea-formaldehyde was used

in the manufacturing of composite wood.

1.4 QUALITY ASSURANCE

.1 Material shall comply with applicable requirements of National Building Code 2005.

.2 Lumber shall be graded and stamped by an agency certified by Canadian Lumber Standards Administrative Board.

.3 Plywood shall be graded and stamped in accordance with applicable CSA standards.

.4 Panel products shall be marked with a recognized, visible grade stamp.

2 Products

2.1 LUMBER.1 Lumber: to CAN/CSA 0141, softwood, S-P-F, S4S, surface-dry, graded and stamped in

accordance with current National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber..1 Moisture Content: maximum 19% at time of installation..2 Finger jointed lumber is not acceptable.

.2 Framing and Board Lumber: in accordance with ABC and as specified in schedules.

.3 Furring, Blocking, Nailing Strips, Grounds, Rough Bucks, Cants, Curbs Fascia Backing and Sleepers: S4S, "Standard" or better grade for board, post and timber sizes, "Standard" light framing or better for dimension sizes.

Basic Specification Section 06 10 00 19.12.2011 Rough Carpentry Page 1

2.2 ENGINEERED WOOD PRODUCTS

.1 Provide engineering wood products with the structural capacity that meets or exceeds the requirements shown on drawings and as set forth in the National Building Code. Manufacturers published values shall be determined by rational engineering analysis and demonstrated by comprehensive testing preformed by a qualified independent testing agency.

.2 Laminated Veneer Lumber: A composite of wood veneers with the grain primarily parallel to the member length, manufactured with an exterior type adhesive complying with ASTM D2559. The product shall have allowable design values determined in accordance with ASTM D5456.

.3 Parallel Strand Lumber: A composite of wood strand elements with the grain primarily parallel to the member length, manufactured with an exterior type adhesive complying with ASTM D2559. The product shall have allowable design values determined in accordance with ASTM D5456.

.4 Wood I-Joists: Prefabricated units complying with depths, load capacity and performance ratings as shown on drawings. The web material shall be either oriented strand board or plywood.

2.3 PANEL PRODUCTS

.1 Provide panel products manufactured with phenol-formaldehyde or formaldehyde-free adhesives.

.2 Canadian Softwood Plywood: to CSA 0151.

.3 Douglas Fir Plywood: to CSA 0121.

.4 Poplar Plywood: to CSA 0153, standard construction.

.5 Oriented Strand Board: to CSA 0437.0.

.6 Underlayment: Douglas Fir plywood, exterior, sanded grade, G1S, wood inlay patches only, plugged crossbands.

2.4 FASTENING DEVICES AND HARDWARE.1 Nails and Spikes: to CSA B111:

.1 Use common spiral nails and spiral spikes except where indicated otherwise.

.2 Use hot dip galvanized finished steel for exposed exterior work, highly humid interior areas and for pressure - preservative and fire-retardant treated lumber.

.2 Underlayment Fasteners: to CSA B111:.1 Nails: galvanized, annular ringed, length to provide minimum 85% penetration into

subfloor, but not enough to anchor underlayment to joists..2 Staples: chisel point, non-divergent, double-coated, length ensuring minimum 85%

penetration into subfloor but not penetration through..3 Bolt, nut, washer, screw and pin type fasteners: hot dip galvanized finish to CSA G164..4 Metal Framing Anchors

.1 General: Provide products with allowable structural capacity to support the loads from members as shown on the drawings. Manufacturers published values shall be determined from empirical data and rational engineering analysis, and shall be

supported by comprehensive testing performed by a qualified testing company..2 Galvanized Steel: Hot-dip, zinc coated steel sheet complying with ASTM A653/A653M,

G60 (Z180) coating designation. Minimum thickness 1.6 mm..3 Joist Hangers: U-shaped joist hangers with 50 mm long seat and 32 mm wide nailing

flanges at least 85% of joist depth..4 I-Joist Hangers: U-shaped joist hangers with 50 mm long seat and 32 mm wide nailing

flanges full depth of joist. Nailing flanges to provide lateral support as the joist top chord..5 Top Flange Hangers: U-shaped joist hangers, full depth of joist, formed from 50 mm wide metal strap with tabs bent to extend over and be fastened to support member..6 Joist Ties: 32 mm wide flat straps with holes for fasteners for tying joists together over

supports, 600 mm long..7 Rafter Tie-Downs: 38 mm wide bent strap tie for fastening rafters or roof trusses to wall

studs below. Tie fastens to side of rafter or truss, face of top plates and side of stud below.


.8 Floor to Floor Ties: Flat straps with holes for fasteners for tying upper floor wall studs to band joists and lower floor studs, 32 mm wide by 900 mm long.

.9 Hold-Downs: Brackets for bolting to wall studs and securing to foundation walls with anchor bolts or to other hold-downs with threaded rods, and designed with the first two bolts placed seven bolt diameters from the reinforced base. For bolt sizes refer to structural drawings.

.10 Structural drawings and specification take precedence over the above notes relating to framing anchors.

2.5 ANCILLARY MATERIALS.1 Subflooring adhesive: to CAN/CGSB 71.26, cartridge loaded..2 Surface applied wood preservative: copper napthanate base or pentachlorophene, prepared in

accordance with CSA O80.15, coloured green..1 SCAQMD Rule #1113 - Architectural Coatings..2 Maximum allowable VOC limit 350g/L.

.3 Polyethylene Film: to CAN/CGSB-51.34, 100 micrometre thick.

.4 Sealing Tape: minimum 60 mm width, polypropylene sheathing tape with acrylic adhesive, or duct tape of same width.

2.6 FACTORY WOOD TREATMENT.1 Wood Preservative (Pressure Treatment): CSA-O80 Series, using water borne preservative

with 0.25 percent retainage..2 Wood Preservative (Surface Application): Surface-applied wood preservative: clear or copper

napthenate or 5% pentachlorophenol solution, water repellant preservative.

3 Execution

3.1 FRAMING

.1 Install members true to line, levels and elevations. Space uniformly.

.2 Construct continuous members from pieces of longest practicable length.

.3 Install spanning members with "crown-edge" up.

.4 Install blocking to facilitate installation of finishing materials, fixtures, specialty items and trim.

.5 Install Engineered wood products to comply with manufacturers written instructions, drawings and details.

.6 Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members.

.7 Coordinate curb installation with installation of decking and support of deck openings,.

3.2 BUILDING IN OF POLYETHYLENE SHEET

.1 Build in sheet polyethylene in framing where framing interrupts sheet polyethylene vapour retarder specified in Section 07 26 00, at the following locations:.1 Between top and cap plates of walls. Leave minimum of 100 mm of sheet polyethylene

on each side of interior walls and inside face of exterior walls..2 At intersections between interior and exterior walls, extend sheet polyethylene past next stud adjacent..3 Other locations where framing interrupts continuity of sheet polyethylene vapour retarder.

.2 Use sealing tape to seal joints.


3.3 WALL AND ROOF SHEATHING

.1 Install roof and wall sheathing in accordance with requirements of the National Building Code except as follows:.1 Install roof and wall sheathing with panel end-joints located on solid bearing, staggered at least 800 mm..2 Fasten roof and wall sheathing panels using common-spiral or annular-grooved nails

spaced 150 mm O.C. along edges and 300 mm O.C. along intermediate supports. Useof staples is not acceptable.

3.4 PANEL-TYPE SUBFLOORING

.1 Install subflooring with panel end-joints located on solid bearing, staggered at least 800 mm.

.2 Apply subflooring adhesive on wood framing to support panel-type subflooring. Place continuous single-bead on each framing member and double-bead on framing members supporting panel joints. Comply with adhesive manufacturer's installation instructions.

.3 Fasten subfloor panels using common-spiral or annular-grooved nails spaced 150 mm O.C. along edges and 300 mm O.C. along intermediate supports. Use of staples is not acceptable.

3.5 PANEL-TYPE UNDERLAYMENT

.1 Install only when environmental conditions in installation area conform to requirements for flooring installation. Install to manufacturer's printed recommendations.

.2 Acclimatize wood underlayment in installation area for at least 24 hours before installation. Store on edge, spaced to permit air movement between faces. Test moisture content of underlayment and subfloor to ensure they are within acceptable range recommended by underlayment manufacturer.

.3 Install underlayment panels over subflooring with grade stamp down.

.4 Install with face grain at right angles to subfloor panels. Stagger underlayment panel joints. Offset underlayment and subfloor joints minimum 150 mm.

.5 Lightly abut panels to eliminate joint gaps. Sand panel joints level until joints cannot be felt by hand.

.6 Leave 3 to 6 mm gap between underlayment and abutting vertical surfaces such as columns and perimeter walls.

.7 Fully fasten one panel at a time.

.8 Nail or staple panels every 50 mm along edges, minimum 6 mm and maximum 10 mm from edges, and every 100 mm over remainder of panels. Do not use screws. Do not fasten underlayment to joists.

.9 When stapling, ensure panels at staple gun are in firm contact with subfloor and that staples are installed parallel to panel face grain.

3.6 TELEPHONE AND ELECTRICAL EQUIPMENT BACKBOARDS

.1 Ensure that the installation and completion of gypsum board walls are done prior to installing backboards.

.2 Provide backboards for mounting telephone and electrical equipment as indicated. Use 19 mm thick Canadian Softwood Plywood/S1S or Douglas Fir Plywood/G1S on 19 x 38 mm furring around perimeter and at maximum 300 mm intermediate spacing.

.3 Prior to installing back boards ensure that backboards are back primed.

3.7 CARPENTRY IN CONNECTION WITH ROOFING

.1 Construct wood curbs for roof mounted equipment, anchors and for roof penetrations, except drains..1 Curb heights measured from highest point of roof adjacent to curb.

.1 200 mm for plumbing vents.


.2 250 mm for other curbs..2 Mechanically fasten plywood facing to parapets, and walls at roof-wall/parapet junctions..3 Screw top 38 x 89 mm plates of building control joint box to plywood sides. For roofing control

joint box use nails. Leave 25 mm gap between top plate ends every 2.4 m..4 Support edges of plywood backslope sheets. Bevel edge of sheets that meet structural deck..5 Attach curbs, control joint boxes, blocking and framing directly to structure..6 Cut cant strip from treated fir lumber, 89 x 89 mm x 45 degrees.

3.8 SITE APPLIED WOOD TREATMENT.1 Apply preservative treatment in accordance with manufacturer's written instructions..2 Brush apply one coats of preservative treatment on wood in contact with cementitious

materials. Treat site-sawn cuts..3 Allow preservative to dry prior to erecting members.

End of Section


1 General

1.1 SECTION INCLUDES.1 Finish carpentry items.

1.2 REFERENCES

.1 Architectural Woodwork Manufacturers Association of Canada (AWMAC) and Architectural Woodwork Institute (AWI):.1 Architectural Woodwork Standards, 1st Edition, 2009

.2 American National Standards Institute (ANSI):.1 ANSI/NPA A208.1-2009Particleboard.2 ANSI A208.2-2009 Medium Density Fiberboard (MDF) for Interior Applications.3 ANSI/HPVA HP-1-04 Standard for Hardwood and Decorative Plywood

.3 Canadian General Standards Board (CGSB):.1 CAN/CGSB-11.3-M87 Hardboard

.4 Canadian Plywood Association (CanPly):.1 Canadian Plywood Association (CanPly)

.5 Canadian Standards Association (CSA):.1 CSA B111-74(R2003) Wire Nails, Spikes and Staples.2 CAN/CSA-G164-M92 (R2003) Hot Dip Galvanizing of Irregularly Shaped Articles.3 CSA O121-08 Douglas Fir Plywood.4 CAN/CSA O141-05 Softwood Lumber.5 CSA O151-04 Canadian Softwood Plywood.6 CSA O153-M80 (R2003) Poplar Plywood.7 CSA Z760-94 Life Cycle Assessment

.6 National Hardwood Lumber Association (NHLA):.1 Rules for the Measurement and Inspection of Hardwood and Cypress 1998

.7 National Lumber Grading Authority (NLGA):.1 NLGA-07 Standard Grading Rules for Canadian Lumber

.8 Underwriters Laboratories of Canada (ULC):.1 CAN4-S104-M80 (R1985) Architectural Coatings.2 CAN4-S105-M85 (R1992) Fire Door Frames, meeting the Performance Required

by CAN4-S104

1.3 ADMINISTRATIVE REQUIREMENTS.1 Coordination:

.1 Coordinate with other work having a direct bearing on work of this section.

.2 Coordinate the work with plumbing and electrical rough-in, installation of associated and adjacent components.

.3 Coordinate provision of concealed blocking or supports.

1.4 SUBMITTALS FOR REVIEW.1 Product Data: Provide data on fire retardant treatment materials and application instructions..2 Shop Drawings:

.1 Indicate materials, component profiles, fastening methods, jointing details, accessories, and related details.

.2 Provide instructions for attachment hardware,..3 Samples:

.1 Submit two (2) samples of finish plywood, 300 x 300 mm min size illustrating wood grain and specified finish.

.2 Submit two samples of wood trim 250 mm long.

Basic Specification Section 06 20 00 19.12.2011 Finish Carpentry Page 1

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform work in accordance with AWMAC Premium quality..3 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience..4 Regulatory Agency Approvals:

.1 Lumber shall be graded and stamped by an agency certified by Canadian Lumber Standards Administrative Board.

.2 Plywood shall be graded and stamped in accordance with applicable CSA standards.

.3 Particleboard, fibreboard and wood based composite panels shall conform to ANSI standards.

1.6 DELIVERY, STORAGE, AND PROTECTION.1 Deliver, store and handle products to site..2 Make no delivery until site conditions have stable humidity and temperature conditions as

required by AWMAC standards and are adequate to receive the work of this Section. Protect materials from weather while in transit to site.

.3 Adequately protect finish surfaces during moving, handling and storage.

2 Products

2.1 LUMBER MATERIALS.1 Softwood lumber: average moisture content of 6% and maximum of 9% for interior work, an

average of 12% and maximum of 15% for exterior work, species to be selected, to AWMAC custom grade.

.2 Hardwood lumber: average moisture content of 6% and maximum of 9% for interior work, species to be selected, to AWMAC custom grade.

2.2 SHEET MATERIALS

.1 Hardwood plywood: to CSA O115, of thickness indicated, [ ] size sheets, [ ] species, [rotary] [plain sliced] [quarter sliced] [half round sliced] [back] [rift] cut face veneer of [good] [architectural] [sound] grade. Use [veneer] [lumber] [particle board] core with Type [I] [II] [III] bond. Select veneers to provide [book match] [slip match] [vertical butt and horizontal bookleaf match] [random match].

.2 Canadian softwood plywood: to CSA O151, [solid two sides] [solid one side] [select sheathing] [factory] [high density overlaid] [medium density overlaid] grade].

.3 Douglas fir plywood: to CSA O121-, [good two sides] [good/solid] [good one side] [solid two sides] [solid one side] [marine] [select sheathing] [sheathing] [factory] [high density overlaid] [medium density overlaid] grade.

.4 Poplar plywood: to CSA O153, [utility] [standard sheathing] [solid sheathing] [factory] [high density overlaid] [medium density overlaid] grade, [exterior waterproof] [interior moisture resistant] type.

.5 Particleboard: to ANSI A208.1-, grade 1-M-2 [, prefinished with [ ] finish].

.6 Hardboard: to CAN/CGSB-11.3 Type [1, standard] [2, tempered], [3][6] mm thick, [wood grained finish one side].

.7 Perforated Hardboard: to CAN/CGSB-11.3-M87 Type [1, standard] [2, tempered], [3 mm thick with 5 mm holes, 25 mm O.C.] [6 mm thick with 7 mm holes, 25 mm O.C.]

.8 Cork: high density cork board [ mm] thick [sanded] [unsanded].


2.3 PLASTIC LAMINATE MATERIALS.1 Plastic Laminate: NEMA LD3, Post Forming HGP type; ________ colour, ________ pattern,

and gloss surface texture as selected..2 OR.3 Thermoset Decorative Overlay: NEMA LD3, melamine paper; ________ colour, ________

pattern, and gloss surface texture as selected..4 OR.5 Solid Laminate: ________ colour, ________ pattern, and gloss surface texture as selected..6 Laminate Backing Sheet: NEMA LD3, BKL, not less than 0.5 mm thick,..7 OR.8 Laminate Backing Sheet: 0.5 mm Backing Sheet grade, undecorated plastic laminate.

2.4 ADHESIVE.1 Adhesive: Type recommended by AWMAC to suit application.

2.5 STANDING AND RUNNING TRIM.1 Window and Door Casings: species to be selected, profile as detailed, grade [N for natural or

stained] [P for opaque] finish]..2 Wall Bases: species to be selected, profile as detailed, grade [N for natural or stained] [P for

opaque] finish]..3 Chair Rails: species to be selected, profile as detailed, grade [N for natural or stained] [P for

opaque] finish]..4 Picture Mouldings: species to be selected, profile as detailed, grade [N for natural or stained]

[P for opaque] finish]..5 Handrails: species to be selected, profile as detailed, grade [N for natural or stained] [P for

opaque] finish].

2.6 FASTENERS

.1 Fasteners: to suit size and nature of components being fastened..1 Nails and Spikes: to CSA B111:

.1 Use common spiral nails and spiral spikes except where indicated otherwise.

.2 Use hot dip galvanized finished steel for exposed exterior work, highly humid interior areas and for pressure - preservative and fire-retardant treated lumber.

.2 Bolt, nut, washer, screw and pin type fasteners: hot dip galvanized finish to CSA G164.

2.7 SITE FABRICATION.1 Fabricate items rigid, plumb and square, as detailed, with tight, hairline joints. Sand work

smooth, set all nails and screws..2 Supply and install hanger rods in closets, consisting of 32 mm diameter [chrome plated steel

rod with matching end brackets..3 Fabricate handrails to provide finger joints..4 Fit shelves with hardwood edging..5 Provide 10 mm thick solid matching wood strip on plywood edges exposed in final assembly

when plywood 12 mm or thicker. Strips same width as plywood.

3 Execution

3.1 EXAMINATION


3.2 INSTALLATION.1 Install work to AWMAC Custom Quality Standard..2 Scribe and cut as required to fit abutting walls, and surfaces, to fit properly into recesses and to

accommodate intersecting or penetrating objects..3 Install door and window trim in single lengths without splicing..4 Fit backs of baseboards and casing snugly to wall surfaces to eliminate cracks at junction of

base and casing with walls..5 Set and secure materials and components in place, rigid, plumb and square, with tight, hairline

joints..6 Form joints to conceal shrinkage..7 Set finishing nails to receive filler. Where screws are used to secure components countersink

screw in round cleanly cut hole and plug with wood plug to match material being secured..8 Butt and cope internal joints of baseboards to make snug, tight joint. Cut right angle joints of

mouldings and external corners of base with mitred joints..9 Provide heavy duty fixture attachments for wall mounted cabinets, shelving and handrails..10 After installation, adjust operating hardware to ensure correct operation.

3.3 ERECTION TOLERANCES.1 Maximum Variation from True Position: 1.5 mm..2 Maximum Offset from True Alignment with Abutting Materials: 0.7 mm.

End of Section


1 General

1.1 SECTION INCLUDES.1 Fluid applied rubberized asphalt membrane waterproofing.

1.2 REFERENCES.1 ASTM C836-06 - High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing

Membrane for Use with Separate Wearing Course..2 ASTM D412-06a - Test Methods for Vulcanized Rubber and Thermoplastic Elastomers -

Tension..3 ASTM D624-00(2007) - Test Method for Tear Strength of Conventional Vulcanized Rubber and

Thermoplastic Elastomer..4 ASTM D746-07 - Test Method for Brittleness Temperature of Plastics and Elastomers by

Impact..5 ASTM D822-01(2006) - Standard Practice for Filtered Open-Flame Carbon-Arc Exposure of

Paint and Related Coatings..6 ASTM D1004-07 - Test Method for Tear Resistance (Graves Tear) of Plastic Film and

Sheeting..7 ASTM D2240-05 - Test Method for Rubber Property - Durometer Hardness..8 ASTM D3468-99(2006)e1 - Liquid-Applied Neoprene and Chlorosulfonated Polyethylene Used

in Roofing and Waterproofing..9 ASTM E96/E96M-05 - Test Methods for Water Vapor Transmission of Materials..10 NRCA (National Roofing Contractors Association - USA) - Roofing and Waterproofing Manual.

1.3 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures.2 Product Data: Provide copies of most recent technical waterproofing components data sheets

describing materials' physical properties and include product characteristics, performance criteria, physical characteristics, finish and limitations.

1.4 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with NRCA Waterproofing Manual..3 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience..4 Applicator Qualifications: Company specializing in performing the work of this section with

minimum three (3) years documented experience.

1.5 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Deliver and store materials, undamaged in original containers, in a suitable environment..3 Protect open containers and freshly applied solvent-based primers from open flame and any

adjacent flammable activity..4 Protect adjacent work from damage or defacement from splash, spray or spillage.

1.6 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Maintain ambient temperatures above 5 degrees C for 24 hours before and during application

and until liquid or mastic accessories have cured.

Basic Specification Section 07 14 00 19.12.2011 Fluid - Applied Waterproofing Page 1

1.7 WARRANTY.1 Section 01 78 10: Warranties..2 Provide five (5) year manufacturer warranty for waterproofing failing to resist penetration of

water, except where such failures are the result of structural failures of building. Hairline cracking of concrete due to temperature change or shrinkage is not considered a structural failure.

.3 For warranty repair work, remove and replace materials concealing waterproofing.

2 Products

2.1 COLD POURED MEMBRANE COMPOUND MATERIAL.1 Membrane: single-component, polymer modified, cold-applied, water-based, liquid

waterproofing membrane with the following properties:.1 Colour - Black.2 Solids - 60-70%.3 Film thickness - 80 mils wet, 40 mils dry.4 Application Temperature - Minimum ambient 5ºC.5 Water Absorption - 0.7% - ASTM D 1970.6 Water Vapour Transmission - 0.03 Perms - ASTM E96, B.7 Elongation - 1500% ASTM D 412.8 Cure Time - 16 - 24 hours.9 Maximum VOC - 10 g/l

.2 Reinforcing fabric: membraNe manufacturer's proprietary product for use in bridging gaps up to 5mm wide.

.3 Acceptable Products:.1 Colphene LM 300

2.2 ACCESSORIES.1 Membrane Protection: Extruded Polystyrene Insulation, CAN/ULC-S701 type 4, 50mm thick,

compressive strength 210 kPa..2 Drainage Medium: dimpled (minimium 10 mm depth) polypropylene sheet with heat fused

geotextile layer, compressive strength 15100 psf (725 kN/m2)..3 Asphaltic type protection boards must be used where asphalt paving will be installed directly over the protection layer.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify substrate surfaces are free of frozen matter, dampness, loose particles, cracks, pits,

projections, penetrations, or foreign matter detrimental to adhesion or application of waterproofing system.

.3 Verify that substrate surfaces are smooth, free of honeycomb or pitting, and not detrimental to full contact bond of waterproofing materials.

.4 Verify items which penetrate surfaces to receive waterproofing are securely installed.

3.2 PREPARATION.1 Protect adjacent surfaces not designated to receive waterproofing..2 Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's written

instructions. Vacuum substrate clean..3 Use equipment approved by the manufacturer for preparation, melting and application of

membrane material.


.4 Do not apply waterproofing to surfaces unacceptable to manufacturer.

.5 Seal cracks and joints with sealant materials using depth to width ratio as recommended by sealant manufacturer.

.6 Ensure that adequate fire extinguishers are located near any melter being used.

3.3 PRIMMING OF CONCRETE.1 Prior to application of membrane apply surface conditioner as a fine spray evenly at a rate of

approximately 12.5 litres per 100 square meters or as recommended by the manufacturer,depending on the condition of the concrete surface.

.2 Allow surface conditioner to dry completely before application of membrane.

3.4 APPLICATION.1 Apply membrane to manufacturer's instructions, evenly at the rate of 490kg per 100 sq. meters

to provide a continuous coating not less than 3.2mm thick at any point and average 4.6mm thick..2 Apply to all cracks in deck or walls, to upstands and to intersections of horizontal and vertical

surfaces a coat of membrane minimum 3.2mm thick and centre a strip of reinforcing tape, 75 to300mm wide depending on the width of the crack or joint, over the joint or crack and press intothe membrane while still warm, squeezing out air pockets. Allow assembly to cool.

.3 Apply a second coat of membrane 4.6mm thick extending at least 50mm beyond strip edges,ensure the strip is completely embedded.

.4 Seal items protruding to or penetrating through membrane and install counter flashing membrane

material..5 Extend waterproofing material into drain clamp flange, apply adequate coating of liquid membrane

to assure clamp ring seal. Coordinate with drain installation.

3.5 MEMBRANE PROTECTION.1 When the membrane has cooled off but before the surface becomes dusty, apply separation

sheet, tightly but or lap all edges and ends to ensure complete coverage..2 Install insulation butting all joints tightly. Use waterproofing membrane as adhesive to install

insulation. Ensure membrane is sufficiently cooled to prevent damage to insulation. Completelycover the membrane to protect it from abuse and ultraviolet rays.

3.6 INSTALLATION - DRAINAGE PANEL.1 Place drainage panel directly against membrane, butt joints, place to encourage drainage

downward..2 Place insulation (and if no insulation protection board) directly against drainage panel; butt

joints.

3.7 FIELD QUALITY CONTROL.1 On completion of membrane installation, dam installation area as directed by Consultant, in

preparation for flood testing..2 Flood to minimum depth of 75 mm with clean water. After 48 hours, verify no leaks with

Consultant..3 If leaking is found, remove water, patch leaking areas with new waterproofing materials as

directed by Consultant; repeat flood test. Repair damage to building..4 When area is proven watertight, drain water and remove dam.

3.8 PROTECTION OF FINISHED WORK.1 Do not permit traffic over unprotected or uncovered membrane..2 After membrane has cooled, but before it becomes dusty, apply separation sheet. Lap joints to


ensure complete coverage.

End of Section


1 General

1.1 SECTION INCLUDES.1 Board insulation at perimeter foundation wall, cantilvered concrete slabs and plasa areas.

1.2 REFERENCES.1 ASTM D1248-05, Standard Specification for Polyethylene Plastics Extrusion Materials For Wire

and Cable.2 ASTM D4101-08, Standard Specification for Polypropylene Injection and Extrusion Materials.3 CAN/ULC-S701-05, Thermal Insulation, Polystyrene, Boards and Pipe Coverings.4 CAN/ULC-S702-09, Thermal Insulation, Mineral Fibre, for Buildings

1.3 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data on product characteristics, performance criteria, limitations, and

fastening system.

1.4 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Do not install insulation adhesives when temperature or weather conditions are detrimental to

successful installation.

1.5 SEQUENCING AND SCHEDULING.1 Schedule application of insulation to follow immediately after installation of sheet membrane air

and vapour seal and to proceed concurrently with it.

2 Products

2.1 INSULATION MATERIALS.1 Extruded Polystyrene Insulation (XPS): CAN/ULC-S701 Type 4; cellular type, conforming to

the following:.1 Compressive Strength: 210 kPa..2 Thermal Resistance: RSI of 1.76..3 Water Absorption: <0.7percent by volume maximum..4 Board Thickness: 50 mm..5 Board Edges: Square edges..6 Flame/Smoke Properties: in accordance with CAN/ULC-S102.

.2 Extruded High Density Polystyrene Insulation (XPS): CAN/ULC-S701 Type 4; cellular type, conforming to the following:.1 Compressive Strength: 690 kPa..2 Thermal Resistance: RSI of 0.88.3 Water Absorption: <0.7percent by volume maximum..4 Board Thickness: 50 mm..5 Board Edges: Square edges..6 Flame/Smoke Properties: in accordance with CAN/ULC-S102.

.3 Mineral Fibre Insulation: CAN/ULC-S702 Type 1, glass fibre semi-rigid board, with the following characteristics:.1 Board Density: 70 kg/cu m..2 Thermal Resistance: RSI of 0.74..3 Board Size: 610 x 1219 mm.

Basic Specification Section 07 21 13 19.12.2011 Board Insulation Page 1

.4 Board Thickness: 25 mm.

.5 Facing: Unfaced.

.6 Board Edges: square.

.7 Flame/Smoke Properties: 5/10 in accordance with CAN/ULC-S102.

2.2 ADHESIVE MATERIALS.1 Adhesive Type 1: Type recommended by insulation manufacturer for application.

2.3 ACCESSORIES.1 Protective Boards: Cement board 12.7 mm thick, board sizes 810 x 1525mm, fully adherred to

foundation wall insulation. Lay boards horizontally, butt joints and sealed with ready mixed joint ;

Durock manufactured by CGC Inc..1 Seal DUROCK Brand Cement Board with Type I Ceramic Tile Adhesive. (Mix four

partsadhesive with one part water.) Embed CGC Brand Joint Tape over joints and treatfasteners with SHEETROCK Brand Setting-Type Joint Compound (DURABOND 45 or

90)applied in a conventional manner. Flat trowel SHEETROCK Brand Setting-Type Joint Compound over board to cover fasteners and fill voids to a smooth surface. Finish

jointswith at least two coats of SHEETROCK Brand Ready-Mixed Joint Compound. Do not apply ready-mixed or setting-type joint compound over unsealed board.

.2 Fasteners shall be specifically designed to anchor insulation by frictional resistance within structurally adequate substrates. They shall be inserted into and compressed against surrounding substrates, either by being driven or screwed, and shall be one of the following types:.1 Plastic: with integral shank and head of minimum 45 mm diameter to distribute

stresses, of high density polyethylene to ASTM D1248 or high density polypropylene to ASTM D4101.

.2 Carbon Steel or Stainless Steel: of nail, screw or expansion type, with separate hot-dip galvanized sheet steel or high density polyethylene or polypropylene stress distribution plates of minimum 50 mm diameter or width.

.3 Performance requirements for installed insulation fasteners:.1 Pullout Resistance: minimum 200 N, perpendicular to applicable substrates and within

temperature range of -30°C to +40°C..2 Corrosion Resistance: carbon steel components shall show not more than 15% of the

surface rusted, and coatings shall not blister, peel or crack, when tested to Corrosion Test Procedure of Factory Mutual Research Approval Standard, Class I Roof Covers (4470).

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive

insulation and adhesive..3 Verify substrate surface is flat, free of honeycomb,.

3.2 INSTALLATION - FOUNDATION PERIMETER.1 Adhere a 300 mm wide strip of polyethylene sheet over construction joints with double beads of

Type 1 adhesive each side of joint..1 Tape seal joints..2 Extend sheet full height of joint.


.2 Apply Type 1adhesive in three (3) continuous beads per board length.

.3 Install boards on foundation wall perimeter, horizontally..1 Place boards in a method to maximize contact bedding..2 Stagger side joints minimum 300mm..3 Butt edges and ends tight to adjacent board and to protrusions.

.4 Extend boards over control joints, unbonded to foundation 600 mm on one side of joint.

.5 Cut and fit insulation tight to protrusions or interruptions to the insulation plane..1 Immediately following application of board insulation, protect with drainage medium.

3.3 INSTALLATION OF FASTENERS.1 Secure all above grade and partially above grade insulation boards with fasteners, anchored to

substrates capable of providing specified fastener pull-out performance. Do not anchor to gypsum sheathing.

.2 Install fasteners following fastener manufacturer's recommendations for type of substrate, drill bits, edge distance, installation methods, and ambient and substrate temperature conditions.

.3 Space fasteners horizontally at:.1 maximum 800 mm o.c., and.2 minimum 100 mm and maximum 200 mm from vertical board joints.

.4 Space fasteners vertically:.1 at all horizontal board joints and on centre line of board widths, or.2 at 1/4 of board width from all horizontal joints.

.5 Do not use plastic fasteners in horizontal, suspended installations.

3.4 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Do not permit work to be damaged prior to covering insulation.

3.5 INSTALLATION - PLAZA

End of Section


1 General

1.1 SECTION INCLUDES.1 Batt insulation in exterior wall and roof construction..2 Blanket insulation for filling crevices in exterior wall and roof.

1.2 REFERENCES.1 ASTM C553-08, Specification for Mineral Fibre Blanket Thermal Insulation for Commercial and

Industrial Applications..2 ASTM C665-06, Specification for Mineral Fiber Blanket Thermal Insulation for Light Frame

Construction and Manufactured Housing..3 ASTM C1320-05, Standard Practice for Installation of Mineral Fiber Batt and Blanket Thermal

Insulation for Light Frame Construction..4 CAN/ULC-S702-09, Thermal Insulation, Mineral Fibre, for Buildings..5 CAN/ULC S703-01, Standard for Cellulose Fibre Insulation (CFI) for Buildings

1.3 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data on product characteristics and performance criteria..3 GREENGUARD Submittals: submit documentation of Indoor Air Quality Certified material.

1.4 PRODUCT DELIVERY AND STORAGE.1 Deliver insulation and accessories in original unopened packaging or cartons bearing

manufacturer's seals and labels..2 Store materials under cover on raised platforms, away from moisture. Keep dry at all times.

2 Products

2.1 BATT INSULATION.1 Fibrous Glass Batts: GREENGUARD Certified preformed insulation without a membrane,

sized for friction fit between framing, thermal resistance (RSI) 3.52. Thickness indicated on the drawings.

.2 Fibrous Mineral Wool Batts: preformed mineral slag insulation without membrane, sized for friction fit between framing, thermal resistance (RSI) 3.87. Thickness indicated on the drawings.

2.2 LOOSE FILL INSULATION.1 Loose Mineral Wool and Loose Glass Fibre: : GREENGUARD Certified blowing insulation,

thermal resistance to achieve R-40. .2 Loose Cellulose Fibre: to CAN/ULC S703-01, suitable for pouring or blowing installation,

thermal resistance to achieve R-40..3

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation.

Basic Specification Section 07 21 16 19.12.2011 Non-Rigid Fibrous Insulation Page 1

3.2 PREPARATION.1 Ensure all in-wall construction is complete before beginning installation..2 Install insulation after building substrate materials are dry..3 Ensure substrate materials are properly installed and complete before beginning installation.

3.3 INSTALLATION - GENERAL.1 Install insulation materials in accordance with manufacturer's recommendations..2 Install insulation to maintain continuity of thermal protection of building elements and spaces..3 Fit insulation tightly around openings and protrusions in plane of insulation..4 Install adequate blocking at eaves to ensure proper ventilation of attic space.

3.4 INSTALLATION OF BATT INSULATION.1 Install batts between framing members, structural components and other items snug and tight..2 Cut and trim batts neatly to fit spaces. Use batts free from ripped or damaged back and edges..3 Do not compress insulation to fit into spaces.

3.5 INSTALLATION OF LOOSE FILL INSULATION.1 Pneumatically place loose fill insulation above ceilings between and over joists..2 Fill above ceiling spaces to uniform thickness to provide specified minimum thermal resistance.

Ensure no air pockets occur..3 Place insulation against baffles / insulation stops. Do not impede natural attic ventilation to

soffit.

End of Section

Basic Specification Section 07 21 16 19.12.2011 Non-Rigid Fibrous Insulation Page 2

1 General

1.1 SECTION INCLUDES.1 Sheet and sealant materials for controlling vapour diffusion.

1.2 REFERENCES.1 ASTM C920-08 - Elastomeric Joint Sealants..2 ASTM C1311-02 - Solvent Release Sealants..3 ASTM E96/E96M-05 - Test Methods for Water Vapour Transmission of Materials..4 CGSB-19-GP-14M-1984 - Sealing Compound, One Component, Butyl-Polyisobutylene

Polymer Base, Solvent Curing..5 CAN/CGSB-19.13-M87 - Sealing Compound, One-component, Elastomeric, Chemical Curing..6 CAN/CGSB-51.34-M86 - Vapour Barrier, Polyethylene Sheet, for Use in Building Construction..7 SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking Guide

Specification.

1.3 PERFORMANCE REQUIREMENTS.1 Maximum Vapour Permeability (Perm): 15 ng/Pa•s•m2 measured in accordance with

CAN/CGSB-51.34.

1.4 COORDINATION AND SEQUENCING.1 Coordinate installation of sheet weather-vapour retarder with work of other Sections to achieve

an air-vapour tight building envelope..2 Sequencing:

.1 Sequence Work to permit installation of materials in conjunction with other materials and seals.

.2 Do not install vapour retarder until items penetrating it are in place.

2 Products

2.1 SHEET MATERIALS.1 Sheet Retarder Type 1: CAN/CGSB-51.34, polyethylene film for above grade application, 0.15

mm thick (6 mils).

2.2 SEALANTS.1 Butyl Sealant Type A: CGSB-19-GP-14M butyl rubber base, single component, solvent

release, non-skinning,; black colour..1 Elongation Capability: 5 percent..2 Service Temperature Range: -40 to 82 degrees C..3 Shore A Hardness Range: 10 to 30.

.2 Primer: Recommended by sealant manufacturer to suit application.

.3 Cleaner: Non-corrosive type; recommended by sealant manufacturer; compatible with adjacent materials.

2.3 ADHESIVES.1 Mastic Adhesive: asphalt type, compatible with sheet barrier and substrate, thick mastic of

uniform consistency.

Basic Specification Section 07 26 00 19.12.2011 Vapour Retarders Page 1

2.4 ACCESSORIES.1 Thinner and Cleaner for Butyl Sheet: As recommended by sheet material manufacturer..2 Tape: 3-ply laminate cryogenic vapour barrier tape made with 1 mil aluminium foil and a 0.5 mil

polyester film on both sides. Coated with a cold weather solvent acrylic pressure sensitive adhesive system which combines superior quick stick at normal temperatures and superior low temperature performance below freezing. 50 mm wide, compatible with sheet material.

.3 Electrical Vapour Barrier Box: Rigid, moulded polyethylene box with reinforced flanges.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify condition of substrate and adjacent materials.

3.2 PREPARATION.1 Remove loose or foreign matter which might impair adhesion..2 Clean and prime substrate surfaces to receive adhesive in accordance with manufacturers'

written instructions.

3.3 INSTALLATION.1 Install sheet vapour retarder to form a continuos vapour retarder between interior and exterior

of building envelope..2 Unless otherwise indicated install vapour retarder on warm side of assembly directly beneath

finish materials..3 Use sheets of largest practical size to minimize joints..4 Mechanically fasten or adhere vapour retarder to substrate..5 Joint sheets over solid backing, lapping sheets minimum 150mm..6 Install molded polyethylene pans behind semi-recessed components located in exterior walls

and ceilings. Install additional wood framing/blocking to securely fasten pans..7 Install molded polyethylene pans behind electrical outlet boxes located in exterior walls and

ceilings..8 Seal vapour retarder as follows:

.1 Apply continuous bead of sealant to substrate at all joints between framing members, and at all locations where continuity of vapour retarder is broken such as wall intersections or wall to sub-floor location.

.2 Apply continuous bead of sealant to substrate at perimeter of sheet vapour retarder.

.3 Lap sheet into sealant and press into sealant bead.

.4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring in sheet over sealant.

.9 Seal lap joints of vapour retarder as follows:.1 Attach first vapour retarder sheet to substrate..2 Apply continuous bead of sealant over solid backing at joint..3 Lap adjoining sheet over sealant and press into sealant bead..4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring in

sheet over sealant..10 Window Frame Perimeter: Lap sheet retarder from wall (with 75mm contact over firm bearing)

to window frame with 12mm of contact. Seal with sealant and staple..11 Wall Roof Junction: Lap sheet retarder from wall (with 150mm contact over firm bearing) to

roof vapour barrier with 100mm of contact. Seal with sealant and staple..12 Inspect vapour retarder for continuity. Repair punctures, rips and tears with sealing tape. .13 Where punctures and tears are extensive replace entire damaged section..14 Seal penetrations through polyethylene pans and outlet box covers with acoustical sealant.


3.4 PROTECTION OF FINISHED WORK.1 Protect finished Work..2 Do not permit adjacent Work to damage Work of this Section.

End of Section


1 General

1.1 SECTION INCLUDES.1 Air leakage criteria for primary air seal building enclosure materials and assemblies..2 Materials and installation methods supplementing other air seal materials and assemblies..3 Air seal materials to connect and seal openings, joints, and junctions between other air seal

materials and assemblies.

1.2 DEFINITIONS.1 Air Barrier: A continuous network of materials and joints providing air tightness, with adequate

strength and stiffness to not deflect excessively under air pressure differences, to which it will be subjected in service. It can be comprised of a single material or a combination of materials to achieve the performance requirements.

1.3 COORDINATION AND SEQUENCING.1 Coordination:


.2 Coordinate the work of this section with all sections referencing this section..2 Sequencing: Sequence work to permit installation of materials in conjunction with related

materials and seals.

1.4 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Maintain temperature and humidity recommended by the materials manufacturers before,

during and after installation.

2 Products

2.1 MATERIALS.1 Air Barrier Sheathing Paper:

.1 Hal Tex 30 minute building paper, black colour, weight per roll:7.5 KG, maunfactured by HAL Industries Inc.

.2 Self-Adhesive Air Barrier Membrane: SBS modified bitumen, self-adhering sheet membrane complete with a cross-laminated polyethylene film. .1 Sheet Membrane: Henry-Bakor Blueskin SA LT (low temperature application down to

-12°C) self-adhesive membrane..2 Sheet Membrane Primer: Henry-Bakor Aquatac (for applications above -4°C) or

Blueskin LVC adhesive (for applications above -12°C)..3 Air Barrier Mastic: Henry-Bakor Air-Bloc 21 or 230-21liquid air seal mastic..4 Air Barrier Sealant: Henry-Bakor HE925 BES termination sealant.

.3 Molded Plastic Corner Inserts: for sill locations to openings in the exterior wall..1 Grace VYCORner.

2.2 ACCESSORIES.1 Tape: Polyethylene self adhering waterproof, 50 mm wide, compatible with sheet material..2 Staples: Galvanized wire, minimum 6mm leg.

Basic Specification Section 07 27 00 19.12.2011 Air Barriers Page 1

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that surfaces and conditions are ready to accept the Work of this section.

3.2 PREPARATION.1 Remove loose or foreign matter which might impair adhesion of materials..2 Clean and prime substrate surfaces to receive air barriers in accordance with manufacturers

written instructions..3 Self-adhesive Air Barrier:

.1 All surfaces must be sound, dry, clean and free of oil, grease, dirt, excess mortar or other contaminants. Fill spalled areas in substrate to provide an even plane. Strike masonry joints flush.

.2 New concrete should be cured for a minimum of 14 days and must be dry before air/vapour barrier membranes are applied.

.3 Where curing compounds are used they must be clear resin based without oil, wax or pigments.

3.3 INSTALLATION OF AIR BARRIER.1 Install materials to manufacturer's instructions..2 Apply sealant within recommended application temperature ranges. Consult manufacturer

when sealant cannot be applied within these temperature ranges..3 Exterior Wood Frame Walls:

.1 Install 508mm (20") half roll as a starter layer of asphalt saturated building paper horizontally beginning 50mm below the lowest point of the wood framing and

progressing upwards with each succeeding sheet. Install a full width 1016mm (40") sheet completely over the starter course. Continue half-lapping up the wall in shingle fashion overlapping the top sheet down to the lower of the 2 lines in the centre of the previously installed course. This line is 534mm (21" down from the top of the sheet and allows a safety margin that ensures a 2-ply application. .2 Vertical laps shall be made where required and have a minimum 300mm (12") overlap..3 If the building paper has been damaged resulting in perforation, cover the damaged area with new material ensuring that lapping rules have been followed. For small tears or

perforations apply a small dab of trowel-grade roofing cement to the damaged area and then cover with a small piece of the building paper. .4 Apply building paper over head and jambs of exterior openings and penetrations

(overlapping peel & stick flashings and other metal flashings) and shall be sealed width waterproof construction tape. At sill locations of extrior openings and penetrations apply building paper under peel & stick flashings and allow for paper to extend a minimum of 300mm each side of the flashing to allow for adequate side laps.

.4 Required Lap Sealing:.1 For optimum protection against moisture entry all vertical laps shall be sealed with a

waterproof construction tape. All fasteners shall penetrate the sheet in a neat fashion so as to minimize entry points for moisture. Wherever the sheathing is torn or damaged either by fasteners or in other ways the holes or tears shall be sealed in an effective manner.

3.4 INSTALLATION OF SELF ADHESIVE AIR BARRIER.1 Prime surfaces with brush or roller at the rate recommended by the manufacturer..2 Ensure primed surfaces receive membrane in same day or re-prime surfaces..3 Apply membrane to prepared substrate according to manufacturer's written instructions..4 Overlap end and side laps minimum 50mm. Do not remove overlap covering strip until

membrane is ready for overlap seam..5 Roll membrane including seams with countertop roller..6 Cut membrane neatly around ties to form a tight seal. Seal area around ties and any


projections with a caulk application of liquid air seal mastic..7 Seal end of membrane where it meets the substrate at end of days work..8 Blueskin membranes are not designed for permanent exposure. Product designed to withstand

reasonable job site exposure, however good practice calls for covering as soon as possible.

3.5 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Do not permit adjacent work to damage work of this section.

End of Section


1 General

1.1 SECTION INCLUDES.1 Granular surfaced asphalt shingle roofing..2 Ice dam protection, moisture shedding underlayment, eave, valley, and ridge protection..3 Associated metal flashings and accessories.

1.2 REFERENCES.1 ASTM B209-07 - Aluminum and Aluminum-Alloy Sheet and Plate..2 ASTM D2178-04 - Asphalt Glass Felt Used in Roofing and Waterproofing..3 ASTM D2822-05 - Asphalt Roof Cement..4 ASTM D3018-03 - Class A Asphalt Shingles Surfaced with Mineral Granules..5 ASTM D3462-07 - Asphalt Shingles Made From Glass Felt and Surfaced With Mineral

Granules..6 CAN/CSA A123.1-05/A123.5-05 - Asphalt Shingles Made From Organic Felt and Surfaced

With Mineral Granules/Asphalt Shingles Made From Glass Felt and Surfaced With Mineral Granules.

.7 CAN/CSA A123.2-03 - Asphalt-Coated Roofing Sheets.

.8 CAN/CSA A123.3-05 - Asphalt Saturated Organic Roofing Felt.

.9 CAN/CGSB-51.32-M77 - Sheathing, Membrane, Breather Type.

.10 CAN3-A123.51-M85(R2001) - Asphalt Shingle Application on Roof Slopes 1:3 and Steeper.

.11 CAN3-A123.52-M85 (R2001) - Asphalt Shingle Application on Roof Slopes 1:6 to less Than 1:3.

.12 CGSB 37-GP-56M-1985 - Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing.CSA A123.17-05 - Asphalt Glass Felt Used in Roofing and Waterproofing

.13 CSA B111-1974(R2003) - Wire Nails, Spikes and Staples CGSB 37-GP-56M-1985 - Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing.

1.3 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data indicating material characteristics and performance criteria.

1.4 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Do not install eave edge protection and shingles when surface, temperatures are below 7

degrees C.

2 Products

2.1 MATERIALS - SHINGLES.1 Type: Triple tab strip shingle to CSA 123.1-05/A123.5-05, Asphalt shingles made from glass

felt and surfaced with mineral granules..2 Colour: indicated on the drawings.3 Manufacturer's product rating: Triple tab strip shingles: 30 years.

2.2 MATERIALS - SHEET.1 Eave (Ice Dam) Protection: CGSB 37-GP-56M, Sheet barrier of rubberized asphalt bonded to

sheet polyethylene, 1.8 mm total thickness, with strippable treated release paper..2 Eave (Ice Dam) Protection: CSA A123.17/ASTM D2178, Type IV, glass fibre felts..3 Underlayment: CAN/CSA A123.3 No. 15 unperforated asphalt saturated felts as

recommended for use in waterproofing and in construction of built-up roofs.

Basic Specification Section 07 31 13 19.12.2011 Asphalt Shingles Page 1

2.3 ACCESSORIES.1 Nails: Standard round wire shingle type hot dipped zinc coated steel type, of sufficient length

to penetrate through roof sheathing..4 Plastic Cement: ASTM D2822, asphalt type with mineral fibre components, free of toxic

solvents, capable of setting within 24 hours at temperatures of 24 degrees C and 50 percent RH; recommended or manufactured by shingle manufacturer.

.5 Lap Cement: Fibrated cutback asphalt type, recommended for use in application of underlayment, free of toxic solvents; recommended or manufactured by shingle manufacturer.

.6 Ridge Vents: Plastic, formed over ridge vent openings that do not permit direct water or weather entry;external and internal baffles, embossed nail line; Xtractor vent X18 style manufactured by Benjamin Obdyke Roof and wall products.

2.4 FLASHING MATERIALS.1 Sheet Flashings (eave edge, rake and curb flashings): 0.60 mm thick steel with minimum 380

gm/sq m galvanized coating..2 OR.3 Sheet Flashings (eave edge, rake and curb flashings) : ASTM B209M; 0.76 mm thick

aluminum; precoating of PVC, colour as selected..4 Sheet Flashings (valley and penetration flashings): 0.7 mm thick steel with minimum 380

gm/sq m galvanized coating..5 Bituminous Paint: Acid and alkali resistant type; black colour..6 Nails: Standard round wire roofing type, hot dipped zinc coated steel; of sufficient length to

penetrate through roof sheathing.

2.5 FLASHING FABRICATION.1 Form flashings to profiles indicated on Drawings, and to protect roofing materials from physical

damage and shed water..2 Form sections square and accurate to profile, in maximum 2.4m lengths, free from distortion or

defects detrimental to appearance or performance..3 Hem exposed edges of flashings minimum 6 mm on underside..4 Overbrake rake and eave flashings slightly so that when installed, fascia flashings are sprung

tightly to fascia boards or wall fascia panels..5 Apply bituminous paint on concealed surfaces of flashings.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that roof penetrations and plumbing stacks are in place and flashed to deck surface..3 Verify roof openings are correctly framed..4 Verify deck surfaces are dry, free of ridges, warps, or voids.

3.2 PREPARATION.1 Fill knot holes and surface cracks with latex filler at areas of bonded eave protection..2 Broom clean deck surfaces under eave protection and underlayment..3 Provide minimum 38 mm thick by 250 mm high vertical wood curbs at penetrations except pre-

flashed attic vents, plumbing vents and masonry chimneys. .4 At penetrations over 600 mm wide, provide upslope splitters/saddles, using roof decking

material, or provide curbs set diagonally to the slope.


3.3 INSTALLATION - EAVE AND ANGLE FLASHING/PROTECTION.1 Provide eave protection for roofs on heated building having roof overhangs projecting out up to

900 mm from the inner face of exterior walls. Extend protection from eave (lapping metal edge flashing) up roof to minimum 600 mm horizontally from inside face of exterior walls.

.2 Apply eave and angle protection as follows:.1 Penetrations, Upstands and Curbs: one metre width protection around penetrations.

Continue minimum 250 mm up curbs. Apply shingle fashion under and over underlayment, as applicable.

.2 Valleys: from eave up to ridge, 1800 mm wide, centred on valleys..3 Apply in accordance with manufacturer's written instructions.

3.4 INSTALLATION - UNDERLAYMENT.1 Place one ply of underlayment over area not protected by eave and angle flashing protection,

with ends and edges weather lapped minimum 300 mm. Stagger end laps of each consecutive layer. Nail in place.

.2 Place a second ply of underlayment over first layer with ends and edges weather lapped minimum 150 mm. Stagger end laps of each consecutive layer. Nail in place.

.3 Install protective underlayment perpendicular to slope of roof and weather lap minimum 150 mm over eave protection.

.4 Weather lap and seal watertight with plastic cement items projecting through or mounted on roof.

3.5 INSTALLATION - METAL FLASHING AND ACCESSORIES.1 Lap flashing joints 50 mm, and seal both sections along lap with sealant. Nail joints securely..2 Backpaint sheet steel with bituminous paint on surfaces in contact with concrete, masonry,

other cementitious materials, and dissimilar metal..3 Where reglet detail is required, insert metal flashing into reglet to form tight fit. Seal flashing

into reglet with sealant..4 Set edge flashing on deck along rake and eave edges..5 Nail deck flange to deck with two rows of annular ringed nails. Set one row 25 mm from fascia

board, with nails at 400 mm centres. Set second row 25 mm from cut edge of metal, with nails at 400 mm centres, staggered with first row.

.6 At valleys place one layer of sheet metal flashings, minimum 600 mm (24 inches) wide, galvanized metal, centered over open valleys and crimped to guide water. Weather lap joints minimum 50 mm (2 inches). Nail in place minimum 450 mm18 inches on centre, 25 mm (1 inch) from edges.

3.6 INSTALLATION - ASPHALT SHINGLES.1 Install shingles to manufacturer instructions..2 Use roofing nails only. Do not use staples..3 Extend shingles over metal flashing to the valley and fasten with the edge of the shingles set

50mm from the centreline of the valley. Cut a 2" triangle of the corner to direct water into the vallley. Embed the valley end of each shingle into a 3" band of asphalt plastic cement, and nail the shingles 2" back from the edge of the exposed metal vally flashing.

.4 Cap hips with individual shingles, maintaining 125 mm weather exposure. Place to avoid exposed nails. Provide dab of plastic cement both sides of ridge shingles.

.5 Project shingles 25-30 mm beyond face of eave edge flashing and 10-15 mm beyond face of rake edge flashing. Make projections even and consistent.

.6 Coordinate installation of roof mounted components or work projecting through roof with weather tight placement of counter flashings.

.7 Complete installation to provide weather tight service.


3.7 PROTECTION OF FINISHED WORK.1 Do not permit traffic over finished roof surface.

End of Section


1 General

1.1 SECTION INCLUDES.1 Siding panels..2 Soffit panels..3 Accessories and trim.

1.2 REFERENCES.1 ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 1998..2 ASTM C 1185 - Standard Test Methods for Sampling and Testing Non-Asbestos Fiber-Cement

Flat Sheet, Roofing and Siding Shingles, and Clapboards; 1999..3 ASTM C 1186 - Standard Specification for Flat Non-Asbestos Fiber Cement Sheets; 1999..4 ASTM E 72 - Standard Test Methods of Conducting Strength Tests of Panels for Building

Construction; 1998..5 ASTM E 84 -- Standard Test Method for Surface Burning Characteristics of Building Materials;

1999..6 ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials; 1995..7 ASTM E 136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At

750 Degrees C; 1999..8 ASTM E 228 - Standard Test Method for Linear Thermal Expansion of Solid Materials With a

Vitreous Silica Dilatometer; 1995..9 ASTM G 26 - Standard Practice for Operating Light-Exposure Apparatus (Xenon-Arc Type)

With and Without Water for Exposure of Nonmetallic Materials; 1996.

1.3 QUALITY ASSURANCE.1 Installer Qualifications: Provide installer with not less than three years of experience with

products similar to those specified.

1.4 DELIVERY, STORAGE AND HANDLING.1 Store products off the ground, on a flat surface, and under a roof or separate waterproof

covering.

1.5 WARRANTY.1 Provide a 50 year limited siding warranty..2 Colour Finish - provide 15 year limited paint warranty.3 Register manufacturer's warranty, made out in Owner's name, with copy to Owner.

2 Products

2.1 MATERIALS.1 Fiber Cement Board Panels - General: Fiber Cement Board Panels consist of cement, fly ash

and cellulose fiber formed under high pressure into boards with integral surface texture; complying with ASTM C 1186 Type A Grade II; machined edges; for nail attachment..1 Texture / Pattern: Stucco/ Wood Grain / Smooth, see web site for selection of patterns.2 Surface Burning Characteristics: Flame spread index of 0, smoke developed index of 5, maximum; when tested in accordance with ASTM E 84 (Class I/A)..3 Flammability: Noncombustible, when tested in accordance with ASTM E 136..4 Flexural Strength: At least 1450 psi (10 MPa) when in equilibrium condition, and at least 1015 psi (7 MPa) when in wet condition, tested in accordance with ASTM C 1185..5 Coefficient of Thermal Expansion: Less than 1 x 10^-5/inch/inch/degree F (0.5 x 10^-

5/degree C), when tested in accordance with ASTM E 228..6 Freeze Thaw Resistance: At least 80 percent flexural strength retained, when tested in

accordance with ASTM C 1185.

Basic Specification Section 07 46 60 19.12.2011 Fiber Cement Siding Page 1

.7 UV Resistance: No cracking, checking, or erosion, when tested for 2000 hours in accordance with ASTM G 26.

.8 Water Tightness: No water droplets on underside, when tested in accordance with ASTM C 1185.

.2 Horizontal Lap Siding:.1 Thickness: 5/16 inch (7.9 mm), plus or minus .04 inch (1 mm)..2 Length: 12 feet (3657 mm), plus 0, minus 1/8 inch (3 mm)..3 Style: Smooth lap siding.

.1 Width: 5-1/4 inches (133 mm) wide. / 6-1/4 inches (159 mm) wide. / 7-1/4 inches (185 mm) wide. / Width: 8-1/4 inches (210 mm) wide. / 9-1/4 inches (235 mm) wide. / 12 inches (305 mm) wide.

.4 Style: Smooth beaded lap siding..1 Width: 7-1/2 inches (190 mm) wide.

.5 Style: Textured beaded lap siding..1 Width: 7-1/2 inches (190 mm) wide.

.6 Style: Textured Dutchlap siding..1 Width: 8-1/4 inches (210 mm) wide.

.7 Style: Cedar lap siding..1 Width: 5-1/4 inches (133 mm) wide. / 6-1/4 inches (159 mm) wide. / 7-1/4 inches (185 mm) wide. / 8-1/4 inches (210 mm) wide. / 9-1/4 inches (235 mm)

wide /12 inches (305 mm) wide. .8 Sealant/Primer: recommended by siding manufacturer.

.9 Field Finish Paint: 100 percent acrylic latex as specified in Section 09 90 10.

.10 Factory Finish: Color indicated on drawings.Review and other types of siding used on the Building and select from list below..............3 Simulated Shingle Siding:

.1 Thickness: 5/16 inch (7.9 mm), plus or minus .04 inch (1 mm).

.2 Style: Perfection shingle, grooved, 7 inches (178 mm) exposure, 8-1/4 inches (210 mm) wide by 12 feet (3657 mm), plus 0, minus 1/8 inch (3 mm).

.3 Style: Random square straight edge, cut between shingles, 5 inches (127 mm) exposure, 11-3/4 inches (298 mm) wide by 48 inches (1219 mm) long.

.4 Style: Random square straight edge, cut between shingles, 7 inches (178 mm) exposure, 16 inches (406 mm) wide by 48 inches (1219 mm) long.

.5 Style: Random square staggered edge, cut between shingles, 7 inches (178 mm) exposure, 16 inches (406 mm) wide by 48 inches (1219 mm) long.

.6 Style: Half-rounds full cut between shingles, 7 inches (178 mm) exposure, 16 inches (406 mm) wide by 48 inches (1219 mm) long.

.7 Style: Octagons full cut between shingles, 7 inches (178 mm) exposure, 16 inches (406 mm) wide by 48 inches (1219 mm) long.

.8 Sealant/Primer: recommended by siding manufacturer.

.9 Field Finish Paint: 100 percent acrylic latex as specified in Section 09900.

.10 Factory Finish: Colours indicated on the drawings..4 Vertical Siding:

.1 Thickness: 5/16 inch (7.9 mm), plus or minus .04 inch (1 mm).

.2 Size: 48 by 96 inches (1220 by 2440 mm). / 48 by 108 inches (1220 by 2743 mm). / 48 by 120 inches (1220 by 3048 mm). / 48 by 144 inches (1220 by 3657 mm).

.3 Style: Smooth panel. / Stucco texture panel. / Cedar panel, no grooves. /Cedar panel, 3/8 inch (9.5 mm) wide grooves at 8 inches (200 mm) on center.



.6 Factory Finish: Colours indicated on the drawings..5 Soffit: ventilated and non-ventilated.

.1 Thickness: 1/4 inch (6.35 mm), plus or minus 1/32 inch (0.8 mm).

.2 Style: Smooth texture, 12 inches (305 mm) wide. / Smooth texture, 16 inches (406 mm) wide. / / Smooth texture, 24 inches (610 mm) wide. / Cedar texture, 12 inches (305 mm) wide. / Cedar texture, 16 inches (406 mm) wide. / Cedar texture, 24 inches (610 mm)

wide..3 Ventilated soffit..4 Non-ventilated soffit..5 Combination of Ventilated and Non-ventilated as indicated on the Drawings..6 Sealant/Primer: recommended by siding manufacturer.



.8 Factory Finish: Colours indicated on the drawings..6 Soffit/Porch Panel: CertainTeed FiberCement Soffit/Porch Panel.

.1 Thickness: 1/4 inch (6 mm), (6.35 mm, plus or minus 0.8 mm).

.2 Width: 48 inches (1220 mm).

.3 Length: 8 feet (2440 mm), plus 0, minus 1/8 inch (3.17 mm).



.6 Factory Finish: Colours indicated on the drawings.

2.2 ACCESSORIES.1 Trim:

.1 Thickness 7/16 inch (11 mm) plus or minus (1 mm).

.2 Width: 3-1/2 inch (89 mm). / 5-1/2 inch (140 mm). / 7-1/4 inch (185 mm). / 9-1/4 inch (235 mm). / 11-1/4 inch (286 mm).

.3 Length: 12 feet (3.657 m) plus or minus 1/8 inch (3.17 mm).

.4 Sealant/Primer: recommended by siding manufacturer..2 Sealant: Paintable, 100 percent acrylic latex caulk complying with ASTM C 920..3 Sheet Metal Flashing: Minimum 0.6mm (25 gauge) hot-dipped galvanized steel sheet, or

0.80mm coated aluminum..4 Nails: Length as required to penetrate minimum 32mm (1-1/4 inch) into solid backing; hot-

dipped galvanized or stainless steel..5 Air Barrier / Building Paper: Hal Tex 30 minute building paper, black colour, weight per roll:7.5

KG, maunfactured by HAL Industries Inc.; not polyethylene or foil..6 Field Finish Paint: 100 percent acrylic latex as specified in Section 09900..7 Touch Up Kit: Provide manufacturer's touch-up kit for each color provided.

3 Excecution

3.1 EXAMINATION.1 Prior to commencing installation, verify governing dimensions of building and condition of

substrate..2 If substrate preparation is the responsibility of another installer, notify Architect of

unsatisfactory preparation before proceeding.

3.2 PREPARATION.1 Examine, clean, and repair as necessary any substrate conditions that would be detrimental to

proper installation..2 Do not begin installation until unacceptable conditions have been corrected.

3.3 INSTALLATION.1 Install in accordance with manufacturer's instructions and Drawing details.

.1 Read warranty and comply with all terms necessary to maintain warranty coverage.

.2 Install in accordance with conditions stated in model code evaluation report applicable to location of project..3 Use trim details indicated on drawings..4 Touch up all field cut edges before installing..5 Pre-drill nail holes if necessary to prevent breakage.

.2 Over Wood and Wood-Composite Sheathing: Fasten siding through sheathing into studs.

.3 For sheathing of 1 inch (25 mm) thickness or less, nail through sheathing into studs using correspondingly longer nails.

.4 Over Masonry Walls: Install furring strips of adequate thickness to accept full length of nails and spaced at 16 inches (406 mm) on center.

.5 Over Steel Studs: Minimum 20 gauge steel, 3 5/8" (92 mm) C-studs. Use 1-5/8" (41 mm) long,


#8-18 x 3/8" HD self-tapping, corrosion-resistant ribbed bugle head screws. Attach siding at each stud insuring that at least 3 screw threads penetrate the studs.

.6 Diagonal Siding: Follow manufacturer's instructions.

.7 Allow space between both ends of siding panels that butt against trim for thermal movement; seal joint between panel and trim with exterior grade sealant.

.8 Joints in Horizontal Siding: Avoid joints in lap siding except at corners; where joints are inevitable stagger joints between successive courses.

.9 Joints in Vertical Siding: Install Z-flashing in horizontal joints between successive courses of vertical siding.

.10 Furred Installation: Leave space at top and bottom open; top may be behind soffit; at bottom install insect screen over opening by wrapping a strip of screen over bottom ends of vertical furring strips.

.11 Install sheet metal flashing above door and window casings and horizontal trim in field of siding.

.12 Do not install siding less than 6 inches (150 mm) from surface of ground nor closer than 1 inch (25 mm) to roofs, patios, porches, and other surfaces where water may collect.

.13 After installation, seal all joints except lap joints of lap siding. Seal around all penetrations. Paint all exposed cut edges.

.14 Finish Painting: Specified in Section 09 90 00.

.15 Finish Painting: Within 24 months after installation, paint siding and trim with one coat finish paint.

.16 Finish Painting: Within 24 months after installation, paint siding and trim with one coat primer and two coats finish paint.

3.4 CLEANING.1 At completion of work, remove debris caused by siding installation from project site..2 Touch-up, repair or replace damaged products before Substantial Completion.

End of Section


1 General

1.1 SECTION INCLUDES.1 Aluminum gutters and downspouts..2 Aluminum roof flashings and soffits..3 Precast concrete splash pads.

1.2 REFERENCES.1 Alberta Roofing Contractor's Association: Roofing Applications Standards Manual..2 Aluminum Association, AA-C22-A41: Anodized Clear Coatings.3 Aluminum Association, AA-C22-A42: Integral Colour Coatings.4 ASTM A653/A653M-08, Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or

Zinc Iron Alloy Coated (Galvannealed) by the Hot Dip Process..5 ASTM D2822-05, Standard Specification for Asphalt Roof Cement..6 ASTM D3019-08, Standard Specification for Lap Cement Used with Asphalt Roll Roofing, Non-

Fibered, Asbestos-Fibered, and Non-Asbestos-Fibered..7 CAN/CGSB-19.13-M87, Sealing Compound, One Component, Elastomeric Chemical Curing.8 SMACNA - Architectural Sheet Metal Manual.

1.3 ADMINISTRATIVE REQUIREMENTS.1 Section 01 31 00: Project management and coordination procedures..2 Coordination:


.2 Coordinate the work with downspout discharge pipe inlet.

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data on prefabricated components, gutter and downspout dimensions.

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Conform to SMACNA Manual for sizing components for rainfall intensity determined by a storm

occurrence of 1 in 5 years..3 Maintain one (1) copy of each document on site.

1.6 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to

provide ventilation. Slope to drain..3 Prevent contact with materials during storage which may cause discolouration, staining, or

damage.

2 Products

2.1 MATERIALS.1 Aluminum Sheet: ASTM B209, 3003 alloy, H14 temper; shop precoated with baked-on

thermosetting enamel..2 Metal Soffit: Prefinished aluminum, 3003 alloy, H16 temper, 0.50 mm nominal thickness, flat

exterior sheet 'V' crimped for stiffness, perforated with elongated slits and small perforations insect screen cover at vents, finished with baked-on thermosetting enamel, white colour, low gloss. Complete with exposed trim, closures and fasteners of same material.

Basic Specification Section 07 71 23 19.12.2011 Manufactured Gutters And Downspouts Page 1

2.2 COMPONENTS.1 Gutters: SMACNA Rectangular or Ogee style profile. Minimum gutter size 6" wide x 4" deep..2 Downspouts: SMACNA Rectangular profile. Minimum size 4"x6" (6" dimension - flat against

wall)..3 Accessories: Profiled to suit gutters and downspouts..4 Splash Pads or Blocks: Precast concrete type, of size and profiles indicated; minimum 21 MPa

at 28 days, with minimum 5 percent air entrainment.

2.3 ACCESSORIES.1 Anchorage Devices: SMACNA requirements..2 Gutter Supports: Brackets..3 Downspout Supports: Brackets..4 Fasteners: Aluminum. Finish exposed fasteners same as flashing metal..5 Primer: Zinc chromate type..8 Protective Back Coating: Bituminous.

2.4 FABRICATION.1 Form gutters and downspouts of profiles and sizes to SMACNA requirements. Minimum sheet

thickness listed below..2 Fabricate with required connection pieces..3 Form sections square, true, and accurate in size, in maximum possible lengths, free of

distortion or defects detrimental to appearance or performance. Allow for expansion at joints..4 Hem exposed edges of metal..5 Downspouts shall be corrugated..6 Fabricate gutter and downspout accessories; seal watertight..7 Gutters (continuous rolling process) and downspouts thickness:

.1 Gutter Ogee 0.55mm

.2 Gutter Rectangular 0.70mm

.3 Downspouts and straps 0.55mm.8 Overbrake rake and eave flashings slightly so that when installed, fascia flashings are sprung

tightly to fascia boards or wall fascia panels..9 Fabricate flashing in maximum lengths of 2.4 metres..10 Sheet flashing thickness:

.1 Metal rake and eave edge flashing 0.55mm

.2 Curb flashing 0.55mm

.3 Valley flashing 0.70mm

.4 Pemetration flashings 0.70mm

2.5 FINISHES.1 Apply bituminous protective backing on surfaces in contact with dissimilar materials.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that surfaces are ready to receive work.

3.2 INSTALLATION OF ROOF FLASHINGS.1 Lap flashing joints 50 mm, and seal both sections along lap with sealant. Nail joints securely..2 Backpaint sheet steel with bituminous paint on surfaces in contact with concrete, masonry,

other cementitious materials, and dissimilar metal..3 Where reglet detail is required, insert metal flashing into reglet to form tight fit. Seal flashing


into reglet with sealant..4 Set edge flashing on deck along rake and eave edges..5 Nail deck flange to deck with two rows of annular ringed nails. Set one row 25 mm from fascia

board, with nails at 400 mm centres. Set second row 25 mm from cut edge of metal, with nails at 400 mm centres, staggered with first row.

3.3 INSTALLATION OF RAINWATER GOODS.1 Join sheet steel components with silicon sealant and cadmium plated screws..2 Secure gutters upto 125mm wide to building with lag screws through ferrules, as detailed on

drawings..3 Secure gutters over 125 mm wide with staggered brackets and spacer bars, as detailed on

drawings. .4 Install eavestroughs in maximum 15 m lengths, sloped to downspouts. Close ends of each

length and allow 15 mm between lengths. Provide at least one downspout per eavestrough length.

.5 Install elbows and tees as required, and secure downspouts with straps at 1.8 m centres, minimum 2 straps per downspout.

End of Section


1 General

1.1 SECTION INCLUDES.1 Fireproof firestopping and firesafing materials and accessories.

1.2 REFERENCES.1 Alberta Building Code, current edition..2 Underwriter's Laboratories of Canada ULC S115-05 - Standard Method of Fire Tests of

Firestop Systems..3 Underwriter's Laboratories of Canada (ULC), ULC-FS-09 Firestop Systems and Components

2009 Edition..4 Warnock Hersey (WH) Certification Listings, current edition.

1.3 PERFORMANCE REQUIREMENTS.1 Firestopping shall provide a rating as specified in Firestopping Schedule at end of this Section,

when tested to ULC S115, for a rating period applicable to the fire separation..2 Firestopping of electrical and communications cables shall be easily re-enterable and re-

sealable with negligible risk of damage to cables, and shall not require de-rating of electrical cables.

.3 Firestopping used to fill voids in floors having openings 100 mm diameter or larger, and which are accessible to the public, shall support floor design loading.

1.4 COORDINATION AND SEQUENCING.1 Section 01 31 00: Project management and coordination procedures..2 Coordinate construction of fire separations and penetrations through fire separations with work

of this Section..3 Ensure penetrations have been completed prior to installing firestopping..4 Install firestopping prior to insulation of piping, unless insulation is part of a tested firestop

system meeting requirements.

1.5 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data on product characteristics, performance and limitation criteria, and..3 System Design Listings: Submit system design listings, including illustrations from a qualified

testing and inspection agency that is applicable for each firestop configuration PRIOR to any firestopping installation.

1.6 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience and FAIC Manufacturer Member in good standing.

.3 Contractor Qualifications: Company specializing in performing the work of this section and as follows:.1 FM approved in accordance with FM standard 4991 - Approval of Firestop Contractors..2 FCIA Member in good standing..3 Licensed by the province or local authority where applicable..4 Successfully completed not less than five (5) comparable scale projects.

.4 Single Source Responsibility: Obtain firestop systems for each type of penetration and construction situation from a single primary firestop systems manufacturer.

.5 Random Distructive Testing: a minimum of 5 tests will be performed by the installer at the direction of the consultant.

Basic Specification Section 07 84 00 19.12.2011 Firestopping Page 1

1.7 MOCK-UP.1 Section 01 43 00: Requirements for mock-up..2 Provide site mock-up of each proposed type of firestop system at locations designated by and

for approval by the consultant..3 Approved mock-up shall establish minimum standard, and may be incorporated into work of

this Section.

1.8 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Deliver firestopping products in original, unopened containers with labels intact and legible,

identifying product and manufacturer..3 Store and handle firestopping materials to manufacturer's instructions.

1.9 ENVIRONMENTAL REQUIREMENTS .1 Section 01 35 26: Environmental conditions affecting products on site..2 Do not apply materials when temperature of substrate material and ambient air is below 15

degrees C..3 Maintain this minimum temperature before, during, and for 3 days after installation of materials..4 Provide ventilation to manufacturer's instructions in areas to receive solvent cured materials.

2 Products

2.1 SYSTEMS AND MATERIALS.1 Firestopping systems: as listed under ULC-FS-09 Firestop Systems and Components 2009

Edition, or as listed in WH Listings under "Through-Penetration Firestopping Systems"..2 Firestopping materials, whether used in a tested system or not, shall be

.1 listed under ULC-FS-09 or under WH listings

.2 Labelled with appplicable ULC or WH Label and

.3 compatible with substrates and openings.3 Provided that all other specified requirements can be met, use any of the following products,

either singly or in combination:.1 Elastomeric sealant..2 Elastomeric coating..3 Mineral fibre..4 Mortar..5 Intumescent putty..6 Poured-in-place silicone foam..7 Preformed silicone foam..8 Multi-cable transit system..9 Any other product which meets all other specified requirements.

.4 Primer: as recommended by firestopping manufacturer for applicable substrate.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify opening configurations, penetrating items, substrates, and other conditions affecting

performance of firestopping are ready to receive the work of this section..3 Do not proceed with installation until unsatisfactory conditions have been corrected.


3.2 PREPARATION.1 Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter which may

affect bond of firestopping material..2 Remove incompatible materials which may affect bond.

3.3 INSTALLATION.1 Apply primer and materials to manufacturer's written instructions..2 Install material at walls or partition openings which contain penetrating sleeves, piping,

ductwork, conduit and other items, requiring firestopping..3 Where applicable, neatly tool or trowel firestopping surfaces remaining exposed and make

flush with surrounding exposed surfaces..4 Do not cover up fire stopping installations that will be concealed behind other construction until

each installation has been reviewed by the consultant and the Authority Having Jurisdiction.

3.4 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Clean adjacent surfaces of firestopping materials.

3.5 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Protect adjacent surfaces from damage by material installation.

End of Section


1 General

1.1 SECTION INCLUDES.1 Preparing substrate surfaces..2 Sealant and joint backing.

1.2 REFERENCES.1 CGSB 19 GP 5M-84, Sealing Compound, One Component, Acrylic Base, Solvent Curing

(Issue of 1976 reaffirmed, incorporating Amendment No. 1)..2 CAN/CGSB 19.13-M87, Sealing Compound, One component, Elastomeric, Chemical Curing..3 CGSB 19 GP 14M-1984, Sealing Compound, One Component, Butyl Polyisobutylene Polymer

Base, Solvent Curing (Reaffirmation of April 1976)..4 CAN/CGSB 19.17 -M90, One Component Acrylic Emulsion Base Sealing Compound..5 CAN/CGSB 19.24 -M90, Multi component, Chemical Curing Sealing Compound.

1.3 QUALITY ASSURANCE.1 Perform work in accordance with sealant manufacturer's requirements for preparation of

surfaces and material installation instructions..2 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience..3 Applicator Qualifications: Company specializing in performing the work of this section with


1.4 MOCK-UP.1 Section 01 43 00: Requirements for mock-up..2 Provide mock-up to include sealant joints in conjunction with window openings..3 Construct mock-up with specified sealant types and with other components noted..4 Locate where directed by Consultant..5 Approved mock-up may remain as part of the Work.

1.5 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Maintain temperature and humidity recommended by the sealant manufacturer during and after

installation. .3 Commencement of work implies acceptance of conditions.

1.6 WARRANTY.1 Section 01 78 10: Warranties..2 Provide a five (5) year warranty to include coverage for failure to meet specified requirements..3 Warranty: Include coverage for installed sealants and accessories which fail to achieve air

tight seal,, exhibit loss of adhesion or cohesion, or do not cure..4 Provide manufacturer's twenty (20) year material warranty for installed silicone sealant.

2 Products

2.1 SEALANTS.1 Sealant (Type A): Polysulphide base, one (1) component, to CAN/CGSB-19.13-M87, colour to

be selected , Shore A hardness 15-25..2 Sealant (Type B): Polysulphide base, two (2) component, to CAN/CGSB-19.24-M90 type 1

(horizontal applications) and type 2 (horizontal and vertical applications), colour to be selected, Shore A hardness 15-25.

Basic Specification Section 07 92 00 19.12.2011 Joint Sealants Page 1

.3 Sealant (Type C): Acrylic Base, one (1) component to CAN/CGSB-19.17-M90 emulsion base, colour to be selected.

.4 Sealant (Type D): Silicone base, one (1) component to CAN/CGSB-19.13-M87 curing, colour to be selected, Shore A hardness 15-25.

.5 Sealant (Type E): Silicone base, two (2) component, to CAN/CGSB-19.24-M90, colour to be selected, Shore A hardness 15-25.

.6 Sealant (Type F): Polyurethane base, one (1) component, to CAN/CGSB-19.13-M87 type 1 (horizontal applications) and type 2 (horizontal and vertical applications), colour to be selected, Shore A hardness 20-35.

.7 Sealant (Type G): Polyurethane base, multi-component, to CAN/CGSB-19.24-M90 type 1 (horizontal applications) and type 2 (horizontal and vertical applications), colour to be selected, Shore A hardness 20-35.

.8 Sealant (Type H) : Butyl-polyisobutylene base, one (1) component, to CGSB 19-GP-14M, colour black, Shore A hardness 10-20.

2.2 ACCESSORIES.1 Joint Back-Up: Extruded tubing, compatible with sealant, to be either polyvinylchloride,

neoprene or butyl, 6 mm minimum thick wall, outsized 30-50%..2 Joint Back-Up: Round closed cell foam, compatible with sealant, extruded polyethylene,

urethane or neoprene, Shore A hardness of 20, tensile strength 140 to 200 kPa, outsized 30-50%, compatible with sealant and primer, non-adhering to sealant.

.3 Joint Back-Up: Round solid rod, compatible with sealant, neoprene, EPDM or butyl rubber, Shore A hardness 40.

.4 Bond breaker: Pressure sensitive polyethylene tape, not bondable to sealant.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that substrate surfaces are clean, dry, and free of frost and ready to receive work..3 Verify that joint backing and release tapes are compatible with sealant.

3.2 PREPARATION.1 Remove loose materials and foreign matter which might impair adhesion of sealant..2 Clean and prime joints in accordance with sealant manufacturer's written instructions..3 Perform preparation in accordance with sealant manufacturer's written instructions..4 Protect elements surrounding the work of this section from damage or disfiguration.

3.3 INSTALLATION.1 Apply sealant in accordance with manufacturer's directions, using a gun with proper size

nozzle, to leave a weathertight, air tight installation. Use sufficient pressure to fill voids and joints solid. Superficial pointing with skin bead is not acceptable.

.2 Measure joint dimensions and size materials to achieve required width/depth ratios.

.3 Install joint backing to achieve a neck dimension no greater than 1/3 of the joint width.

.4 Install bond breaker where joint backing is not used.

.5 Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

.6 Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

.7 Form surface of sealant smooth, free from ridges, wrinkles, sags, air pockets, embedded impurities. Tool joints concave.

3.4 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Clean adjacent soiled surfaces.


3.5 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Remove masking tape and excess sealant..3 Protect sealants until cured.

3.6 SCHEDULE.1 Plastic windows, exterior, between window flange and wood sheathing: Polyurethane Type F.2 Aluminum windows and doors, exterior, between frame and opening: Polyurethane Type F.3 Metal trims and flashings, exterior: Polyurethane Type F.4 Metal door frame perimeters, exterior: Polyurethane Type F.5 Cementitious siding, exterior: Polyurethane Type F(ASTM C920, grade NS, Class

25).6 Under thresholds Type E Black.7 Acoustic sealant, interior, at junctions and penetrations: Acrylic Type C.8 Bathtubs, ceramic tile, sanitiary fixtures: Silicone Type D.9 Paving joints Type B Black

need to know the project / review the detail drawingsrefer to tremco sealant selection guide

End of Section


1 General

1.1 SECTION INCLUDES.1 Rated and Non-rated steel frames..2 Interior glazed light frames.

1.2 REFERENCES.1 American Society for Testing and Materials International, (ASTM):

.1 ASTM A653/A653M-[06a], Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM B29-[03], Standard Specification for Refined Lead.

.3 ASTM B749-[03], Standard Specification for Lead and Lead Alloy Strip, Sheet and Plate Products.

.2 Canadian General Standards Board (CGSB)..1 CAN/CGSB-1.181-[99], Ready-Mixed Organic Zinc-Rich Coating..2 CGSB 41-GP-19Ma-[84], Rigid Vinyl Extrusions for Windows and Doors.

.3 Canadian Standards Association (CSA International)..1 CAN/CSA-G40.20/G40.21-[98], General Requirements for Rolled or Welded Structural

Quality Steel/Structural Quality Steel..2 CAN/CSA G164-[M92], Hot Dip Galvanizing of Irregularly Shaped Articles..3 CSA W59-[03], Welded Steel Construction (Metal Arc Welding).

.4 Canadian Steel Door Manufacturers' Association (CSDMA).1 CSDMA, Recommended Specifications for Commercial Steel Doors and Frames, [2000]..2 CSDMA, Selection and Usage Guide for Commercial Steel Doors, [1990].

.5 National Fire Protection Association (NFPA).1 NFPA 80-[99], Standard for Fire Doors and Fire Windows..2 NFPA 252-[03], Standard Methods of Fire Tests of Door Assemblies.

.6 Underwriters' Laboratories of Canada (ULC).1 CAN/ULC-S701-[01], Standard for Thermal Insulation, Polystyrene, Boards and Pipe

Covering..2 CAN/ULC-S702-[97], Standard for Thermal Insulation, Mineral Fibre, for Buildings..3 CAN/ULC-S704-[03], Standard for Thermal Insulation, Polyurethane and

Polyisocyanurate Boards, Faced..4 CAN4-S104-[M80], Standard Method for Fire Tests of Door Assemblies..5 CAN4-S105-[M85], Standard Specification for Fire Door Frames Meeting the

Performance Required by CAN4-S104.

1.3 COORDINATION AND SEQUENCING.1 Coordination:


.2 Coordinate the work with frame opening construction, door, and hardware installation..2 Sequencing: Sequence installation to ensure wire connections are achieved in an orderly and

expeditious manner.

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Indicate frame configurations and finishes, location of cut-outs for hardware

reinforcement..3 Shop Drawings: Indicate frame elevations, reinforcement, anchor types and spacing, location

of cut-outs for hardware, and finish.

Basic Specification Section 08 12 13 19.12.2011 Standard Hollow Metal Frames Page 1

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Conform to requirements of CSDMA. Maintain one (1) copy of document on site..3 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience.

1.6 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Remove frames from wrappings or coverings upon receipt on site and inspect for damage..3 Clean and touch up scratches or disfigurement caused by shipping or handling with zinc-rich

primer.

2 Products

2.1 MATERIALS.1 Frames: 1.2 mm for interior locations, 1.6 mm for exterior doors, 2.0mm for frames in excess

of 1200mm wide, commercial quality steel cold rolled to ASTM A653M-96; zinc coated to Z275 coating designation for exterior frames, ZF075 for interior frames.

.2 Accessories: .1 Glazing stops, floor anchors, channel spreaders, 1.6 mm tee anchors, 1.2 mm wall stud anchors, zinc coated to ASTM A653M-96, coating designation ZF075 Corrugate tee

anchors for masonry bond. Drill stud anchors for wire tie to studs. Lag bolts, shields and bushing for existing or concrete openings..2 Bituminous Coating: Fibred asphalt emulsion..3 Weatherstripping: Specified in Section 08 71 00..4 Glass: In accordance with Section 08 80 50..5 Door Bumpers: black neoprene.

.3 Guard Boxes: 0.50 mm steel, ZF075 coating designation zinc finish to ASTM A653M-96.

.4 Reinforcement for Hardware: carbon steel, prime painted, to the following thicknesses:.1 Hinge & Pivot reinforcements 30 mm x 250 mm 3.5 mm.2 Strike reinforcements - 1.6 mm.3 Flush Bolt reinforcements - 1.6 mm.4 Closer reinforcements - 2.5 mm.5 Surface hardware reinforcements - 2.5 mm

.5 Door Jamb Reinforcement: 100 mm x 40 mm structural steel channel to CAN3-G40.21-92.

2.2 FABRICATION.1 Fabricate frames in accordance with details and approved shop drawings. Provide 100 mm

head section where detailed. To Underwriters requirements and provide Underwriters labels to rated frames.

.2 Mortise, reinforce, drill and tap frames and reinforcements to receive hardware using templates provided. Locate mortising to National Builders Hardware Association Standards.

.3 Install 2 double stud bumpers on strike jamb of frame for each single door and 2 bumpers at head of double door frames.

.4 Protect strike, hinge reinforcement completely by guard boxes welded to frame.

.5 Weld in 50 mm channel spreaders to frame; ensure proper frame alignment.

.6 Where frames terminate at finished floor, provide floor plates for anchorage to floor structure.

.7 Cut mitres accurately and weld on inside of frame profile.

.8 Grind welded corners to a flat plane, fill with metallic paste filler and sand to a uniform smooth finish.

.9 Fill surface depressions and butted joints with metallic paste filler and sand to a uniform smooth finish.

.10 Touch-up frames by priming areas where galvanizing is damaged.

.11 Reinforce head of frames wider than 1200 mm with 2.5 mm formed steel channel welded in place, flush with top of frame.

.12 Provide three jamb anchors per jamb for frames up to 2130 mm high and one additional for


each 600 mm over 2130 mm high..13 Minimum depth of stop: 15 mm. Glazing stops, butt joints, channel shape 15 mm wide with

counter screws..14 Reinforce head section at junction with removable mullion..15 Reinforce both jambs where door openings occur in screens. Install reinforcing continuous

structure to structure.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that opening sizes and tolerances are acceptable; check floor area within path of door

swing for flatness..3 Verify frames are correct size, swing, rating and opening number..4 Remove temporary shipping spreaders.

3.2 INSTALLATION.1 Install frames to CSDMA..2 Install fire-rated frames in accordance with NFPA 80, and local authority having jurisdiction.

.3 Set frames in plumb and square at correct elevation. Limit of acceptable frame distortion - 2 mm out of plumb measured on face of frame, maximum twist corner to corner of 3 mm.

.4 Secure anchorages and connections to adjacent construction. Anchor door jamb reinforcement securely to structure.

.5 Brace frames solidly to maintain in position while being built-in.

.6 Install a temporary horizontal wood spreader at mid-height of door opening to maintain frame width until building work completed.

.7 For frames over 1200 mm in width, provide vertical support at the centre of head.

.8 Remove temporary spreaders only after completion of adjacent work.

.9 Co-ordinate grouting of all frames solid to adjacent construction.

.10 Provide formed metal drip section full width of frame opening for exterior doors.

End of Section


1 General

1.1 SECTION INCLUDES.1 Rated and Non-rated steel doors and panels.

1.2 REFERENCES.1 American Society for Testing and Materials International, (ASTM):

.1 ASTM A653/A653M-[06a], Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.2 ASTM B29-[03], Standard Specification for Refined Lead.

.3 ASTM B749-[03], Standard Specification for Lead and Lead Alloy Strip, Sheet and Plate Products.

.2 Canadian General Standards Board (CGSB)..1 CAN/CGSB-1.181-[99], Ready-Mixed Organic Zinc-Rich Coating..2 CGSB 41-GP-19Ma-[84], Rigid Vinyl Extrusions for Windows and Doors.

.3 Canadian Standards Association (CSA International)..1 CAN/CSA-G40.20/G40.21-[98], General Requirements for Rolled or Welded Structural

Quality Steel/Structural Quality Steel..2 CAN/CSA G164-[M92], Hot Dip Galvanizing of Irregularly Shaped Articles..3 CSA W59-[03], Welded Steel Construction (Metal Arc Welding).

.4 Canadian Steel Door Manufacturers' Association (CSDMA).1 CSDMA, Recommended Specifications for Commercial Steel Doors and Frames, [2000]..2 CSDMA, Selection and Usage Guide for Commercial Steel Doors, [1990].

.5 National Fire Protection Association (NFPA).1 NFPA 80-[99], Standard for Fire Doors and Fire Windows..2 NFPA 252-[03], Standard Methods of Fire Tests of Door Assemblies.

.6 Underwriters' Laboratories of Canada (ULC).1 CAN/ULC-S701-[01], Standard for Thermal Insulation, Polystyrene, Boards and Pipe

Covering..2 CAN/ULC-S702-[97], Standard for Thermal Insulation, Mineral Fibre, for Buildings..3 CAN/ULC-S704-[03], Standard for Thermal Insulation, Polyurethane and

Polyisocyanurate Boards, Faced..4 CAN4-S104-[M80], Standard Method for Fire Tests of Door Assemblies..5 CAN4-S105-[M85], Standard Specification for Fire Door Frames Meeting the


1.3 COODINATION AND SEQUENCING.1 Coordination: Coordinate with other work having a direct bearing on work of this section.

.1 Coordinate the work with door opening construction, door frame, and door hardware installation.

.2 Sequencing: Sequence installation to ensure wire connections are achieved in an orderly and expeditious manner.

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Indicate door configurations and finishes, location of cut-outs for hardware

reinforcement..3 Shop Drawings: Indicate door elevations, internal reinforcement, closure method, and cut-outs

for glazing.

Basic Specification Section 08 13 13 19.12.2011 Standard Hollow Metal Doors Page 1

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Conform to requirements of CSDMA. Maintain one (1) copy of document on site..3 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in


1.6 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Remove doors from wrappings or coverings upon receipt on site and inspect for damage. .3 Store in vertical position, spaced with blocking to permit air circulation between components..4 Store materials on planks or dunnage, out of water and covered to protect from damage..5 Clean and touch up scratches or disfigurement caused by shipping or handling with zinc-rich

primer.

2 Products

2.1 MATERIALS.1 Sheet Steel: to ASTM A653M-96 commercial quality steel, cold rolled, zinc coated to ZF075

coating designation.

2.2 CORE MATERIALS.1 Honeycomb core material: rigid pre-expanded resin impregnated kraft paper having maximum

25 mm hexagonal shaped cells..3 Temperature Rise Rated (TRR):

.1 Core composition to limit temperature rise on unexposed side of door to 250 degrees C at 45, 60 and 90 minutes.

.2 Core to be tested as part of a complete door assembly, in accordance with CAN4 S104.

2.3 REINFORCEMENT.1 Reinforcement for Hardware: carbon steel, welded in place, prime painted, to the following

thicknesses:.1 Hinge, pivot and panic bar reinforcements: 3.5 mm.2 Lock face, flush bolts, concealed bolts: 2.5 mm.3 Concealed or surface closer reinforcements: 2.5 mm.4 Other surface hardware reinforcements: 2.5 mm

2.4 ACCESSORIES.1 Adhesives:

.1 Honeycomb Core: Heat resistant spray grade resin reinforced neoprene/rubber (polychloroprene) based, low viscosity, contact cement.

.2 Plastic Insulation: Polystyrene and polyurethane cores: heat resistant, epoxy resin based, low viscosity, contact cement.

.2 Lock-Seal Doors: fire resistant resin reinforced polychloroprene, high viscosity, sealant/adhesive.

.3 Primer: Touch-up primer to CAN/CBSB -1.181.

.4 Glazing stops: 1.0 mm steel, primed, butt joints, counter sink for screws.


2.5 FABRICATION.1 Fabricate doors in accordance with details and approved shop drawings. To Underwriters

requirements and provide Underwriters labels to rated doors..2 Hollow metal doors shall be of seamless construction with no visible seams or joints on faces

at vertical edges..2 Steel face sheet thickness:

.1 Interior doors: 1.2 mm.

.2 Exterior doors: 1.6 mm..3 Core Construction shall be one of the following:

.1 Internally steel stiffened with continuous vertical steel stiffeners at 150 mm O.C. spot welded to both face sheets; fill voids with glass fibre insulation.

.2 Composite construction consisting of honeycomb core with steel face sheets pressure laminated to core.

.4 Refer to door schedule for required classes and ratings of fire doors, glazing or other requirements.

.5 Mortise, reinforce, drill and tap doors and reinforcements to receive hardware using templates provided.

.6 Join door faces at intersecting edges with continuous welds, fill and grind smooth. Finish door faces flush without visible joints or distortion.

.7 Close top and bottom edges of door with recessed 1.2 mm steel channel, full width welded. Provide closure channel at top edge of exterior doors. Provide weep holes in exterior door bottom channel.

.8 Make provisions for glass, provide glazing stops. Weld stops to door on security side.

.9 Touch-up doors by priming areas where zinc coating is damaged.

.10 Provide astragals for pairs of doors in accordance with Underwriters requirements.

.11 Profile edge of doors as follows: Single acting swing doors - Bevel 3 mm in 50 mm Double acting swing doors - Radius of 54 mm.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that opening sizes and tolerances are acceptable; check floor area within path of door

swing for flatness..3 Verify doors are correct size, swing, rating and opening number.

3.2 INSTALLATION.1 Install doors to CSDMA..2 Install fire-rated doors in accordance with NFPA 80, and local authority having jurisdiction..3 Coordinate installation of glass and glazing..4 Install doors and hardware in accordance with hardware templates and manufacturer's written

instructions..5 Adjust operable parts for correct clearances and function..6 Install glazing and door silencers..7 Touch-up factory finished doors..8 Finish paint in accordance with Section 09 91 10.

3.3 ERECTION TOLERANCES.1 Section 01 73 00: Tolerances..2 Maximum Diagonal Distortion: 3 mm measured with straight edges, crossed corner to corner.

End of Section


1 General

1.1 SECTION INCLUDES.1 Flush wood doors and transom panels; flush and flush glazed configuration; non fire rated and

fire rated.

1.2 REFERENCES.1 Architectural Woodwork Manufacturers Association of Canada (AWMAC).

.1 Architectural Woodwork Quality Standards Illustrated, 2003 edition

.2 Quality Standards for Architectural Woodwork, 1998 edition.

.3 Unless otherwise noted in this Section, any mention of AWMAC references the 2003 edition.

.2 Canadian Standards Association (CSA). .1 CSA O115-M1982 (R2000), Hardwood and Decorative Plywood. .2 CAN/CSA O132.2 Series [90(R1998)], Wood Flush Doors.

.3 National Fire Protection Association (NFPA). .1 NFPA 80-1999, Fire Doors and Windows. .2 NFPA 252-2003, Door Assemblies, Fire Tests of.

.4 NLGA National Lumber Grading Authority, Standard Grading Rules for Canadian Lumber, Latest edition.

.5 Underwriters' Laboratories of Canada (ULC). .1 CAN4 S104M-M83, Fire Tests of Door Assemblies..2 CAN4 S105M-M85, Fire Door Frames.

1.3 COORDINATION AND SEQUENCING.1 Coordination: Coordinate with other work having a direct bearing on work of this section.

.1 Coordinate the work with door opening construction, door frame, and door hardware installation.

.2 Sequencing: Sequence installation to ensure wire connections are achieved in an orderly and expeditious manner.

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Indicate door core materials and construction; veneer species, type and

characteristics..3 Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts

required, identify cutouts for glazing..4 Samples:

.1 Submit two (2) samples of door veneer, 300 X 300 MM min size illustrating wood grain, stain colour, and sheen.

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform work in accordance with AWMAC Quality Standard, Premium Grade. Maintain one

copy on site..3 Finish doors in accordance with AWMAC Quality Standard , grades identified in schedule..4 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in


1.6 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Package, deliver and store doors in accordance with AWMAC.

Basic Specification Section 08 14 16 19.12.2011 Flush Wood Doors Page 1

1.7 WARRANTY.1 Section 01 78 10: Warranties..2 Provide warranty to include coverage for failure to meet specified requirements, to the following

term:.1 Exterior Doors: Five (5) years..2 Interior Doors: Two (2) years.

.3 Include coverage for delamination of veneer,.

2 Products

2.1 MATERIALS.1 Door materials: to meet AWMAC requirements and requirements specified in this Section.

2.2 MINERAL CORE DOORS.1 Fire rated wood doors: tested in accordance with CAN4 S104 or NFPA 252 to achieve rating as

specified. .1 Face panels: species ad indicated on the drawings..2 Edges: to match face panels..3 Reinforcement: SLM, as required for hardware installation, option no. 5 for doors requiring exit devices and option no. 6 for doors requiring passage or lock sets as indicated in AWMAC Quality Standards for Architectural Woodwork, 1998 edition..4 Metal label secured to hinge edge of door..5 Paired doors to have matching veneer pattern for uniform appearance.

2.3 SOLID CORE DOORS.1 Flush wood doors: solid core to AWMAC Standard.

.1 Construction: .1 Solid Particleboard Core: with minimum 57 mm stile and rail frame bonded to

particleboard core and as follows:.1 Reinforcement: with wood lock blocks and wood blocking..2 Construction: 3-ply for hardwood faces and 7-ply for veneer faces..3 Use: interior use.

.2 Solid Wood Core: glued block core with wood edge band and as follows: .1 Construction: 7-ply. .2 Use: interior.

.3 Solid, Wood Block, Lined Core, With Two Core Liners: Glued block with wood edge band]and as follows:.1 Construction: 7-ply. .2 Use: interior.

.4 Door Thickness: 45 mm overall.

.5 Face Panels: .1 Hardwood Veneer, [ ] Species: .2 Grade: [AA, (Premium)] [A, (Good)]. .3 Veneer Cut: [Rotary] [Flat sliced] [Quarter sliced] [Rift].4 Match: [Book] [Slip] [Random] matched.

.1 Hardboard: [composition face] [moulded face].

.2 Paired doors to have matching veneer pattern for uniform appearance.

.3 Adhesive: Type II (water resistant) for interior use.

.4 Fire Rating: as scheduled. Metal label secured to hinge edge of door.

2.4 HOLLOW CORE DOORS.1 Flush wood doors: hollow core to AWMAC Standard.

.1 Construction: mesh or cellular core surrounded by 57 mm minimum wood stiles and rails, with lock blocks, 7-ply construction, 45 mm overall thickness.

.2 Face Panels:


.1 Hardwood Veneer, [ ] Species:

.2 Grade: [AA, (Premium)] [A, (Good)].

.3 Veneer Cut: [Rotary] [Flat sliced] [Quarter sliced] [Rift]

.4 Match: [Book] [Slip] [Random] matched..3 Hardboard: [composition face] [moulded face]. .4 Paired doors to have matching veneer pattern for uniform appearance. .5 Adhesive: Type II (water resistant).

2.5 ACCESSORIES.1 Transom and Side Panels: to match materials and construction of adjacent doors and as

follows:.1 Meeting edges of doors and transom panels to be square..2 Veneer of doors and transom panels to be end and colour matched.

.2 Glazing materials and accessories as specified in Section 08 81 00. Glazing Stops: Wood, of same species as door facing shape, butted corners; prepared for countersink style tamper proof screws.

2.6 FABRICATION

.1 Fabricate doors in accordance with AWMAC Standards specified in this Section.

.2 Fabricate fire rated doors to sizes required to allow clearances specified in NFPA 80 and as follows. Coordinate with door frames and door hardware to be utilized..1 Between door and jamb or head - 3.2 mm maximum..2 Between meeting edges of paired doors - 3.2 mm maximum..3 Between door and noncombustible finished floor - 19.05 mm maximum..4 Between door and floor coverings - 12.7 mm maximum. .5 Between door and raised noncombustible sill or threshold - 9.5 mm maximum..6 Between door and floor coverings for 20min rated doors - 6mm

.3 Door Edges: provide 13 mm thick vertical edge strips matching face veneer, to AWMAC Edge Detail No.1, and edge profiles at strike side as follows:.1 Single Acting Swing Doors: bevel 3 mm in 50 mm..2 Double Acting Swing Doors: radius of 55 mm.

.4 Factory seal top and bottom of doors and edges of glazed [and louvre] openings.

.5 Prepare doors for louvres and glazing. Provide hardwood, species to match face veneer, glazing stops with mitered corners. No cut-outs permitted within 125 mm of sides and top of door or 200 mm from bottom of door.

.6 Install wood louvres.

.7 Provide astragals for pairs of doors.

.8 Prepare doors to receive hardware using templates provided.

2.7 FINISHES.1 Factory finish doors in accordance with approved sample..2 Seal door top edge with colour sealer to match door facing.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that opening sizes and tolerances are acceptable..3 Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or

alignment.


3.2 INSTALLATION.1 Protect doors in accordance with AWMAC Standards..2 Install labelled fire rated doors in accordance with NFPA 80 and to provide specified

clearances. Do not site modify labeled fire rated doors..3 Install doors and hardware in accordance with templates and hardware manufacturer's

instructions..4 Adjust hardware for correct function..5 Seal top or bottom of doors and edges of glazed and louvre openings, modified when installing

doors. Do not modify rated doors..6 If applicable, install louvres and glazing stops.7 Secure transoms and side panels by means of countersunk screws concealed by means of

wood plugs matching panel in grain and colour..8 Prepare doors for specified finish. Protect labels for rated doors from finish.

3.3 ADJUSTING.1 Section 01 73 00: Adjusting installed work..2 Adjust door for smooth and balanced door movement..3 Adjust closer for full closure.

End of Section


1 General

1.1 SECTION INCLUDES.1 Fire resistive rated access door and frame units..2 Wall, locations.

1.2 RELATED SECTIONS.1 Section ______-____________: Openings in concrete..2 Section ______-____________: Openings in masonry..3 Section ______-____________: Openings in partitions..4 Section ______-____________: Openings in ceilings..5 Section 09 91 10 - Painting: Field paint finish..6 Section ______-____________: ________ components requiring access..7 Section ______-____________: Mechanical components requiring access..8 Section 23 33 00 - Duct Work Accessories: Access doors in ductwork..9 Section ______-____________: Electrical components requiring access..10 Section _____-__________: Placement of access frame unit anchors in concrete.

1.3 REFERENCES.1 UL - Fire Resistance Directory..2 ULC - Fire Resistance Directory.

1.4 PERFORMANCE REQUIREMENTS.1 Fabricate floor access assemblies to support live load of 4.7 kPa with deflection not to exceed

1/180 of span.

1.5 ADMINISTRATIVE REQUIREMENTS.1 Section 01 31 00: Project management and coordination procedures..2 Coordination: Coordinate with other work having a direct bearing on work of this section.

.1 Coordinate the work with other work requiring access doors.

1.6 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide sizes, types, finishes, hardware, scheduled locations, and details of

adjoining work..3 Shop Drawings: Indicate exact position of all access door units..4 Samples: Submit two (2) access units, ____x____ mm in size illustrating frame configuration,

anchors and ________.

1.7 SUBMITTALS FOR INFORMATION.1 Section 01 33 00: Submission procedures..2 Installation Data: Manufacturer's special installation requirements, rough-in dimensions and

________..3 Sustainable Design:

.1 Section 01 35 18: LEED documentation procedures.

.2 Provide required LEED documentation for Product recycled content.

Basic Specification Section 08 31 13 19.12.2011 Access Doors And Frames Page 1

1.8 CLOSEOUT SUBMITTALS.1 Section 01 78 10: Submission procedures..2 Record Documentation: Record actual locations of all access units..3 Sustainable Design Closeout Documentation: _________.

1.9 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with UL Assembly Design No. ____ requirements. Maintain one

(1) copy on site.

1.10 REGULATORY REQUIREMENTS.1 Conform to applicable code for fire rated access doors..2 Provide certificate of compliance from authority having jurisdiction indicating approval of fire

rated doors.

2 Products

2.1 MANUFACTURERS - WALL AND CEILING UNITS.1 _________________________________Model..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Model.

.2 _____________________________Model.

.3 _____________________________Model..3 Substitutions: Refer to Section 01 62 00.

2.2 ACCESS UNITS - WALLS.1 Non-Fire Rated Door and Frame Unit: Formed steel:

.1 In Cast-In-Place Concrete: Model ________ manufactured by ________________.

.2 In Masonry: Model ________ manufactured by ________________.

.3 In Gypsum Board on Steel Studs: Model ________ manufactured by ________________.

.4 In Plaster on Metal Furring: Model ________ manufactured by ________________..2 Fire Rated Door and Frame Unit: Formed stainless steel, finish; ____ hour fire rating:

.1 In Cast-In-Place Concrete: Model ________ manufactured by ________________.

.2 In Masonry: Model ________ manufactured by ________________.

.3 In Gypsum Board on Steel Studs: Model ________ manufactured by ________________.

.4 In Plaster on Metal Furring: Model ________ manufactured by ________________.

2.3 ACCESS UNITS - CEILINGS.1 Non-Fire Rated Door and Frame Unit: Formed stainless steel:

.1 In Gypsum Board on Metal Furring: Model ________ manufactured by ________________.

.2 In Plaster on Metal Furring: Model ________ manufactured by ________________.

.3 In Metal T-Bar Suspension Ceiling: Model ________ manufactured by ________________.

.2 Fire Rated Door and Frame Unit: Formed stainless steel, ____ hour fire rating:.1 In Gypsum Board on Metal Furring: Model ________ manufactured by

________________..2 In Plaster on Metal Furring: Model ________ manufactured by ________________..3 In Metal T-Bar Suspension Ceiling: Model ________ manufactured by

________________.


2.4 MANUFACTURERS - FLOOR UNITS.1 _________________________________Model..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Model.

.2 _____________________________Model.

.3 _____________________________Model..3 Substitutions: Refer to Section 01 62 00.

2.5 ACCESS UNITS - FLOORS.1 Non-Fire Rated Hatch and Frame Unit: Formed stainless steel:

.1 In Concrete Floors: Model ________ manufactured by ________________.

.2 In Resilient Flooring: Model ________ manufactured by ________________.

.3 In Carpet Flooring: Model ________ manufactured by ________________..2 Fire Rated Hatch and Frame Unit: Formed stainless steel, ____ hour fire rating:

.1 In Concrete Floors: Model ________ manufactured by ________________.

.2 In Resilient Flooring: Model ________ manufactured by ________________.

.3 In Carpet Flooring: Model ________ manufactured by ________________.

2.6 FABRICATION - WALL AND CEILING UNITS.1 Fabricate frames and flanges of 1.5 mm steel..2 Fabricate door panels of 1.8 mm steel single thickness steel sheet..3 Weld, fill, and grind joints to ensure flush and square unit..4 Hardware:

.1 Hinge: 175 degree stainless steel piano hinge with removable pin.

.2 Lock: Screw driver slot for quarter turn cam lock.

2.7 FABRICATION - FLOOR UNITS.1 Fabricate frames and anchors of 1.5 mm stainless steel..2 Form frame perimeter with a closed gutter and drain coupling ; for connection to drain..3 Fabricate hatches of 1.8 mm single thickness stainless steel; reinforced with formed stainless

steel channels; checkered surface finish..4 OR.5 Fabricate hatches of 1.8 mm double stainless steel, with integral non-combustible insulation

filler; checkered surface finish..6 Weld, fill, and grind joints to assure flush and square unit..7 Hardware:

.1 Hinge: 175 degree steel hinges with removable pin.

.2 Lock: Screw driver slot for quarter turn cam lock.

2.8 FINISHES.1 Base Metal Protection: Galvanized, hot dipped finish..2 Finish: One coat baked enamel, ________ colour as selected..3 OR.4 Stainless Steel: No. 4 finish.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that rough openings for door and frame are correctly sized and located.


3.2 INSTALLATION.1 Install units to manufacturer instructions..2 Install frames plumb and level in opening. Secure rigidly in place..3 Position unit to provide convenient access to concealed work requiring access.

3.3 SCHEDULES.1 Washroom Walls Above Urinal Valves: Ceramic tile finish type, 300 x 300 mm size, cylinder

lock, primed and two coat baked enamel to match ceramic tile colour..2 Typical Floor Type: Inset for 3 mm thick resilient tile finish, 300 x 300 mm size, screwdriver slot

lock, stainless steel No. 4 finish.

End of Section


1 General

1.1 SECTION INCLUDES.1 Electric overhead sectional insulated door..2 Operating hardware, supports, and controls.

1.2 REFERENCES.1 ASTM A653/A653M-07 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by the Hot-Dip Process..2 ASTM B209-06 - Aluminum and Aluminum-Alloy Sheet and Plate..3 OR.4 ASTM B209M-06 - Aluminum and Aluminum-Alloy Sheet and Plate Metric..5 ASTM B221-06 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and

Tubes..6 OR.7 ASTM B221M-07 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and

Tubes Metric..8 ASTM E330-02 - Test Method for Structural Performance of Exterior Windows, Curtain Walls,

and Doors by Uniform Static Air Pressure Difference..9 CAN/CGSB-11.3-M87 - Hardboard..10 CAN/CSA-C22.2 No. 100-04 - Motors and Generators..11 CSA C22.2-06 - Canadian Electrical Code, Part 2..12 CSA G164-M92(R2003) - Hot Dip Galvanizing of Irregularly Shaped Articles..13 NEMA MG1 - Motors and Generators.

1.3 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Shop Drawings: Indicate opening dimensions and required tolerances, connection details,

anchorage spacing, hardware locations, installation details and electrical connection requirements.

1.4 CLOSEOUT SUBMITTALS.1 Section 01 78 10: Submission procedures..2 Operation and Maintenance Data:

.1 Include electrical control adjustments.

.2 Include data for motor and transmission, shaft and gearing, lubrication frequency, spare part sources.

.3 Warranty Documentation: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience..3 Installer Qualifications: Company specializing in performing the work of this section with


1.6 WARRANTY.1 Section 01 78 10: Warranties..2 Correct defective Work within a five (5) year period after Date of Substantial Completion..3 Warranty: Include coverage for electric motor and transmission..4 Provide five (5) year manufacturer warranty for electric operating equipment.

Basic Specification Section 08 36 13 19.12.2011 Sectional Doors Page 1

2 Products

2.1 MATERIALS .1 Sheet Steel: to ASTM A653M-96 with galvanized coating as follows:

.1 Z275 coating designation for track system and sheet steel hardware components.

.2 ZF75 coating designation for other sheet steel components..2 Aluminum Extrusions: Architectural Aluminum Manufacturers Association Alloy AA6063-T6..3 Insulation: rigid polystyrene to CAN/CGSB-51.20-M87, Type 3 or 4.

2.2 PANEL CONSTRUCTION.1 Insulated Door Sections: sandwich panel consisting of 1.6 mm, flush profile sheet steel outer

face, insulation and 0.60 mm, flush profile sheet steel interior liner..2 Fabricate faces and liners from single sheets. Roll horizontal meeting edges to form

continuous shiplap, rabetted or keyed weather seal..3 Reinforce door sections with 1.2 mm channel end stiles, and 1.2 mm intermediate Z-bar or

channel stiles..4 Reinforce bottom of bottom section with continuous sheet steel channel or angle..5 Install insulation to completely fill cavities..6 Provide galvanized steel struts as required to reinforce door.

2.3 DOOR COMPONENTS.1 Track: Rolled galvanized steel, 2.7 mm thick; 75 mm wide, continuous one piece per side;

bolted connections, galvanized steel mounting brackets 6 mm thick..2 Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller holders of galvanized

steel; floating hardened steel bearing rollers, located at top and bottom of each panel, each side.

.3 Lift Mechanism: Provide adjustable, oil-tempered steel torsion springs, rated for 25,000 cycles, mounted on a steel shaft supported by ball bearings. Connect spring to door with galvanized aircraft type lifting cables, sized to provide a minimum safety factor of 5 to 1. Provide grooved cable drums to receive cable. Protect torsion springs from environments which will promote rusting. Rusted springs will not be accepted.

.4 Sill Weatherstripping: Resilient and hollow strip, one piece; fitted to bottom of door panel, full length contact.

.5 Jamb Weatherstripping: Roll formed steel section full height of jamb, fitted with resilient weatherstripping, placed in moderate contact with door panels.

.6 Head Weatherstripping: EPDM rubber seal, one piece full length, bulb-type.

.7 Panel Joint Weatherstripping: Neoprene foam seal, one piece full length.

2.4 ELECTRICAL CHARACTERISTICS AND COMPONENTS.1 Operator Type: trolley and sidemounted jackshaft type..2 Electric motors, controller units, remote push button stations, relays and other electrical

components shall be CSA approved..3 Power Supply: 120 V, single phase, 60 HZ.4 Electric Motors: high-starting torque, reversible, constant duty, Class A, insulated electric

motors with overload protection, sized to move door in either direction, from any position, at not less than 200 mm/s or more than 300 mm/s.

.5 Push Button Station: momentary-contact, three button control station with push button controls labelled "open", "close" and "stop". Mount on post and wall adjacent to door.

.6 Automatic Reversing Control: automatic safety switch extending full width of door bottom. Locate switch within bulb type weatherstrip mounted to bottom of door.

.7 Emergency Chain Hoist: for manual operation in event of jackshaft operator failure. Floor operated disconnect, to disconnect electric operator and engage chain hoist. Electrically interlocked to prevent operation of electric operator when chain hoist is engaged.

.8 Equip operator with adjustable friction clutch and solenoid brake.


2.5 FINISHES.1 Factory prefinish door panels after fabrication..2 Apply enamel coating system meeting Paint Qualification Tests in accordance with Dofasco's,

"Quality and Performance Specifications for Industrial and Commercial Building Cladding", for Dofasco 5000 Series, dated July 1989, and as follows:.1 Coating System: one prime coat and finish coats as required to achieve coating

thickness..2 Coating Thickness: minimum 100 micrometres for total coating system..3 Film Adhesion: not more than 5% removal of enamel when subjected to tape test in

accordance with CGSB 1-GP-71, Method 137.1..4 Gloss: semi-gloss sheen..5 Colours: from the Stelco/Dofasco series 5000 colour chart for prefinished sheet steel.

See drawings for colour selection..3 Site refinish damaged panel(s) with a compatible coating system. Match color of adjacent

panels, where applicable..4 Tubular aluminum frames: mill finish.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that wall openings are ready to receive work and opening dimensions and tolerances are

within specified limits..3 Verify that electric power is available and of the correct characteristics.

3.2 PREPARATION.1 Prepare opening to permit correct installation of door unit to perimeter air and vapour barrier

seal..2 Apply primer to wood frame.

3.3 INSTALLATION .1 Install door in accordance with manufacturer's recommendations and as specified..2 Cut and fit curved portion of track to provide smooth transition to straight portions at tangent

points..3 Slope nominally horizontal tracks 1:50 upward from curved track at doors equipped with

jackshaft operator..4 Brace horizontal tracks with galvanized steel angle cross-bracing at centre and ends to support

doors over 3.6 m in height. Secure bracing to structural members only..5 Fit, align and adjust complete door assembly level and plumb and to provide smooth operation

and eliminate vibration..6 Install weatherstripping to provide continuous seal.

3.4 ERECTION TOLERANCES.1 Section 01 73 00: Tolerances..2 Maximum Variation from Plumb: 1.5 mm..3 Maximum Variation from Level: 1.5 mm..4 Longitudinal or Diagonal Warp: Plus or minus 3 mm from 3 m straight edge..5 Maintain dimensional tolerances and alignment with adjacent work.

3.5 ADJUSTING.1 Adjust door assembly to smooth operation and in full contact with weatherstripping.


3.6 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Clean doors, frames and glass..3 Remove temporary labels and visible markings.

3.7 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Do not permit construction traffic through overhead door openings after adjustment and

cleaning.

End of Section


1 General

1.1 SECTION INCLUDES.1 Aluminum doors and frames..2 Vision glass and glass infill panels..3 Door hardware..4 Perimeter sealant.

1.2 REFERENCES.1 Aluminum Association (AA), DAF 45, Designation System for Aluminum Finishes..2 American Architectural Manufacturers Association (AAMA), AAMA 609, Voluntary Guide

Specification for Cleaning and Maintenance of Architectural Anodized Aluminum..3 American Society for Testing and Materials International, (ASTM), ASTM E330, Standard Test

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

.4 Canadian General Standards Board (CGSB)..1 CGSB 1.40 97, Primer, Structural Steel, Oil Alkyd Type..2 CAN/CGSB 12.1 M90, Tempered or Laminated Safety Glass..3 CAN/CGSB 12.20 M89, Structural Design of Glass for Buildings.

.5 Canadian Standards Association (CSA International)..1 CAN/CSA G40.20/G40.21 98, General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel..2 CAN/CSA G164 M92, Hot Dip Galvanizing of Irregularly Shaped Articles.

.6 National Fire Protection Association (NFPA).1 NFPA 80, Standard for Fire Doors and Fire Windows..2 NFPA 252, Standard Methods of Fire Tests of Door Assemblies.

.7 Underwriters' Laboratories of Canada (ULC).1 CAN/ULC-S701, Standard for Thermal Insulation, Polystyrene, Boards and Pipe

Covering..2 CAN/ULC-S702, Standard for Thermal Insulation, Mineral Fibre, for Buildings..3 CAN/ULC-S704, Standard for Thermal Insulation, Polyurethane and Polyisocyanurate

Boards, Faced..4 CAN4-S104-M80, Standard Method for Fire Tests of Door Assemblies..5 CAN4-S105-M85, Standard Specification for Fire Door Frames Meeting the


1.3 SYSTEM DESCRIPTION.1 Aluminum entrance system includes tubular aluminum sections , shop fabricated, factory

finished, vision glass, glass infill, related flashings, anchorage and attachment devices..2 System Assembly: Shop unitized assembly.

1.4 PERFORMANCE REQUIREMENTS.1 Design members to withstand, within acceptable deflection limitations, their own weight, the

weight of glass, and the minimum design loads due to the pressure and suction of wind as calculated in accordance with Alberta Building Code current edition.

.2 Make provision to drain, to the exterior, any water entering at joints and/or condensation occurring within the wall construction.

.3 Design assembly to accommodate expansion and contraction when subjected to minimum and maximum surface temperature of -35°C to +75°C.

.4 Deflection limit for mullions shall be governed by flexure limit of glass unit to permissible maximum by glass manufacturer and calculated with a safety factor of 2.5 with full recovery of glazing compounds or 1/175 maximum deflection of unsupported length; whichever is less.

Basic Specification Section 08 41 13 19.12.2011 Aluminum Framed Entrances Page 1

1.5 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide component dimensions, describe components within assembly,

anchorage and fasteners, glass and infill, door hardware, internal drainage details etc..3 Design Data: Provide framing member structural and physical characteristics, calculations,

dimensional limitations..4 Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,

affected related Work and expansion and contraction joint location and details.

1.6 CLOSEOUT SUBMITTALS.1 Section 01 78 10: Submission procedures..2 Warranty Documentation: Submit manufacturer warranty and ensure forms have been

completed in Owner's name and registered with manufacturer..3 Provide operation and maintenance data for overhead door hardware for incorporation into

Operation and Maintenance Data and Manuals.

1.7 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with AAMA SFM-1.3 Conform to requirements of Alberta Building Code current addition for accessibility..4 Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems

with minimum three years documented experience.

1.8 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Handle Products of this section in accordance with AAMA CW-10..3 Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed

coatings which bond when exposed to sunlight or weather.

1.9 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Do not install sealants when ambient temperature is less than 5 degrees C during and 48 hours

after installation.

1.10 WARRANTY.1 Section 01 78 10: Warranties..2 Correct defective Work within a five (5) year period after Substantial Completion..3 Warranty: Include coverage for complete system for failure to meet specified requirements..4 Provide five (5) year manufacturer warranty for glazed units.

2 Products

2.1 MATERIALS .1 Aluminum extrusions: Aluminum Association alloy AA6063-T6.2 Sheet aluminum: Aluminum Association alloy AA1100 anodizing quality..3 Steel reinforcements: to CAN/CSA-G40.21-M92..4 Fasteners: aluminum, stainless steel type 316, or cadium plated steel, finished to match

adjacent material..5 Steel primer: to CAN/CGSB-1.40-M89..6 Bituminous paint: to CAN/CGSB-1.108-M89..7 Weatherstripping: waterproof, rot-proof pile fibre 4 mm high x 6 mm wide in neoprene backing


of flexible vinyl..8 Sills: sloped extruded aluminum sill sections including upturned end stops, chairs, anchors,

splice plates; finish same as aluminum framing..9 Glass and glazing materials: in accordance with Section 08 81 00..10 Sealants: in accordance with Section 07 92 00, Colour to be selected.

2.2 HARDWARE.1 Continuous hinge, Architectural Class 1 Anodic Coating clear finish..2 Cylinder: mortised cam type, master keyed to building keying system, 5 pin type, finish same

as door, mount 1520 mm above floor..3 Maximum security lock: 5 ply steel bolt, 35 mm throw, anti-saw roll pins, to accept mortised

cylinder..4 Push: (unless exit/panic device is used) aluminum bar with push plate similar to Kawneer style

CO-12, mount 1140 mm above floor..5 Pull: extruded aluminum shape similar to Kawneer style CO-12, mount 1140 mm above floor..6 Panic: surface rim device, Corbin Russwin ED4000 Series, mount 1025 mm above floor..7 Threshold: extruded aluminum, ribbed, full width of opening..8 Closer: single acting, overhead, surface mounted, rectangular slim profile, LCN 1460 Series

model, finish to match doors, adjustable closing and latch speeds..9 Holder: overhead concealed type, adjustable check for 90 ° opening, Glynn-Johnson 450

Series Medium Duty, SP28 finish.

2.3 FINISHES.1 Factory finish on exposed aluminum surfaces shall be AAMA 611 Architectural Class 1 Anodic

Coating clear finish..2 Shop apply strippable protective covering to finished aluminum surfaces until completion of the

work..3 Paint ungalvanized steel clips, supports and reinforcing steel with steel primer or bituminous

paint.

2.4 FABRICATION.1 Provide minimum 20 mm bite for factory-sealed double glazed units. Ensure sufficient bite on

all other glass as required for live and dead loads..2 Make allowances for deflection of structure to ensure that structural loads are not transmitted to

aluminum work..3 Provide structural steel internal reinforcement as required to achieve specified criteria for frame

stability..4 Manufacturers' nameplates on doors or frames are not acceptable..5 Accurately join and fit corners of doors and frames to flush hairline joints..6 Accurately form cut-outs, recesses, mortising or milling required for finishing hardware in

accordance with templates supplied and reinforce with galvanized or stainless steel plates.

2.5 FABRICATION OF ALUMINUM DOORS.1 Construct doors of porthole extrusions with 3.0 mm wall thickness..2 Door stiles nominal 127mm wide ± 6 mm..3 Top rail nominal 127 mm wide ± 6 mm..4 Cross rail nominal 152.5mm wide ± 6 mm..5 Bottom rail nominal 260 mm wide ± 6 mm..6 Reinforce mechanically-joined corners of doors by welding and spigotting or one piece cast

aluminum angle to produce sturdy door unit resistant to wracking..7 Provide weatherstripping on two sides and head of exterior doors and sweep strip full width of

bottom rail. Construct to permit ready placement of weatherstripping on installed doors without special tools.

.8 Provide glazing stops of interlocking snap-in type for dry glazing. Design and make exterior stops tamperproof type.


2.6 FABRICATION OF ALUMINUM FRAMES.1 Construct frames of aluminum extrusions, 50.8 mm x 114.3 mm size, 3.0 mm thickness applied

stops, snap-on, thermally broken sections..2 Vertical mullions shall be continuous. Sills shall be one piece or flush jointed on mullion

centreline with alignment spline..3 Provide for adequate clearance and shim space at perimeter of opening..4 Provide weep holes in horizontal members of exterior frames and screens. Drain weepholes to

exterior.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify dimensions, tolerances, and method of attachment with other work..3 Verify wall openings and adjoining air and vapour seal materials are ready to receive work of

this Section.

3.2 INSTALLATION.1 Erect and secure aluminum work plumb, square and level, free from warp, twist and

superimposed loads. .2 Secure work adequately and accurately to structure in designed location, in manner not

restricting thermal movement. Lock settings after alignment..3 Backpaint aluminum in contact with dissimilar metals and cementitious materials; with

bituminous paint..4 Protect aluminum and glass surfaces until final cleaning..5 Completed installation shall be free from objectionable noise, rattles, wind whistles and noise

due to thermal movement..6 Fit finish hardware neatly, accurately; make plumb and level with proper clearance for correct

operation..7 Method of attachment to the structure shall take into account drainage, site and construction

irregularities.

3.3 GLAZING.1 Glaze aluminum doors and frames in accordance with general requirements for glazing as

specified in Section 08 81 00..2 Use dry glazing splines set into extruded grooves set into framing members or removeable

stops.

3.4 SEALANT.1 Install sealant and related materials for perimeter of frame and between members of aluminum

work in accordance with Section 07 92 00 to provide a weatherproof installation..2 Ensure continuity of air/vapour barrier with adjacent construction.

3.5 ADJUSTING.1 Adjust operating hardware and sash for smooth operation.

3.6 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Remove protective material from pre-finished aluminum surfaces..3 Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean

wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean..4 Remove excess sealant by method acceptable to sealant manufacturer.


3.7 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 Protect finished Work from damage.

End of Section


1 General

1.1 SECTION INCLUDES.1 Factory fabricated tubular extruded plastic windows..2 Factory glazed..3 Operating hardware and insect screens..4 Perimeter sealant.

1.2 REFERENCES.1 ASTM A653/A653M-99a, Standard Specification for Sheet Steel, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy Coated (Galvanannealed) by the Hot-Dip Process..2 ASTM D4216-00, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) and Related

PVC and Chlorinated Poly (Vinyl Chloride) (CPVC) Building Products Compounds..3 CAN/CGSB-12.1-M90, Tempered or Laminated Safety Glass. .4 CAN/CGSB-12.3-M91, Flat, Clear Float Glass..5 CAN/CGSB-12.4-M91, Heat Absorbing Glass..6 CAN/CGSB-12.8-M91, Insulating Glass Units..7 CSA-A440/A440.1-00, Windows / Special Publication, User Selection Guide to CSA Standard

A440-00, Windows..8 CSA-A440.2/A440.3-98, Energy Performance Evaluation of Windows and Other Fenestration

Systems / User Guide to CSA Standard A440.2-98..9 CSA-G164-M92 (R1998), Hot Dip Galvanizing of Irregularly Shaped Articles

1.3 SYSTEM DESCRIPTION.1 Windows: Extruded tubular plastic sections, factory fabricated, vision glass, related flashings,

anchorage and attachment devices..2 Configurations:

.1 Single Unit Window: a window consisting of one fixed or one operable lite.

.2 Composite Window: a window consisting of a maximum of three lites in one main frame. Composite windows may consist of fixed or operable windows, or a combination of both..3 Combination Window: a combination of complete window assemblies, three maximum,

whose frames are mulled together. Combination windows may consist of fixed or operable windows, or a combination of both.

1.4 PERFORMANCE REQUIREMENTS

.1 Materials, fabrication, attachments, accessories, assembly and performance, other than thermal performance, shall meet or exceed applicable requirements of CSA-A440, Windows,

the following appendices, and as specified herein:.1 Appendix D - Span(s) for Vinyl Members..2 Appendix E - Wall Thickness of Vinyl Windows.

.2 Thermal performance shall be determined in conformance with CSA-A440.2, Thermal Performance Evaluation of Windows and Sliding Glass Doors, and Appendix A - Overview of the Procedure for Determining the U-Value by Computer Simulation.

.3 Design windows to equalize both positive and negative pressure between outside air and:.1 cavities surrounding insulating glass units, and.2 cavities surrounding operable sash.

.4 Design windows to provide drainage from spaces around operable sash and around insulating glass units to exterior.

.5 Design windows to protect drainage openings from direct entrance of wind-driven rain by use of baffles or other protection.

.6 Design frames and sashes for interior glazing methods. Exterior glazing methods are not acceptable.

.7 Design main frame for exterior surface of frame to be mounted flush with the exterior sheathing.

Basic Specification Section 08 53 10 19.12.2011 Plastic Windows Page 1

.8 Design windows for strap anchorage or through jamb anchorage to withstand minimum [ ] Pa wind load and to distribute wind load along frames to window manufacturer's recommendations.

1.5 SUBMITTALS FOR REVIEW.1 Provide elevation views. Indicate components, materials, finishes, location of glazing shims

and locations of anchorage. .2 Clearly indicate, in large scale, the following:

.1 Sections details showing all window perimeter conditions.

.2 Mullion and glazing bar details and frame corner connections, including reinforcement and its fastening if applicable.

.3 Sill flashing terminations, in isometric view, including coordination with wall cladding materials.

.4 Details showing frame anchorage to wall structure.

.5 Details showing air sealing within and around perimeter of framing and operable sash.

.6 Required sizes and tolerances of openings.

1.6 MOCK-UP AND TESTING.1 Provide intallation mock-up of window to show all required flashings, caulking detailing, air and

vapour barrier components relationships for approval by the Architect and Client before startinginstallation. Mock-up may become part of the finished project. One mock-up is required for

each phase of the project if construction ceases between completed phases or if installation crews change.

.2 Allow for a minimum of two windows per phase / stage of the project to be tested. Test will be performed on installed windows to the following requirements:.1 ????????????????????????????????????????????? testing as per sonarta ridge

1.7 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with AAMA/WDMA/CSA 101/I.S.2/A440..3 Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

this section with minimum three (3) years documented experience..4 Installer Qualifications: Company specializing in performing the work of this section with


1.8 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that

bond when exposed to sunlight or weather..3 Jig, brace, and box the window frame assemblies for transport to minimize flexing of members

or joints.

1.9 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Do not install sealants when ambient temperature is less than 5 degrees C..3 Maintain this minimum temperature during and after installation of sealants.

1.10 WARRANTY.1 Section 01 78 10: Warranties..2 Correct defective Work within a five (5) year period after Date of Substantial Completion..3 Provide five (5) year manufacturer warranty for insulated glass units from seal failure, interpane


dusting or misting, and replacement of same..4 Warranty: Include coverage for degradation of colour finish.

2 Products

2.1 WINDOWS.1 Meet or exceed requirements of CSA-A440, and the following performance requirements:

.1 Air Tightness Rating, Fixed Windows: Fixed.

.2 Air Tightness Rating, Operable Windows: A3.

.3 Water Tightness Rating: B3

.4 Wind Load Resistance Rating: C4.

.5 Forced Entry: F2, pass test for resistance to forced entry.

.6 Insect Screens: Heavy duty.

.7 Glazing: SG-A clear and SG-B special

.8 Overall Window U-Value: maximum 2.20 W/m2 °C.

2.2 COMBINATION AND COMPOSITE WINDOWS.1 Meet or exceed requirements of CSA-A440 for combination and composite windows, and the

performance requirements for single unit windows.2 Where composite and combination windows specified have not been tested, individual lights

shall meet the performance requirements for the applicable single unit window types specified. .3 Air and water tightness of joints along frames mulled together, and at mullions where lites

within one main frame join, shall meet or exceed performance ratings specified for adjacent single unit windows.

.4 Lateral deflection of mulled frames shall not exceed 1/175 of span when subjected to loading equivalent to wind load resistance of the adjacent single unit windows.

2.3 FRAME AND SASH REQUIREMENTS.1 Frame and sash profiles and glazing detailed on drawings are not intended to restrict product

types conforming with these specifications..2 Provide PVC or FRP frame and sash, at Contractor's option, meeting the following

requirements:.1 Polyvinyl chloride (PVC): to ASTM D4216, Class 1-10154-33-0101,

1-20131-33-0101 or 1-40121-33-0101. .2 PVC Extrusions, no substitutions:

.1 100 Series by Berlinex Inc.

.2 1600 Series by Rehau Inc.

.3 2200 Series by North American Profiles Group.

.4 2500 Series by North American Profiles Group..3 Fibreglass Reinforced Plastic FRP: minimum 60% glass content, by weight, resins and

inert filler for balance of composition..4 FRP Pultrusions, no substitutions:

.1 400 Series by Inline Fiberglass Ltd.

.2 Fibertherm 325 Series by Omniglass Ltd..5 Minimum external wall thickness of extrusions or pultrusions: 2.0 mm nominal,

exceeding requirements of CSA-A440 for vinyl (PVC) window wall types A, B, and C..6 Seal sash perimeter continuously at two locations minimum, with primary seal located

between operator and exterior seal. .7 Secure hardware and attachments using screws into H-ports or penetrating minimum of two walls of framing..8 Join single units to form combination units with joints at combination unit frame perimeter finished with sealant and steel plate, 75 mm x 75% of depth of framing. Plate shall be screw fastened with a minimum of four screws through plastic into steel reinforcing..9 Anchor using metal strap anchors or concealed fasteners through frames. Use of nailing fins or splines is not acceptable.


.10 Brick molding and trim shall be independent of the window framing and secured in place. Fit corners to provide hairline joint. Sill and head sections shall be continuous for

combination units.

2.4 GLASS AND GLAZING MATERIALS.1 Glass and Glazing Materials: As specified in Section 08 80 50 of Types described below:

.1 Glass in Exterior windows: SG-A (insulated glass units) Clear double glazed low E.

.2 Glass in Exterior windows: SG-B (insulated glass units) Clear and stained glass double glazed low E.

.2 Insulating Glass Units: meet or exceed requirements of CAN/CGSB-12.8. Units shall be certified by the Insulated Glass Manufacturers Alliance (IGMA). Overall unit thickness shall be 25 mm using 6 mm glass thickness for individual panes. Use two stage seal method of manufacture, as follows:.1 Primary Seal: polyisobutylene sealing compound between glass and metal

spacer/separator, super spacer bar or TDSE Intercept..2 Secondary Seal: polyurethane, silicone or polysulphide base sealant, filling gap between the two lites of glass at the edge up to the spacer/separator and primary seal.

.3 Spacer/separator to provide continuous vapour barrier between interior of sealed unit and secondary seal.

.4 Clear Float Glass: to CAN/CGSB-12.3, glazing quality, for outer lite.

.5 Safety Glass: to CAN/CGSB-12.1-M90, tempered for inner lite.

.6 Provide low-E coating on No.3 surface of double glazed insulating glass units.

.7 Glazing Gaskets for PVC Sections: neoprene, thermoplastic rubber or EPDM, flexible at minimum design temperature, and as follows:.1 Profiled with a minimum of three (3) fins to contact glazing and to mechanically key into

window frame and sash glazing stops, at interior and exterior of glass units..2 Removable without special tools and without dismantling of window frames..3 Designed to maintain pressure contact against glass units through design temperature

range..4 Coextruded material is not acceptable.

.8 Glazing Gaskets for FRP Sections: Manufacturer's standard.

.9 Other Glazing Accessories: setting blocks to CAN/CSA-A440.

2.5 HARDWARE.1 Exposed Hardware Components: metal, in finish to match window frame..2 Hardware exposed to exterior environment with sash in closed and open positions shall be

corrosion-resistant..3 Hardware shall be screw attached..4 Equip operable windows with hardware as follows:

.1 Casement: concealed dual arm operator and stainless steel tracks, with under screen roto operator assembly. Provide multipoint action sash locks. Provide concealed sash stop arms at top of casement.

.2 Awning: concealed dual arm operation and stainless steel tracks, with under screen roto operator assembly. Provide one cam action sash lock at each jamb.

.5 Provide ADA handles for roto operators.

.6 Force to operate locking devices shall not exceed 20 N.

2.6 ACCESSORIES.1 Weatherstripping at Operable Sash: neoprene, thermoplastic rubber or EPDM, flexible at

minimum design temperature, and as follows:.1 Profiled to mechanically key into window frame and operable sash..2 Removable without special tools and without dismantling of sash or frame..3 Designed to maintain pressure contact against sash through design temperature range.

.2 Steel Clips, Supports and Anchors: minimum 1.5 mm bare sheet thickness, hot-dip galvanized to CAN/CSA G164. Provide anchors that permit sufficient adjustment for accurate alignment.


.3 Steel Reinforcement: sheet steel to ASTM A653M, hot dip galvanized, minimum Z275 coating designation.

.4 Joint Sealants: as specified in Section 07 92 00, recommended for substrates.

.5 Insulating Foam Sealant: one-part polyurethane, closed cell foam, skin-forming type, expanding maximum 25%.

.6 Foam Backer Rod: extruded closed cell backer rod, oversize 30 to 50%.

.7 Screens: standard duty, aluminum mesh with extruded aluminum sash and four metal clip or screw retainers per side. Screen sash finish shall match colour of window sash.

2.7 FABRICATION.1 Fabricate window units square and true with maximum tolerance of plus or minus 1.5 mm for

units with a diagonal measurement of 1800 mm or less and 3 mm for units with a diagonal measurement over 1800 mm.

.2 Seal fibreglass framing joints with butyl-polyisobutylene or silicone sealant. Mitre and heat weld full length of vinyl frame and sash joints at corners.

.3 Steel reinforce vertical and horizontal components of PVC window units, with height or width greater than 900 mm, as specified.

.4 Steel reinforce vertical and horizontal components of FRP window units as required by engineered structural design.

.5 Fasten steel reinforcement to extruded vinyl mullions with concealed stainless steel fasteners at maximum 300 mm o.c.

.6 Continuously and uniformly compress length of gaskets during installation, to compensate for linear shrinkage.

2.8 GLAZING.1 Clean sealing surfaces at perimeter of glass and sealing surfaces of rabbets and stop beads

before applying splines or gaskets. Use solvents and cleaning agents recommended by manufacturer of sealing materials.

.2 Install glazing gaskets uniformly with accurately formed corners and bevels. Ensure that proper contact is made with glass and rabbet interfaces.

.3 Support both lites of glass thermal units on leveled setting blocks, 4 or 6 mm minimum, spaced as recommended by glass manufacturer. Provide at least one setting block at quarter points from each corner. For casement windows, locate setting blocks closer to corners as recommended by manufacturer.

.4 Center glass thermal units in glazing rabbet to maintain 6 mm minimum clearance between edges of glazing and plastic framing at sill or 4 mm minimum clearance between edges of glazing and plastic framing at sill if glazing bite incorporates a drainage channel with a depth of 3 mm minimum.

.5 Size glass thermal units to ensure exposed face of spacer is in line with glazing stops.

.6 Use spacers and shims in accordance with glass manufacturer's recommendations.

2.9 FINISHES.1 Exterior Surfaces: White colour as selected..2 Interior Surfaces: White colour as selected..3 Screens: Black colour as selected..4 Operators and Exposed Hardware: to match window finish, baked enamel.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify wall openings and adjoining air and vapour seal materials are ready to receive work of

this Section.


3.2 INSTALLATION.1 Install window assembly in accordance with CSA A440.4..2 Erect and secure window units in prepared openings, plumb and square, free from warp, twist

or superimposed loads..3 Apply a bead of caulking to the head and jambs only and mount window frame flange over

caulking and compress so that caulking is visible at the edges of the window flange. Secure window flange with screws. Do not damage or split the window flange.

.4 Secure work accurately to structure and in a manner not restricting thermal movement of materials.

.5 Transfer window dead load to wall construction by anchors alone or in combination with plastic shims. Wood shims are not acceptable to support windows.

.6 Place shims under sill frame at setting block locations, and as recommended by window frame manufacturer.

.7 Conceal all anchors and fitments. Exposed heads of fasteners are not permitted.

.8 Maintain dimensional tolerances after installation. Maintain alignment with adjacent work.

.9 Provide seal around interior head and jamds of window frame with expanding insulation foam to full depth of frame

.10 Install jamb extensions, casings, brick moulds and trim as indicated on drawings.

.11 Install sealant, in accordance with Section 07 92 00, and related materials as indicated on drawings.

.12 Adjust operable sash and hardware to operate smoothly.

.13 Clean interior and exterior surfaces as soon as adjacent contaminating activities are completed, to recommendations of window manufacturer.

3.3 ERECTION TOLERANCES.1 Section 01 73 00: Tolerances..2 Maximum Variation from Level or Plumb: 0.06 inches every 1.5 mm/m non-cumulative or 12

mm/30 m, whichever is less.

3.4 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Remove protective material from pre-finished surfaces..3 Wash surfaces by method recommended and acceptable to sealant and window manufacturer;

rinse and wipe surfaces clean..4 Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to

sealant manufacturer.

End of Section


1 General

1.1 SECTION INCLUDES.1 Glass , plastic and glazing for sections referencing this section for Products and installation..2 OR.3 Glass and glazing for hollow metal work,..4 Plastic .5 Glass for cabinet shelves,.

1.2 RELATED SECTIONS.1 Section 06 20 00 - Finish Carpentry: ________ components with requirement for glass..2 Section 06 41 11 - Architectural Cabinetwork: Cabinets with requirement for glass shelves

and..3 Section 07 26 00 - Vapour Retarders..4 Section 07 27 00 - Air Barriers..5 Section 07 92 00 - Joint Sealants: Sealant and back-up material..6 Section 08 13 13 - Standard Hollow Metal Doors: Glazed doors..7 Section 08 13 14 - Custom Hollow Metal Doors: Glazed doors..8 Section 08 14 16 - Flush Wood Doors: Glazed doors..9 Section 08 14 33 - Stile and Rail Wood Doors: Glazed doors..10 Section 08 32 00 - Sliding Glass Doors..11 Section 08 36 13 - Sectional Doors..12 Section 08 41 13 - Aluminum Framed Entrances And Storefronts..13 Section 08 42 33 - Revolving Door Entrances..14 Section 08 44 13 - Glazed Aluminum Curtain Walls..15 Section 08 44 33 - Sloped Glazing Assemblies..16 Section 08 44 25 - Suspended Glass Assembly..17 Section 08 44 30 - Structural Sealant Glazed Assemblies..18 Section 08 45 23 - Translucent Panel Wall and Roof Assemblies..19 Section 08 51 13 - Aluminum Windows: Glazed windows..20 Section 08 51 25 - Metal Windows: Glazed windows..21 Section 08 51 28 - Sheet Steel Windows: Glazed windows..22 Section 08 52 10 - Wood Windows: Glazed windows..23 Section 08 53 10 - Plastic Windows: Glazed windows..24 Section 08 63 00 - Metal Framed Skylights..25 Section 08 83 00 - Mirrors..26 Section 08 87 53 - Security Films..27 Section 08 88 11 - Laminated Glass..28 Section 10 22 22 - Demountable Gypsum Partitions..29 Section 10 28 14 - Toilet and Bath Accessories: Mirrors..30 Section 13 49 00 - Radiation Protection.

1.3 REFERENCES.1 ANSI Z97.1-04e1 - Safety Glazing Materials Used in Buildings - Safety Performance

Specifications and Methods of Test..2 ASTM C542-05 - Specification for Lock-Strip Gaskets..3 ASTM C864-05 - Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers..4 ASTM C920-05 - Elastomeric Joint Sealants..5 ASTM C1036-01 - Flat Glass..6 ASTM C1172-03 - Laminated Architectural Flat Glass..7 ASTM C1048-04 - Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass..8 ASTM C1193-05a - Use of Joint Sealants..9 ASTM C1503-01 - Silvered Flat Glass Mirror..10 ASTM D412-06a -Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and

Thermoplastic Elastomers - Tension..11 ASTM D1149-99 - Test Method for Rubber Deterioration - Surface Ozone Cracking in a

Chamber.

Basic Specification Section 08 80 50 19.12.2011 Glass And Glazing Page 1

.12 ASTM D2240-05 - Test Method for Rubber Property - Durometer Hardness.

.13 ASTM E84-07 - Test Method for Surface Burning Characteristics of Building Materials.

.14 ASTM E283-04 - Test Method For Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen.

.15 ASTM E330-02 - Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

.16 ASTM E773-01 - Test Method for Accelerated Weathering of Sealed Insulating Glass Units.

.17 CAN/CGSB 12.1-M90 - Tempered or Laminated Safety Glass.

.18 CAN/CGSB 12.2-M91 - Flat, Clear Sheet Glass.

.19 CAN/CGSB 12.3-M91 - Flat, Clear Float Glass.

.20 CAN/CGSB 12.4-M91 - Heat Absorbing Glass.

.21 CAN/CGSB 12.6-M91 - Transparent (One-Way) Mirrors.

.22 CAN/CGSB 12.8-97 - Insulating Glass Units.

.23 CAN/CGSB 12.9-M91 - Spandrel Glass.

.24 CAN/CGSB 12.10-M76 - Glass, Light and Heat Reflecting.

.25 CAN/CGSB 12.11-M90 - Wired Safety Glass.

.26 CAN/CGSB 12.12-M90 - Plastic Safety Glazing.

.27 CAN/CGSB 12.13-M91 - Patterned Glass.

.28 CAN/CGSB 12.20-M89 - Structural Design of Glass for Buildings.

.29 CGSB 19-GP-5M - Sealing Compound, One Component, Acrylic Base, Solvent Curing (Incorporating Amendment No. 1)

.30 GANA (Glass Association of North America).1 Glazing Manual (2004)..2 FGMA Sealant Manual..3 Laminated Glazing Reference Manual (2006).

.31 IGMAC (Insulating Glass Manufacturers Association of Canada) - Sealed Insulating Glass: Certification Program.

.32 IGMA (Insulating Glass Manufacturers Alliance).

.33 LSGA (Laminators Safety Glass Association) Laminated Glass Design Guide 2000.

1.4 PERFORMANCE REQUIREMENTS.1 Provide glass and glazing materials for continuity of building enclosure vapour retarder and air

barrier:.1 In conjunction with materials described in Section 07 26 00,..2 To utilize the inner pane of multiple pane sealed units for the continuity of the air barrier

and vapour retarder seal..3 To maintain a continuous air barrier and vapour retarder throughout the glazed

assembly from glass pane to heel bead of glazing sealant..2 Size glass to withstand dead loads and positive and negative live loads acting normal to plane

of glass as calculated in accordance with ________ code..3 Limit glass deflection to 1/200 or flexure limit of glass with full recovery of glazing materials,

whichever is less.

1.5 ADMINISTRATIVE REQUIREMENTS.1 Section 01 31 00: Project management and coordination procedures..2 Preinstallation Meetings: Convene one (1) week before starting work of this section.

1.6 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data on Glass Types: Provide structural, physical and environmental characteristics,

size limitations, special handling or installation requirements..3 Product Data on Glazing Compounds: Provide chemical, functional, and environmental

characteristics, limitations, special application requirements. Identify available colours..4 Samples: Submit two (2) samples __ x __ mm in size, exampling glass..5 Samples: Submit ____ mm long bead of glazing sealant, ________ colour as selected.


1.7 SUBMITTALS FOR INFORMATION.1 Section 01 33 00: Submission procedures..2 Certificates: Certify that Products meet or exceed specified requirements..3 Manufacturer's Certificate: Certify that sealed insulated glass, meets or exceeds specified

requirements.

1.8 MAINTENANCE MATERIAL SUBMITTALS.1 Section 01 78 40: Maintenance and extra material requirements..2 Extra Stock Materials: Provide two (2) of each glass size and each glass type, of insulated

glass units,.

1.9 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with GANA Glazing Manual, for glazing installation methods..3 Installer Qualifications: Company specializing in performing the work of this section with

minimum three (3) years documented experience..4 Installers:

.1 ____________________________________.

.2 ____________________________________.

.3 ____________________________________.

1.10 MOCK-UP.1 Section 01 43 00: Requirements for mock-up..2 Provide mock-up of ________ including glass and air barrier and vapour retarder seal..3 Locate where directed..4 Approved mock-up may not remain as part of the Work.

1.11 ENVIRONMENTAL REQUIREMENTS.1 Do not install glazing when ambient temperature is less than 10 degrees C..2 Maintain minimum ambient temperature before, during and 24 hours after installation of glazing

compounds.

1.12 WARRANTY.1 Section 01 78 10: Warranties..2 Provide a five (5) year warranty to include coverage for sealed glass units from seal failure,

interpane dusting or misting, and replacement of same..3 Provide a five (5) year warranty to include coverage for delamination of laminated glass and

replacement of same.

2 Products

2.1 MANUFACTURERS - FLAT GLASS MATERIALS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Sheet Glass (Type FG-A): CAN/CGSB-12.2, Clear, ____ mm minimum thick..5 Float Glass (Type FG-B): CAN/CGSB-12.3, Clear, ____ mm minimum thick..6 Safety Glass (Type FG-C): CAN/CGSB-12.1, clear, laminated; ____ mm minimum thick..7 Tinted Glass (Type FG-D): CAN/CGSB-12.4, float type, annealed; ____ mm minimum thick.


.1 Light Transmittance: ____.

.2 Shading Co-efficient: ____.

.3 Colour: Grey..8 Heat Absorbing Glass (Type FG-E): CAN/CGSB-12.4, thick, annealed; ____ mm minimum

thick..1 Light Transmittance: ____..2 Shading Co-efficient: ____..3 Colour: Grey.

.9 Reflective Glass (Type FG-F): CAN/CGSB-12.10, float type, heat strengthened; metallic film on inner surface; ____ mm minimum thick..1 Light Transmittance: ____..2 Shading Co-efficient: ____..3 Thermal transmittance: _____..4 Colour: Silver.

.10 Silvered Mirror Glass (Type FG-G): ASTM C1503, float type, tempered for normal use; ____ mm wide x ____ mm high nominal, size as scheduled.

.11 Transparent (One-Way) Mirror Glass (Type FG-H): CAN/CGSB 12.6, float type, regular, metallic coating applied to clear glass; ____ mm wide x ____ mm high nominal, size as scheduled.

.12 Low Emissivity (Low E) Glass (Type FG-I): Float type, heat strengthened, clear, soft, sputtered coating on inner surface, ____ mm minimum thick..1 Visible Light Transmittance: ____ percent..2 Solar Light Transmittance: ____ percent..3 Shading coefficient: _____..4 U-Value: winter ___ maximum; summer ___ maximum.

.13 Wired Glass (Type FG-J): CAN/CGSB 12.11, polished both sides (transparent), woven stainless steel wire mesh style diamond of 12 mm grid size; 6 mm minimum thick.

.14 Spandrel Glass (Type FG-K): CAN/CGSB 12.9, float type, heat strengthened, clear tinted with ceramic coating of ________ colour; ____ mm minimum thick.

.15 Pattern Glass (Type FG-L): CAN/CGSB-12.13, Type annealed, surface treatment etching, finish patterned one side; ____ mm minimum thick.

.16 Leaded Glass (Type FG-M): Transparent, ____ mm minimum thick; leaded for radiation protection..1 Maximum lead equivalency: ____ mm. .2 Weight: ____ kg/sq m..3 X-Ray peak voltage: ___ kV.

2.2 MANUFACTURERS - SEALED INSULATING GLASS MATERIALS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Insulated Glass Units (Type SG-A): CAN/CGSB-12.8, double pane, outer pane of ________

glass, inner pane of ________ glass, and middle pane of glass; interpane space filled with purged air; with silicone sealant edge seal glass elastomer; total unit thickness of ____ mm minimum.

.5 Insulated Glass Units - Low E (Type SG-B): CAN/CGSB-12.8, double pane; soft sputtered coating on #2 surface within unit; visible light transmittance of ____ percent, solar light transmittance of ____, shading coefficient of ____ percent, interpane space filled with purged air; with silicone sealant edge seal glass elastomer; total unit thickness of ____ mm minimum.

.6 Acoustic Insulated Glass Units (Type SG-C): Double pane with special acoustic edge seal; outer pane of ________ glass, inner pane of ________ glass, STC rating of ____; total unit thickness of ____ mm minimum.

.7 Edge Seal Construction: With silicone sealant edge seal; aluminum corners.

.8 Edge Seal Material: ________ colour.


2.3 MANUFACTURERS - BENT GLASS MATERIALS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Bent Glass (Type BG-A): Clear, ____ mm thick minimum, bent to ________ configuration with

____ mm radius..5 OR.6 Bent Glass (Type BG-A): Clear, laminated with ________ glass with plastic interlayer, as

specified in Section 08 88 11; ____ mm thick minimum, bent to ________ configuration with ____ mm radius.

2.4 MANUFACTURERS - PLASTIC SHEET MATERIALS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Polycarbonate Security Sheet (Type PS-A): ANSI Z97.1, Plastic compound, clear; ultraviolet

stabilized; silicone abrasion resistant coating for scratch resistance, single layer; ____ mm minimum thick.

.5 Acrylic Sheet (Type PS-B): CAN/CGSB 12.12, Plastic compound, clear, ultraviolet stabilized; ____ mm thick.

.6 Fibre Reinforced Polyester Sheet (Type PS-C): Moulded thermosetting polyester, glass fibre reinforced; opaque, light transmittance of ____ percent, surface burning characteristics of ____/____ flame/smoke rating when tested in accordance with ASTM E84; ____ mm thick.

2.5 MANUFACTURERS - PLASTIC FILMS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Plastic Film: Mylar type, ____ mm thick, visible light transmittance of ____ percent, solar light

transmittance of ____, shading coefficient of ____ percent.

2.6 MANUFACTURERS - GLAZING COMPOUNDS.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Modified Oil (Type GC-A): non-hardening, knife grade consistency; Grey colour..5 Butyl Sealant (Type GC-B): CGSB 19-GP-5M single Component; Shore A hardness of 10 to

20 black colour; non-skinning..6 Acrylic Sealant (Type GC-C): CAN/CGSB 19.17 single component, solvent curing, non-

bleeding; cured Shore A hardness of 15 to 25; ________ colour as selected..7 Polysulfide Sealant (Type GC-D): CAN/CGSB 19.24 two component; chemical curing, non-

sagging type; cured Shore A hardness of 15 to 25; ________ colour as selected..8 Polyurethane Sealant (Type GC-E): CAN/CGSB 19.13 single component, chemical curing,

non-staining, non-bleeding, Shore A Hardness Range 20 to 35; ________ colour as selected..9 Silicone Sealant (Type GC-F): CAN/CGSB 19.13 single component; chemical curing; capable


of water immersion without loss of properties; non-bleeding, cured Shore A hardness of 15 to 25; ________ colour as selected.

2.7 MANUFACTURERS - GLAZING ACCESSORIES.1 _________________________________Designation..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 _____________________________Designation.

.2 _____________________________Designation.

.3 _____________________________Designation..3 Substitutions: Refer to Section 01 62 00..4 Lock Strip Gaskets: ASTM C542, ozone-resistant neoprene compound, with lock-strip (zipper)

component that friction-fits into position to retain glass pane/unit, H-shape, tensile strength of 14 MPa (2000 psi) tested to ASTM D412, Durometer hardness of 75 tested to ASTM D2240, sized to accommodate glass thickness.

.5 Setting Blocks: ASTM C864, Option I, Shore A durometer hardness tested to ASTM D2240, length of 25 mm for each square metre of glazing or minimum 100 mm x width of glazing rabbet space minus 1.5 mm x height to suit glazing method and pane weight and area.

.6 Spacer Shims: ASTM C864,, 50 to 60 Shore A durometer hardness tested to ASTM D2240, minimum 75 mm long x one half the height of the glazing stop x thickness to suit application , self adhesive on one face.

.7 Glazing Tape: Preformed butyl compound with integral resilient tube spacing device; 10 to 15 Shore A durometer hardness tested to ASTM D2240; coiled on release paper; ____x____ mm size; black colour.

.8 OR

.9 Glazing Tape: Closed cell polyvinyl chloride foam, coiled on release paper over adhesive on two sides, maximum water absorption by volume of 2 percent, designed for compression of 25 percent to effect an air barrier and vapour retarder seal; ____x____ mm size.

.10 Glazing Splines: ASTM C864 Option I, Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot; ________ colour.

.11 Glazing Clips: Manufacturer's standard type.

.12 Smoke Removal Unit Targets: Adhesive targets affixed to glass to identify glass units destined for removal for smoke control.

2.8 SOURCE QUALITY CONTROL AND TESTS.1 Section 01 43 00: Provide testing of glass..2 Provide shop inspection for ________ glass..3 Test samples in accordance with ANSI Z97.1,.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that openings for glazing are correctly sized and within tolerance..3 Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may

impede moisture movement, weeps are clear, and ready to receive glazing.

3.2 PREPARATION.1 Clean contact surfaces with solvent and wipe dry..2 Seal porous glazing channels or recesses with substrate compatible primer or sealer..3 Prime surfaces scheduled to receive sealant..4 Install sealant in accordance with manufacturer's written instructions.


3.3 INSTALLATION - EXTERIOR DRY METHOD (TAPE AND GASKET SPLINE GLAZING).1 Cut glazing tape to length; install on glazing pane. Seal corners by butting tape and sealing

junctions with butyl sealant..2 Place setting blocks at 1/4 points with edge block no more than 150 mmfrom corners..3 Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full

contact..4 Install removable stops without displacing glazing spline. Exert pressure for full continuous

contact..5 Trim protruding tape edge.

3.4 INSTALLATION - EXTERIOR WET/DRY METHOD (PREFORMED TAPE AND SEALANT).1 Cut glazing tape to length and set against permanent stops, 5 mm below sight line. Seal

corners by butting tape and dabbing with butyl sealant..2 Apply heel bead of butyl sealant along intersection of permanent stop with frame ensuring full

perimeter seal between glass and frame to complete the continuity of the air and vapour seal..3 Place setting blocks at 1/4 points with edge block no more than 150 mmfrom corners..4 Rest glazing on setting blocks and push against tape and heel bead of sealant with sufficient

pressure to attain full contact at perimeter of pane or glass unit..5 Install removable stops, with spacer strips inserted between glazing and applied stops, 6 mm

below sight line. Place glazing tape on glazing pane or unit with tape flush with 6 mm below] sight line.

.6 Fill gap between glazing and stop with ________ type sealant to depth equal to bite of frame on glazing, but not more than 9 mm below sight line.

.7 Apply cap bead of ________ type sealant along void between the stop and the glazing, to uniform line, flush with sight line. Tool or wipe sealant surface smooth.

3.5 INSTALLATION - EXTERIOR WET METHOD (SEALANT AND SEALANT).1 Place setting blocks at 1/4 points and install glazing pane or unit..2 Install removable stops with glazing centred in space by inserting spacer shims both sides at

600 mm intervals, 6 mm below sight line..3 Fill gaps between glazing and stops with ________ type sealant to depth of bite on glazing, but

not more than 9 mm below sight line to ensure full contact with glazing and continue the air and vapour seal.

.4 Apply sealant to uniform line, flush with sight line. Tool or wipe sealant surface smooth.

3.6 INSTALLATION - EXTERIOR BUTT GLAZED METHOD (SEALANT ONLY).1 Temporarily brace glass in position for duration of glazing process. Mask edges of glass at

adjoining glass edges and between glass edges and framing members..2 Temporarily secure a small diameter non-adhering foamed rod on back side of joint..3 Apply sealant to open side of joint in continuous operation; thoroughly fill the joint without

displacing the foam rod. Tool the sealant surface smooth to concave profile..4 Permit sealant to cure then remove foam backer rod. Apply sealant to opposite side, tool

smooth to concave profile..5 Remove masking tape.

3.7 INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE).1 Cut glazing tape to length and set against permanent stops, projecting 1.6 mm above sight line..2 Place setting blocks at 1/4 points with edge block no more than 150 mmfrom corners..3 Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or

unit..4 Place glazing tape on free perimeter of glazing in same manner described above..5 Install removable stop without displacement of tape. Exert pressure on tape for full continuous

contact..6 Knife trim protruding tape.


3.8 INSTALLATION - INTERIOR WET/DRY METHOD (TAPE AND SEALANT).1 Cut glazing tape to length and install against permanent stops, projecting 1.6 mm above sight

line..2 Place setting blocks at 1/4 points with edge block no more than 150 mmfrom corners..3 Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of pane

or unit..4 Install removable stops, spacer shims inserted between glazing and applied stops at 600

mmintervals, 6 mm below sight line..5 Fill gaps between pane and applied stop with ________ type sealant to depth equal to bite on

glazing, to uniform and level line..6 Trim protruding tape edge.

3.9 INSTALLATION - INTERIOR WET METHOD (COMPOUND AND COMPOUND).1 Install glazing resting on setting blocks. Install applied stop and centre pane by use of spacer

shims at 600 mm centres, kept 6 mm below sight line..2 Locate and secure glazing pane using spring wire clips..3 Fill gaps between glazing and stops with glazing compound until flush with sight line. Tool

surface to straight line.

3.10 INSTALLATION - PLASTIC FILM.1 Install plastic film with adhesive, applied in accordance with film manufacturer's written

instructions..2 Place without air bubbles, creases or visible distortion..3 Fit tight to glass perimeter with razor cut edge.

3.11 FIELD QUALITY CONTROL.1 Section 01 45 00: Field inspection,..2 Inspection will monitor quality of glazing.

3.12 MANUFACTURER'S FIELD SERVICES.1 Section 01 78 10: Prepare and start components..2 Glass product manufacturers to provide field surveillance of the installation of their Products..3 Monitor and report installation procedures, unacceptable conditions and ________.

3.13 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Remove glazing materials from finish surfaces..3 Remove labels after Work is complete..4 Clean glass and adjacent surfaces.

3.14 PROTECTION OF FINISHED WORK.1 Section 01 78 40: Protecting installed work..2 After installation, mark pane with an 'X' by using removable plastic tape or paste. Do not mark

heat absorbing or reflective glass units.

3.15 SCHEDULE.1 Exterior Entrances: Types FG-D grey tint 8 mm thick, exterior wet/dry method with Type GC-E

compound..2 Interior Metal Doors: Type FG-A clear float 6 mm thick, interior wet method with Type GC-A


compound..3 Interior Display Cabinets: Type PG-B clear acrylic, interior dry method.

End of Section


1 General

1.1 SECTION INCLUDES.1 Gypsum board and joint treatment..2 Acoustic insulation..3 Cementitious backer board..4 Light gauge metal stud wall framing..5 Metal channel ceiling framing.

1.2 RELATED SECTIONS.1 Section 05 41 00 - Structural Metal Lightweight Framing: Load bearing studs for exterior

applications..2 Section 06 11 00 - Wood Framing: Building wood framing system..3 Section 06 10 13 - Wood Blocking and Curbing..4 Section 07 21 16 - Blanket Insulation: Acoustic insulation..5 Section 07 84 00 - Firestopping..6 Section 08 31 13 - Access Doors and Frames: Metal access panels and frames..7 Section 09 21 20 - Exterior Gypsum Sheathing..8 Section 09 21 30 - Gypsum Board - Vinyl Faced..9 Section 09 21 40 - Gypsum Board - Shaft Wall Separations.

1.3 REFERENCES.1 ANSI A118.9-1999(R2005) - Cementitious Backer Units..2 ASTM C475/C475M-02 (R2007) - Joint Compound and Joint Tape for Finishing Gypsum

Board..3 ASTM C514-04 - Nails for the Application of Gypsum Board..4 ASTM C557-03e1 - Adhesives for Fastening Gypsum Wallboard to Wood Framing..5 ASTM C645-08a - Non-Structural Steel Framing Members..6 ASTM C665-06 - Mineral-Fibre Blanket Thermal Insulation for Light Frame Construction and

Manufactured Housing..7 ASTM C754-08 - Installation of Steel Framing Members to Receive Screw-Attached Gypsum

Board..8 ASTM C840-08 - Application and Finishing of Gypsum Board..9 ASTM C1002-07 - Steel Self-Piercing, Tapping Screws for the Application of Gypsum Panel

Products or Metal Plaster Bases to Wood Studs or Steel Studs..10 ASTM C1047-05 - Accessories for Gypsum Wallboard and Gypsum Veneer Base..11 ASTM C1278/C1278M-07a - Fiber-Reinforced Gypsum Panel..12 ASTM C1288-99(2004)e1 - Discrete Non-Asbestos Fiber-Cement Interior Substrate Sheets..13 ASTM C1325-08 - Non-Asbestos Fiber-Mat Reinforced Cementitious Backer Units..14 ASTM C1396/C1396M-06a - Gypsum Board..15 ASTM E90-04 - Test Method for Laboratory Measurement of Airborne-Sound Transmission

Loss of Building Partitions and Elements..16 CAN/CGSB-71.25-M88 - Adhesive, for Bonding Drywall to Wood Framing and Metal Studs..17 CAN/ULC-S101-07 - Methods of Fire Endurance Tests of Building Construction and Materials..18 CAN/ULC-S102-07 - Method of Test for Surface Burning Characteristics of Building Materials

and Assemblies..19 CAN/ULC-S702-97 - Thermal Insulation Mineral Fibre for Buildings..20 CAN/CGSB-51.34-M86 AMEND - Vapour Barrier, Polyethylene Sheet for Use in Builoding

Construction..20 GA-214-07 (Gypsum Association) - Recommended Levels of Gypsum Board Finish..21 GA-216-07 (Gypsum Association) - Application and Finishing of Gypsum Panel Products..22 GA-600-06 (Gypsum Association) - Fire Resistance Design Manual..23 GA-801-07 (Gypsum Association) - Handling and Storage of Gypsum Panel Products: A Guide

for Distributors, Retailers, and Contractors..25 ULC - Fire Resistance Directory.

Basic Specification Section 09 21 16 19.12.2011 Gypsum Board Assemblies Page 1

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data:

.1 Provide data on metal framing.

.2 Provide decorative / textured finish samples, 300 x 300mm.

.3 Provide MSDS on all products within the shaft wall assembly..3 Shop Drawings: Indicate special details associated with fireproofing, and acoustic seals to

partitions requireing a Sound Transmission Classification (STC) rating.

1.5 QUALITY ASSURANCE.1 Products of This Section: Manufactured to ISO 9000 certification requirements..2 Perform Work in accordance with GA-214, GA-216 and GA 600..3 Installer Qualifications: Company specializing in performing the work of this section with

minimum three (3) years documented experience..4 Handling Gypsum Board: Comply with GA-801.

2 Products

2.1 GYPSUM BOARD MATERIALS.1 Gypsum Board: ASTM C1396/C1396M, paper-faced, Type X, 15.9 mm5/8 inch thick; 1220

mm48 inches wide, maximum available length in place; tapered edges, ends square cut..2 Water Resistant Gypsum Board: ASTM C1396/C1396M, paper-faced, Type X, 15.9 mm5/8

inch thick; maximum available length in place; tapered edges, ends square cut..3 Gypsum Tile Backer Board: ASTM C1278/C1278M, paperless, water-resistant

gypsum/cellulose-fibre reinforced composition, 12.7 mm1/2 inch thick, 915 mm 36 inches wide; maximum available length in place; square edges, ends square cut.

.4 Cementitious Backer Board: ASTM C1325, high density, fibre reinforced cementitious board, 15.9 mm5/8 inch thick; maximum available size in place; smoothed edges, ends square cut.

.5 Gypsum Coreboard: ASTM C1396/C1396M, 25 mm1 inch thick, maximum available size in place; square edges, ends square cut.

.6 Fibre Reinforced Gypsum Board: ASTM C1278M, Type X, 15.9mm 5/8 inch thick, 1220mm 48 inches wide, maximium available length in place, tapered edges, ends square cut.

2.2 FRAMING MATERIALS.1 Studs and Tracks: to ASTM C645, metal thickness as specified in Schedule for appropriate

height and as specified elsewhere, galvanized to ASTM A653/A653M, Z180 zinc coating. Use minimum 0.88 mm studding for fibre-reinforced gypsum board.

.2 Furring: 0.48 mm thick galvanized sheet steel to ASTM A653M-00, Z180 zinc coating, sizes as indicated on drawings.

.3 Resilient Furring: 0.48 mm thick galvanized sheet steel to ASTM A653M-00, Z180 zinc coating, pre-punched, 35 mm face width, 16 mm high.

.4 Shaft Wall Framing: meet or exceed requirements of applicable ULC or WHC design.

.5 Fasteners: GA-216.

.6 Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place.

.7 Adhesive: CAN/CGSB-71.25

2.3 SUSPENDED CEILING AND SOFFIT SYSTEM COMPONENTS.1 Carrying Channels: Cold rolled steel to ASTM C645, galvanized..2 Tie Wire: to ASTM C754..3 Hangers: to ASTM C754, galvanized..4 Hanger Anchoring Devices:

.1 Size devices to develop full strength of hangers, but not less than three times the calculated hanger loading, except size direct pull-out concrete inserts for five times calculated hanger loading.


.2 Powder-actuated fasteners to underside of concrete structure not permitted.

.3 Metal decking tabs and clips not permitted.

.4 Devices shall be [hot-dip galvanized] [stainless] steel screws, bolts, cast-in-place concrete inserts or other devices appropriate for anchorage to the structure indicated.

.5 Suitability of devices shall have been proven through standard construction practices or certified test data.

2.4 ACOUSTIC TREATMENT MATERIALS.1 Acoustic Sealant: non-hardening, non-skinning, permanently flexible..2 Acoustic Insulation: to ASTM C665, Type I, non-combustible, mineral fibre and or

Type II, class C, fibrous glass, unfaced batts, friction fit, thickness and type as scheduled.

2.5 VAPOUR RETARDER MATERIALS.1 Polyethylene Film: to CAN/CGSB-51.34, 0.15 mm (6 mils) thick..2 Staples: to CAN/CSA B111, galvanized wire, minimum 6 mm leg..3 Sealing Tape: minimum 60 mm width, polypropylene sheathing tape with acrylic adhesive, or

duct tape of same width..4 Polyurethane Sealant: use one of the following:

.1 One component, to CAN/CGSB-19.13, class 2, low temperature.

.2 Multi-component, to CAN/CGSB-19.24, type 2.

2.6 ACCESSORIES.1 Accessories shall meet or exceed requirements of ASTM C1047 unless otherwise required for

conformance to fire-rated assemblies..2 Screws: to ASTM C1002, and modified as required for fastening to 1.22 mm and thicker steel

studs..3 Nails: to CAN/CSA B111, annular ring type, galvanized..4 Adhesive for bonding gypsum board or panels to wood framing: to ASTM C557, waterproof,

organic type, gun applied..5 Adhesive for laminating gypsum board or panel to gypsum board or panel: as recommended

by gypsum board or panel manufacturer, as applicable..6 Corner Beads: galvanized sheet steel to ASTM A653M, Z180 zinc coating, beaded angle,

knurled and perforated, [32 mm wide flanges, for joint compound filling] [metal and paper flange combination, beaded angle, for installation with joint compound].

.7 Casing Beads: galvanized sheet steel to ASTM A653M, Z180 zinc coating, beaded edge, knurled and perforated flange 32 mm wide, for joint compound filling.

.8 Control Joints: pre-formed galvanized metal or plastic "V" type, perforated flanges.

.9 Joint treatment material, joint tape and topping compound: to ASTM C475. If any special expansion joints are required these will be speicifed in Division 10.

.10 Where cementitious wallboard is only specified as a backing for ceramic tile provide coated glass fibre joint tape, 50 mm wide.

.11 Textured Finish Materials: Latex based texturing material,; ________ manufactured by ____________.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that site conditions are ready to receive work and opening dimensions are as indicated

on shop drawings.


3.2 GYPSUM BOARD INSTALLATION.1 Install gypsum board in accordance with GA-216 and GA-600..2 Materials and installation of fire-rated assemblies shall conform to assemblies that have

achieved the specified rating when tested to CAN/ULC-S101..3 Do not apply gypsum board and panels until framing, blocking, mechanical and electrical work

have been completed..4 Erect gypsum board and panels vertically for walls unless horizontal application results in fewer

end joints. Locate end joints over framing members..5 Cut holes for penetrating items to minimize gaps between items and board and panels..6 Keep end joints away from prominent locations and central portions of ceilings..7 Locate vertical joints at least 300 mm from jamb lines of doors, windows and other openings..8 Erect ceiling gypsum board and panels with long dimensions perpendicular to framing

members..9 For concealed fastener installation (eg vinyl faced gypsum board) Apply continuous bead of

adhesive to support surfaces, apply board, stagger joints on opposite side of partition, support until adhesive has set.

.10 Where applicable, adhere boards and panels directly to interior masonry or concrete walls( above grade only where not suject to high humidity levels) as follows:.1 Ensure substrate is dry and free from efflorescence..2 Mix and apply adhesive to manufacturer's directions..3 Temporarily secure aligned board [and panels] in place. Avoid impact or movement of boards until adhesive sets firmly.

.11 Install cementitious wallboard in accordance with ASTM C840, similar to water resistant gypsum board, and to manufacturer's recommendations.

3.3 METAL STUD INSTALLATION.1 Meet or exceed the requirements of ASTM C754..2 Provide double studs at partition openings, door and interior window jambs. First stud adjacent

to openings shall be minimum 0.88 mm material thickness..3 Provide concealed bracing as required to construct rigid installation. Provide bracing to

building structure for partitions extended above ceilings..4 Provide extra length top track flanges to maintain clearance between structure and top of

studs, to avoid transmission of structural loads to studs..5 Screw attach studs to top and bottom tracks of partitions less than ceiling height..6 Install 92 mm steel stud track with 0.88 mm material thickness steel channel brake shape

backing as detailed for support of fixtures, heavy trim, washroom accessories, wall cabinets and similar construction. Position stud track web to face gypsum board or panel, bend web at ends and screw to stud webs with two screws per connection.

.7 Frame openings for firestopping and around structural components, cabinets, access panels, and other built-in equipment, on four sides. Extend framing into recesses. Check clearances with respective equipment suppliers.

3.4 FURRING INSTALLATION.1 Furr to form bulkheads between ceilings at different levels. Furr for beams, columns, pipes,

and around exposed services, except as otherwise indicated..2 Frame perimeter of openings to support access panels, light fixtures, diffusers, grilles and

similar components..3 Install 150 mm continuous strip of 13 mm gypsum board or panel along base of partitions

where resilient furring is installed.

3.5 INSTALLATION OF METAL FRAMED SUSPENDED CEILINGS AND SOFFITS.1 Verify suitability of substrate for hanger anchoring devices..2 Install suspension system to meet or exceed requirements of ASTM C754. Coordinate location

of hangers with other work..3 Support light fixtures by providing additional ceiling suspension hangers within 150 mm of each

corner and at 600 mm maximum around perimeter of fixture..4 Do not suspend ceiling from metal decking.


.5 Provide carrying channels at interruptions of continuity and at changes in direction of suspension system.

.6 Exterior Soffits:.1 Brace suspension over whole area to prevent movement due to wind pressure..2 Install galvanized drips continuously along edges.

.7 Maximum deviation of framing from horizontal shall be 3 mm in 3.5 m, non-cumulative.

3.6 CEILING FRAMING INSTALLATION.1 Install in accordance with ASTM C754..2 Coordinate location of hangers with other work..3 Install ceiling framing independent of walls, columns, and above ceiling work..4 Reinforce openings in ceiling suspension system which interrupt main carrying channels or

furring channels, with lateral channel bracing. Extend bracing minimum 600 mm24 inches past each end of openings.

.5 Laterally brace entire suspension system.

3.7 ACOUSTIC ACCESSORIES INSTALLATION.1 Install acoustic insulation between studs in acoustically rated partitions..2 Ensure acoustic insulation fills spaces between studs, full height of walls, and is continuous

over door frames and around openings and corners..3 Ensure insulation is packed around cut openings in board and panels, behind outlet boxes,

around plumbing, heating or structural items passing through the system and at abutting walls..4 Unless indicated otherwise on drawings, apply 15 mm diameter bead of acoustic sealant

continuously around periphery of each face of partitioning to acoustically seal gypsum board and panel junction with abutting fixed building components. Seal full perimeter of cutouts around electrical boxes, ducts, piping, etc.

.5 Apply sealant in accordance with manufacturer's directions.

.6 Apply two, 10 mm diameter beads of acoustic sealant or 50mm wide x 10mm thick compressible closed cell foam tape between stud framing and fixed building components, around periphery of acoustically rated partitions.

3.8 INSTALLATION OF VAPOUR RETARDER MATERIALS (FOR WOOD FRAMED CONSTRUCTION NOT USING PERSIST APPROACH).1 Install sheet polyethylene where indicated on schedules, as required to form a continuous

vapour retarder on warm side of building envelope..2 Use sheets of largest practical size to minimize joints. Join sheets over solid, continuous

backing, lapping sheets minimum 150 mm..3 Mechanically fasten or adhere polyethylene sheet to substrates..4 Repair punctures and tears with sealing tape. Where punctures and tears are extensive

replace entire damaged section, overlapping perimeter framing on all sides..5 Seal sheet polyethylene to air/vapour hats installed over electrical boxes and other semi-

recessed devices, using sealing tape or 15 mm diameter bead of polyurethane sealant. .6 Seal penetrations through air/vapour hats using polyurethane sealant. Ensure sealant

extrudes to both sides of penetrations.

3.9 INSTALLATION OF ACCESSORIES

.1 Provide control joints as indicated on the drawings.

.2 Install expansion joints at all building expansion joints.

.3 Erect beads and joints straight and rigid. Use full length pieces only. Mitre and fit corners accurately.

.4 Install corner beads at external angles. Secure to substrate.

.5 Install casing beads where gypsum board and panel materials terminate against surface having no trim concealing the junction and where indicated on drawings.


3.10 JOINT TREATMENT.1 Meet or exceed requirements of ASTM C840. .2 Provide the finish level, specified in ASTM C840, for the following surfaces:

.1 Level 1: plenum areas above ceilings and other concealed areas.

.2 Level 2: surfaces that are to receive ceramic tile.

.3 Level 3: surfaces that are to receive heavy spray or trowel applied finishes.

.4 Level 4: surfaces to receive wallcoverings, flat paints or light textures..3 Finish face panel joints and internal angles with joint system consisting of joint compound, joint

tape and topping compound. .4 Apply joint system according to manufacturer's directions. Feather out onto board and panel

faces..5 Finish corner beads, control joints and trim as required with two coats of joint compound and

one coat of topping compound feathered out 300 mm onto board and panel faces..6 Fill each screw and nail head depression individually with joint and topping compounds to bring

flush with adjacent surfaces of gypsum board and panels so as to be invisible after painting is completed.

.7 Sand lightly to remove burred edges and other imperfections. Avoid sanding adjacent surfaces of boards and panels.

.8 Use minimum #120 grit sandpaper for first and second sandings. Use minimum #150 grit sandpaper for final sanding.

.9 Completed installation shall be smooth, level or plumb, free from waves and other defects, ready for painting.

3.11 TEXTURE FINISH.1 Spray apply finish texture coating in accordance with manufacturer's written instructions.

3.12 TOLERANCES.1 Section 01 73 00: Tolerances..2 Maximum Variation of Finished Gypsum Board Surface from True Flatness: 3 mm in 3 m1/8

inch in 10 feet in any direction.

End of Section


1 General

1.1 SECTION INCLUDES.1 Suspended metal grid ceiling system and perimeter trim..2 Acoustic tile.

1.2 REFERENCES.1 ASTM C635/C635M-07 - Manufacture, Performance, and Testing of Metal Suspension

Systems for Acoustical Tile and Lay-in Panel Ceilings..2 ASTM C636/C636M-08 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile

and Lay-in Panels..3 ASTM C665-06 - Mineral-Fibre Blanket Thermal Insulation for Light Frame Construction and

Manufactured Housing..4 ASTM E580/E580M-08 - Application of Ceiling Suspension Systems for Acoustical Tile and

Lay-in Panels in Areas Requiring Moderate Seismic Restraint..5 ASTM E1264-08 - Classification of Acoustical Ceiling Products..6 CAN/CGSB-92.1-M89 - Sound Absorptive Prefabricated Acoustical Units..7 CAN/ULC-S702-97 - Thermal Insulation Mineral Fibre for Buildings..8 CISCA (Ceilings and Interior Systems Contractors Association) - Ceiling Systems Handbook..9 UL - Fire Resistance Directory..10 ULC - Fire Resistance Directory.

1.3 SYSTEM DESCRIPTION.1 Suspension System: Rigidly secure acoustic ceiling system including integral mechanical and

electrical components with maximum deflection of 1:360.

1.4 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Maintain uniform temperature of minimum 16 degrees C, and maximum humidity of 40 percent

prior to, during, and after acoustic unit installation.

2 Products

2.1 MANUFACTURERS - SUSPENSION SYSTEM.1 Armstrong Prelude ML 15/16" Exposed Tee. Product..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 CGC Inc.

.2 USG Corporation.3 Substitutions: Refer to Section 01 62 00.

2.2 MATERIALS.1 Non-fire Rated Grid: ASTM C635/C635M, intermediate duty; exposed T; components die cut

and interlocking..2 Grid Materials: Commercial quality cold rolled steel with galvanized coating...3 Exposed Grid Surface Width: 15-16".4 Grid Finish: White.5 Accessories: Stabilizer bars, required for suspended grid system..6 Support Channels and Hangers: Galvanized steel; size and type to suit application , seismic

requirements, and ceiling system flatness requirement specified.

Basic Specification Section 09 51 13 19.12.2011 Acoustic Panel Ceilings Page 1

2.3 MANUFACTURERS - ACOUSTIC UNIT MATERIALS.1 Armstrong Dune; mineral fiber angled tegular lay-in tile, Product..2 Other acceptable manufacturers offering functionally and aesthetically equivalent products.

.1 CGC Inc.

.2 USG Corporation.3 Substitutions: Refer to Section 01 62 00.

2.4 MATERIALS.1 Acoustic Tile: CAN/CGSB-92.1, conforming to the following:

.1 Size: 24 x 24 inch.

.2 Thickness: 5-8 inch.

.3 Composition: Mineral.

.4 Light Reflectance: 0.83 percent.

.5 NRC Range: 0.5 to 0.7.

.6 CAC Range: 35.

.7 Fire Hazard Classification: Class A.

.8 Joint: Kerfed.

.9 Edge: Angled Tegular.

.10 Surface Colour: White.

.11 Surface Finish: Perforated.

.12 Sag Resistant: Humiguard Plus

.13 Anti-micrpbial: Bioblock+

2.5 ACCESSORIES.1 Gasket for Perimeter Moldings: Closed cell rubber sponge tape..2 Touch-up Paint: Type and colour to match acoustic and grid units.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that layout of hangers will not interfere with other work.

3.2 INSTALLATION - LAY-IN GRID SUSPENSION SYSTEM.1 Install suspension system to manufacturer instructions, and as supplemented in this section..2 Install system in accordance with ASTM E580/E580M..3 Install system capable of supporting imposed loads to a deflection of 1/360 maximum..4 Lay out system to a balanced grid design with edge units no less than 50 percent of acoustic

unit size..5 Install after major above ceiling work is complete. Coordinate the location of hangers with

other work..6 Provide hanger clips during steel deck erection. Provide additional hangers and inserts as

required..7 Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where

carrying members are spliced, avoid visible displacement of face plane of adjacent members..8 Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest

affected hangers and related carrying channels to span the extra distance..9 Do not support components on main runners or cross runners if weight causes total dead load

to exceed deflection capability. Support fixture loads by supplementary hangers located within 150 mm of each corner; or support components independently.

.10 Do not eccentrically load system, or produce rotation of runners.

.11 Perimeter Molding:.1 Install edge molding at intersection of ceiling and vertical surfaces into bed of acoustic

sealant..2 Use longest practical lengths.


.3 Mitre corners.

.4 Provide at junctions with other interruptions.

3.3 INSTALLATION - ACOUSTIC UNITS.1 Install acoustic units to manufacturer's instructions..2 Fit acoustic units in place, free from damaged edges or other defects detrimental to

appearance and function..3 Install units after above ceiling work is complete..4 Install acoustic units level, in uniform plane, and free from twist, warp, and dents..5 Cutting Acoustic Units:

.1 Cut to fit irregular grid and perimeter edge trim.

.2 Cut square reveal edges to field cut units.

.3 Double cut and field paint exposed edges of tegular units..6 Install hold-down clips to retain panels tight to grid system within 6 m of an exterior door.

3.4 ERECTION TOLERANCES.1 Section 01 73 00: Tolerances..2 Maximum Variation from Flat and Level Surface: 3 mm in 3 m..3 Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.

End of Section


1 General

1.1 SECTION INCLUDES.1 Surface preparation and field application of paints and coatings.

1.2 REFERENCES.1 Canadian General Standards Board (CGSB):

.1 CGSB 1-GP-71 Set of 3 Standards 2003, Methods of Testing Paints and Pigments - Set includes 1-GP-71 No. 5-96, 1-GP-71 No. 38-96 and 1-GP-71 No. 73-96

.2 Green Seal (GS):.1 Green Seal Standards GS-11, Paints, First Edition, May 20, 1993..2 Green Seal Standard GC-03, Anti-Corrosive Paints, Second Edition, January 7, 1997.

.3 Master Painters Institute (MPI):.1 The painting and finishing specifications for new, not previously painted or finished,

substrates are based on and make reference to the "Architectural Painting Specification Manual", November 2007 issue, including the latest edition of the "Approved Products Lists", published by the Master Painters Institute (MPI).

.2 The painting and finishing specifications for previously painted or finished substrates are based on and make reference to the "Maintenance Repainting Manual", August 2004 edition, including the latest edition of the "Approved Products Lists", published by the Master Painters Institute (MPI).

1.3 MAINTENANCE MATERIAL SUBMITTALS.1 Section 01 78 40: Maintenance and extra material requirements..2 Extra Stock Materials:

.1 Provide four (4) L of each colour, to Owner.

.2 Provide maintenance materials in new containers, full, tightly sealed and clearly labelled. Remnants of used materials are not acceptable.

1.4 QUALITY ASSURANCE.1 Installation:

.1 The following requirements establish the standard of acceptance for the Work, when viewed using the final lighting source..1 Vertical surfaces: No defects visible from a distance of 1 metre at 90 degrees

to surface..2 Horizontal surfaces: No defects visible from a distance of 1 metre at 45

degrees to surface..3 Ceilings: No defects visible from floor at 45 degrees to surface..4 Final coat shall exhibit uniformity of sheen across full surface area.

.2 Defects include brush marks, streaks, runs, laps, drips, heavy stippling, pile up of paints, roller tracking, inadequate hiding of substrate, skipped or missed areas, and foreign materials in paint.

1.5 REGULATORY REQUIREMENTS.1 Conform to applicable code for flame and smoke rating requirements for finishes.

1.6 DELIVERY, STORAGE, AND PROTECTION.1 Section 01 61 00: Transport, handle, store, and protect products..2 Deliver products to site in sealed and labeled containers; inspect to verify acceptability..3 Container label to include manufacturer's name, type of paint, brand name, lot number, brand

code, coverage, surface preparation, drying time, cleanup requirements, colour designation,

Basic Specification Section 09 91 10 19.12.2011 Painting Page 1

and written instructions for mixing and reducing..4 Store paint materials at minimum ambient temperature of 7 degrees C and a maximum of 32

degrees C, in ventilated area, and as required by manufacturer's written instructions.

1.7 ENVIRONMENTAL REQUIREMENTS.1 Section 01 35 26: Environmental conditions affecting products on site..2 Ambient Conditions:

.1 Interior Conditions:.1 Temperature: Maintain temperature at minimum 10°C for at least 24 hours

before and during application and until coatings have cured..2 Ventilation: Adequately ventilate areas where coatings are being applied and

maintain a reasonably dust free atmosphere..3 Lighting: Maintain bright and uniform levels of lighting in areas where coatings

are being applied..2 Exterior Conditions:

.1 Temperature: Apply coatings only when temperature is above 10°C.

.2 Precipitation: Do not apply coatings during periods of precipitation nor when precipitation is imminent.

.3 Wind: Do not apply coatings under high wind conditions resulting in wind blown dust and debris.

2 Products

2.1 MATERIALS.1 Use only MPI approved products from the MPI Approved Product Lists corresponding to the

specified finishing systems..2 Where the MPI Approved Products List identifies products for a given product type meet GPS-

01-08 or GPS-02-08, designated by E1, E2 or E3, select products as follows: .1 Use a product with either an E2 or E3 designation, where available..2 Where a product with an E2 or E3 designation is not available, use a product with a

E1 designation..3 Thinners: Odorless paint thinner, pure and clean with no deleterious material..4 Patching compounds: Spackling compound or oil base putty for substrates receiving a paint

finish. Oil base putty, coloured to match finish, for substrates receiving a transparent finish.

2.2 MIXING.1 Except as otherwise specified, paint shall be ready mixed. Re-mix prior to application to

ensure colour and gloss uniformity. Materials in paste or powder form, or to be field-catalyzed, shall be field mixed in accordance with manufacturer's directions. Perform colour tinting operations prior to delivery to site.

.2 Thinning of materials to extent permitted by paint manufacturer will be permitted only where specified herein or upon Minister's approval. Do not use solvent for thinning.

.3 Strain materials thoroughly prior to application.

2.3 COLOURS.1 Selection: paint colour and other finishes will be selected by the Consultant. Colour schedule

will be provided by the Consultant in due time. Do not start work prior to receiving colour schedule.

.2 For bidding purposes, colour schedule will be generally as follows:.1 Maximum 5 colours for interior..2 One same colour for walls within same room or area..3 Hollow steel doors and frames same colour but different from walls..4 Wood doors and steel frames same colour as hollow steel doors..5 Allow approximately 25% of interior painted wall surfaces for deep colour tones.


2.4 GLOSS LEVELS.1 Specified gloss levels are based on the MPI standard, which is as follows:

.1 Level G1 - Matte or Flat: gloss rating of 0 to 5 units at 60 degrees and sheen rating of a maximum of 10 units at 85 degrees.

.2 Level G2 - Velvet: gloss rating of 0 to 10 units at 60 degrees and a sheen rating of 10 to 35 units at 85 degrees..3 Level G3 - Eggshell: gloss rating of 10 to 25 units at 60 degrees and a sheen rating of 10 to 35 units at 85 degrees..4 Level G4 - Satin: gloss rating of 20 to 35 units at 60 degrees and a sheen rating of 35

units minimum at 85 degrees..5 Level G5 - Semi-gloss: gloss rating of 35 to 70 units at 60 degrees..6 Level G6 - Gloss: gloss rating of 70 to 85 units at 60 degrees..7 Level G7 - High-gloss: gloss rating of more than 85 units at 60 degrees.

3 Execution

3.1 EXAMINATION.1 Section 01 70 00: Verify existing conditions before starting work..2 Verify that surfaces are ready to receive work as instructed by the product manufacturer..3 Examine surfaces scheduled to be finished prior to commencement of work. Report any

condition that may potentially affect proper application..4 Test shop applied primer for compatibility with subsequent cover materials..5 Measure moisture content of surfaces using an electronic moisture meter. Do not apply

finishes unless moisture content of surfaces are below the following maximums:.1 Plaster and Gypsum Wallboard: 12 percent..2 Masonry, Concrete, and Concrete Unit Masonry: 12 percent..3 Interior Wood: 15 percent, measured in accordance with ASTM D2016..4 Exterior Wood: 15 percent, measured in accordance with ASTM D2016..5 Concrete Floors: 8 percent.

3.2 PREPARATION.1 Prepare substrates in accordance with requirements of the MPI Manual, Chapter 2 and 3,

Section 3-Surface Preparation, and as specified herein..2 All Substrates: thoroughly broom, vacuum and wipe clean as required to produce acceptable

surface. Sand lightly and dust prior to application of each coat. Use recommended type and grade of sandpaper to avoid scratching or gouging of surfaces.

.3 Wood Generally: clean soiled surfaces, sand smooth and dust. Fill nail holes, splits, scratches, small joints and other minor imperfections with patching compound after paint prime coat or first varnish coat has been applied and dried. Apply putty with putty knife, press firmly in place, and finish flush with surface.

.4 Wood for Paint Finish: clean knots, pitch streaks, and sappy sections of residue and seal such areas with shellac or knot sealer before applying prime coat.

.5 Wood for Transparent Finish: clean knots, pitch streaks, and sappy sections of residue and seal with sanding sealer or shellac after applying stain, if stain is required. Sand between coats using minimum #400 grit wet and dry sandpaper.

.6 Bare Ferrous Metal: Prepare in accordance with MPI 5.1 requirements for the system specified.

.7 Previously Primed Metal: remove loose shop primer and rust; make good shop coat, feather out edges of touch-up.

.8 Zinc Coated Metal: Prepare in accordance with MPI 5.3 requirements for the system specified.

.9 Unit Masonry and Concrete: fill minor cracks, holes and fissures with cement grout and smooth to a flush surface. Include bonding agent in cement grout mix.

.10 Gypsum Board and Plaster: fill minor cracks, holes, and imperfections with tinted patching compound after prime coat has been applied and dried. Allow patching compound to dry, sand smooth and remove dust. Use minimum #150 grit sandpaper.

.11 Alkaline Surfaces: wash and neutralize using recommended type of solution compatible with


paint to be used..12 Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.

3.3 APPLICATION.1 Applied and cured coatings shall be uniform in thickness, sheen, colour, and texture and be

free of defects detrimental to appearance and performance. Edges of paint adjoining other materials shall be clean and sharp with no overlapping.

.2 Use rollers that will produce the least possible stipple effect; maximum 10 mm pile for smooth substrates. Heavier pile rollers may be permitted for use on rough substrates, subject to Minister's approval.

.3 Back roll airless spray application.

.4 Use a single manufacturer's products for all coats required for each finish system.

.5 Vary slightly the colour of successive coats to visibly differentiate between coats.

.6 Allow each coat to dry hard before succeeding coats are applied with a minimum of 24 hours between coats, except where manufacturer's instructions state otherwise.

.7 For woodwork to receive a stain finish, apply [paste wood filler to open grain wood followed by] uniform coats of stain and wipe off if required. Wood shall have a uniform shade. Match stain so that dissimilar woods have uniform finished appearance.

.8 For open grain woods to receive a clear finish, tint paste wood filler to match wood. Work filler well into grain and before it sets, wipe off excess to provide a clean surface.

3.4 FINISHING OF NEW / UNFINISHED SUBTRATES.1 Site paint or finish all work and substrates indicated as requiring site painting or finishing in

Schedules, Drawings, or Specifications..2 Site apply all prime and finish coats as scheduled, whether or not factory prime coats have

been applied.

3.5 BACK-PRIMING INTERIOR WOOD.1 Except for architectural woodwork having factory applied finishes, back prime following

concealed surfaces of interior wood components, prior to their installation:.1 Surfaces in contact with concrete or masonry..2 Surfaces in contact with any floors or floor finishes..3 Cut-outs for sinks, drains and other mechanical services..4 Underside of front edges of countertops and toe-spaces..5 Other surfaces which may be subjected to moisture during normal use or cleaning

operations..6 Backboards for mechanical and electrical equipment.

.2 Use white alkyd wood primer for components scheduled to receive paint finish.

.3 Use semi-transparent stain for components scheduled to receive solid or semi-transparent stain finish.

.4 Use gloss varnish, reduced 25% with thinner, for components scheduled to receive varnish finish.

3.6 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT.1 Refer to Mechanical and Electrical sections for schedule of colour coding and identification

banding of equipment, duct work, piping, and conduit..2 Paint shop primed equipment. Paint shop prefinished items occurring at interior areas..3 Remove unfinished louvres, grilles, covers, and access panels on mechanical and electrical

components and paint separately..4 Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts,

hangers, brackets, collars supports, etc, except where items are prefinished..5 Paint interior surfaces of air ducts, and convector and baseboard heating cabinets that are

visible through grilles and louvres with one coat of flat black paint, to visible surfaces. Paint dampers exposed behind louvres, grilles, and convector and baseboard cabinets to match face panels.

.6 Paint exposed conduit and electrical equipment (such as electrical panels) occurring in finished


areas..7 Paint both sides and edges of plywood backboards for electrical and telephone equipment

before installing equipment..8 Colour code equipment, piping, conduit, and exposed duct work in accordance with

requirements indicated. Colour band and identify with flow arrows.9 Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed

prior to finishing.

3.7 SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING.1 Metal Fabrications (Section 05 50 00): Exposed surfaces of lintels,.2 Metal Stairs (Section 05 51 00): Exposed surfaces of stringers,.

3.8 SCHEDULE - EXTERIOR SURFACES.1 Galvanized metal doors and frames, exterior:

.1 Touch-up with metal latex primer.

.2 Two coats of alkyd enamel, semi-gloss..2 Primmed metal railings, stairs, exterior:

.1 Touch-up with metal alkyd primer.

.2 Two coats of alkyd enamel, gloss.

3.9 SCHEDULE - INTERIOR SURFACES.1 PT-1A: Flat (G1), Gypsum board ceilings and bulkheads:

.1 One coat of latex prime sealer.

.2 Two coats of latex, flat..2 PT-1B: Eggshell (G3), Gypsum board walls:


.2 Two coats of latex, eggshell..3 PT-1C: Satin (G4), Gypsum board walls:


.2 Two coats of latex, satin..4 PT-1D: Semi-gloss (G5), Gypsum board walls:


.2 Two coats of latex, semi-gloss..5 PT-2A: Flat (G1), Gypsum board ceilings and bulkheads:

.1 One coat of alkyd prime sealer.

.2 Two coats of alkyd, flat..6 PT-2B: Eggshell (G3), Concrete block walls:


.2 Two coats of alkyd, eggshell..7 PT-2C: Satin (G4), Gypsum board walls:


.2 Two coats of alkyd, satin..8 Galvanized metal doors and frames, interior:

.1 Touch-up with metal latex primer.

.2 Two coats of alkyd enamel, semi-gloss..9 Primmed metal railings, interior:

.1 Touch-up with metal alkyd primer.

.2 Two coats of alkyd enamel, gloss..10 Transparent wood doors, frames, handrails and trims, interior:

.1 Filler coat (for open grained wood only).

.2 One coat of stain.

.3 One coat sealer.

.4 Two coats of varnish, satin.


3.10 PAINTING MISCELLANEOUS ITEMS.1 Paint inside of ducts at grilles and diffusers back approximately 600 mm so that duct interior is

not visible when grilles and diffusers are installed. Apply one coat Cementitious Primer and one coat Alkyd Enamel, flat, black colour, before grilles and diffusers are installed.

.2 Paint concrete machine and equipment bases in approved colours and with 100 mm wide diagonal stripes. Do not paint spring isolators.

.3 Paint steel bollards in approved colours.

.4 Back-prime and paint surfaces and edges of plywood backboards for electrical and telephone equipment with one coat Alkyd Wood Primer, white colour, and two coats Alkyd Porch and Floor Enamel, grey colour, applied before backboards are installed.

3.11 CLEANING.1 Section 01 74 00: Cleaning installed work..2 Collect waste material which may constitute a fire hazard, place in closed metal containers and

remove daily from site.

End of Section


1 General

1.1 SECTION INCLUDES.1 Interior Coin Operated Car Wash..2 Interior Hot Tub..3 Interior Water Wall..4 Exterior Fountain..5 General Residential Appliances.

1.2 RELATED SECTIONS.1 Section 13 17 13 - Hot Tubs.

1.3 REFERENCES.2 ULC (Underwriters Laboratories of Canada) - List of Equipment and Materials for:

.1 Building Materials.

.2 Fire Resistance.

.3 Firestop Systems and Components.

1.4 SUBMITTALS FOR REVIEW.1 Section 01 33 00: Submission procedures..2 Product Data: Provide data on equipment and accessories..3 Shop Drawings: Indicate layout, equipment locations, dimensions, deck and framing, details of

assembly, anchors, support requirements, utility rough-in locations, and environmental requirements.

.4 Samples: Submit samples of colour and or texture choices available as applicable.

1.5 SUBMITTALS FOR INFORMATION.1 Section 01 33 00: Submission procedures..2 Installation Data: Manufacturer's special installation requirements, including installation

procedures; characteristics, location and coordination with required utilities.

1.6 CLOSEOUT SUBMITTALS.1 Section 01 78 10: Submission procedures..2 Warranty and Maintenance Documentation: Include warranty and maintenance information on

regular servicing..3 For Hot Tub:

.1 Describe recommended operation of water heater unit and chemical dosing system.

.2 Describe cleaning procedures for finishes, maintenance for circulation pump.

1.7 WARRANTY.1 Section 01 78 10: Warranties..2 Provide two (2) year warranty.

2 Products

2.1 APPLIANCES.1 Interior Car Wash:

.1 Manufacturer: Jim Coleman Company, Model: Splash N Dash.

.2 Electrical Supply: 220 Volt, 60 Cycle.

.3 Motor: 3HP 3 diameter Motor and pump, 9.5 actual amp draw with 20 amp breaker.

.4 Colour as selected.

Basic Specification Section 11 31 00 19.12.2011 Miscellaneous Equipment and Residential Appliances Page 1

.2 Interior Hot Tub:.1 Manufacturer: HydroTher Model: Model H - 1100C VGB Model.2 Acrylic shell.3 Size: 120" long x 92" wide x 42.5" deep..4 Approx water capacity: 650 US gallons..5 Colour as selected.

.3 Interior Water Wall:.1 Manufacturer: Napoleon Waterfalls, Model: WF18..2 Wall mounted..3 Stainless steel back panel..4 UV sterilizer..5 Night Light.

.4 Exterior Fountain:.1 Manufacturer: Henri Studio, Model: Large Contemporary Tier Fountain Traditional

style..2 Water Supply from Irrigation feed..3 Electrical breaker: 15 amp..4 Material: cast stone..5 Overall Dimensions: 70" High x 48" wide x 48" deep..6 Weight: 638 Ibs.

.5 General Residential Appliances:.1 Refrigerator..2 Washer..3 Dryer..4 Range..5 Dishwasher..6 Microwave Oven..7 Food Disposal..8 Manufacturer, model, style, finish, capacity, size to fit-out requirements / as selected.

2.2 ACCESSORIES.1 Appliances: Power cord to connect to utilities..2 Spacer from Hot Tub Heater: Non-combustible component, designed to fit between hot tub

and combustible tub framing..3 Hot Tub - Circulating Pump: Motor and pump, CSA approved, 120 volt, with variable

temperature control switch, grounded enclosure, and face plate..4 Fasteners and Anchors: Galvanized or stainless steel type, anchors, screws, bolts, expansion

shields, set screws; required by the type of construction to which they are attached.

3 Execution

3.1 PREPARATION.1 Verify that prepared openings are ready to receive work and opening dimensions are as

indicated on shop drawings and instructed by the manufacturer..2 Verify that proper power supply are available.

3.2 INSTALLATION.1 Install appliances to manufacturer's instructions and CSA requirements..2 Set and adjust units level and plumb..3 Activate units to confirm correct operation..4 Turn refrigerators on to moderate temperature setting and flush water line..5 Connect to utilities and make units operational..6 Coordinate installation of mechanical and electrical components; connect to utilities.

End of Section

Basic Specification Section 11 31 00 19.12.2011 Miscellaneous Equipment and Residential Appliances Page 2

Churchill Specification

Documents

Transcript of Churchill Specification