Community Center Office Reno - Oliver Parks & …...2018/10/05 · Contract CCDC2 – 2008, the Instructions to Bidders and Supplementary Conditions together with the following alterations

Community Center Office Reno

655 McKinney Road

Oliver, B.C. V0H 1T0

Oliver Parks & Recreation Society

Specifications

Divisions 0, 1, 2, 6, 7, 8, & 9

October 5, 2018

18688

©2018 Thinkspace Architecture Planning Interior Design ‐ All Rights Reserved

architecture planning interior design | www.thinkspace.ca

300‐10190 152A Street | Surrey | BC | V3R 1J7 t (604) 581 8128

206‐1470 St. Paul Street | Kelowna | BC | V1Y 2E6 t (250) 762 2503

Oliver Parks & Recreation Society Section 00 01 07 Community Center Office Renovation SEALS PAGE Thinkspace Project No. 18688 Page 1 of 1 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

1.1 General

.1 Coordinating Registered Professional. Todd Dust, Architect AIBC, AAA, AIA, LEED AP 206 – 1470 St. Paul Street Kelowna, B.C. V1Y 2E6 250 762 2503

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 10 Community Center Office Renovation TABLE OF CONTENTS Thinkspace Project No. 18688 Page 1 of 2 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

SECTION DESCRIPTION PAGES

DIVISION 0 PROCUREMENT AND CONTRACTION REQUIREMENTS 00 01 07 Seals Page ......................................................................................................................... 1 00 01 10 Table of Contents .............................................................................................................. 2 00 01 11 Office of Responsibility ..................................................................................................... 1 Part 1.1 Instructions to Bidders ..................................................................................................... 5

Part 1.2 Stipulated Price Bid Form ................................................................................................. 8

Part 1.3 Supplementary Conditions .............................................................................................. 5

Part 1.4 Project Specific Amendment ............................................................................................ 4

Part 2.3 Guideline for Administering Bidding Irregularities ......................................................... 1

DIVISION 1 GENERAL REQUIREMENTS 01 11 00 Summary of Work ............................................................................................................. 2 01 14 00 Work Restrictions .............................................................................................................. 1 01 21 00 Allowances ........................................................................................................................ 1 01 23 00 Alternates ......................................................................................................................... 1 01 25 13 Product Substitution Procedures ..................................................................................... 2 01 29 00 Payment Procedures ......................................................................................................... 3 01 29 83 Payment Procedures for Testing Laboratory Services ...................................................... 2 01 32 16 Construction Progress Schedule ....................................................................................... 2 01 33 00 Submittal Procedures........................................................................................................ 3 01 41 00 Regulatory Requirements ................................................................................................. 1 01 45 00 Quality Control .................................................................................................................. 3 01 51 00 Temporary Utilities ........................................................................................................... 1 01 52 00 Construction Facilities ....................................................................................................... 1 01 56 00 Temporary Barrier and Enclosures ................................................................................... 1 01 61 00 Common Product Requirements ...................................................................................... 5 01 73 00 Execution .......................................................................................................................... 2 01 77 00 Closeout Procedures ......................................................................................................... 1 01 78 00 Closeout Submittals .......................................................................................................... 3 01 79 00 Demonstration and Training ............................................................................................. 1 01 91 00 Commissioning .................................................................................................................. 2

DIVISION 2 EXISTING CONDITIONS 02 41 19 Selective Structure Demolition ......................................................................................... 2

DIVISION 6 WOOD, PLASTIC, AND COMPOSITES 06 10 00 Rough Carpentry ............................................................................................................... 2 06 40 00 Architectural Woodwork................................................................................................... 4

DIVISION 7 THERMAL AND MOISTER PROTECTION 07 13 00 Sheet Waterproofing ........................................................................................................ 3 07 62 00 Sheet Metal Flashing and Trim ........................................................................................ 4 07 84 00 Firestopping ...................................................................................................................... 3

Oliver Parks & Recreation Society Section 00 01 10 Community Center Office Renovation TABLE OF CONTENTS Thinkspace Project No. 18688 Page 2 of 2 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

07 92 00 Joint Sealants .................................................................................................................... 3

DIVISION 8 OPENINGS 08 12 00 Metal Frames .................................................................................................................... 3 08 14 16 Flush Wood Doors............................................................................................................. 2 08 42 13 Aluminum Framed Entrances ........................................................................................... 4 08 71 00 Door Hardware ................................................................................................................. 3 08 80 00 Glazing .............................................................................................................................. 2

DIVISION 9 FINISHES 09 21 16 Gypsum Board Assemblies................................................................................................ 5 09 22 16 Non-Structural Metal Framing .......................................................................................... 5 09 51 13 Acoustical Panel Ceilings ................................................................................................... 3 09 53 00 Acoustical Ceiling Suspensions Assemblies ...................................................................... 3 09 65 16 Resilient Flooring & Base .................................................................................................. 2 09 91 00 Painting ............................................................................................................................. 4 REFER TO MECHANICAL DRAWINGS FOR PERTAINING SPECIFICATIONS

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 10 Community Center Office Renovation OFFICE OF RESPONSIBILITY Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

RESPONSIBILITY NAME AND ADDRESS CONTACT PERSON

Owner Oliver Parks & Recreation Society Carol Sheridan 665 McKinney Road t: 250 498 4985 ext. 201 Oliver, B.C, V0H 1T0 e: [email protected]

Project Manager Parks & Recreation Manager Carol Sheridan 665 McKinney Road t: 250 498 4985 ext. 201 Oliver, B.C, V0H 1T0 e: [email protected] Architect/ Thinkspace Architecture Planning Interior Design Todd Dust Coordinating 206 – 1470 St. Paul Street t: 250 762 2503 Professional Kelowna, B.C. V1Y 2E6 e: [email protected]

Bid Process Thinkspace Architecture Planning Interior Design Dale Rafter Coordinating 206 – 1470 St. Paul Street t: 250 762 2503 Kelowna, B.C. V1Y 2E6 e: [email protected]

Mechanical Rocky Point Engineering Ltd. Bob Alexander 201 – 1420 St. Paul Street t: 250 763 3759 Kelowna, B.C. V1Y 2E6 [email protected]

END OF SECTION

mailto:[email protected]





Oliver Parks & Recreation Society Part 1.4 Community Center Office Renovation PROJECT SPECIFIC AMENDMENT Thinkspace Project No. 18688 Page 1 of 4 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

PART 1.4 PROJECT SPECIFIC AMENDMENTS

The Articles of Agreement between Owner and Contractor, the General Conditions of the Stipulated Price Contract CCDC2 – 2008, the Instructions to Bidders and Supplementary Conditions together with the following alterations and additions shall apply in their entirety to the Contract.

GC 3.10 Shop Drawings

.1 Delete entirely Clause 3.10.3

GC 4.1 Cash Allowance

.1 Delete entirely Clause 4.1.7

GC 4.2 Contingency Allowance

.1 Delete entirely GC 4.2

PART 5 PAYMENT

GC 5.1 Financing Information Required of the Owner

.1 Delete entirely GC 5.1.

GC 5.3 Progress Payment

.1 Delete entirely Clause 5.3.1.2 and revise to read: .1 ‘The Consultant will issue to the Owner and copy to the Contractor, no later

than fifteen (15) calendar days after the receipt of the application for payment, a certificate for payment in the amount applied for, or in such other amount as the Consultant determines to be properly due. If the Consultant amends the application, the Consultant will promptly advise the Contractor in writing giving reasons for the amendment,’

.2 Delete entirely Clause 5.3.1.3 and revise to read: .1 ‘The Owner shall make payment to the Contractor on account as provided in

Article A-5 of the Agreement – PAYMENT on or before thirty (30) calendar days after the later of:

.2 Receipt by the Consultant of the application for payment, or

.3 The last day of the monthly payment period for which the application of payment is made.’

GC 5.7 Final Payment

.1 In Clause 5.7.4, delete the phrase ‘…5 days’ and revise to read ‘…15 working days.’


PART 6 CHANGES IN THE WORK

GC 6.2 Change Order

.1 In Clause 6.2.2 add ‘…in writing…’ after the phrase ‘When the Owner and the Contractor agree…’

.2 Add the following Clauses: .1 ‘6.2.3 Overhead and profit is defined as follows, and shall be calculated on

each Change Order or Change Directive only once: .1 Where performed by the Contractor, the total billing shall be the cost of

labour, field supervision and materials as defined above plus ten percent (10%) for overhead and five percent (5%) for profit.

.2 Where performed by a Subcontractor: .1 the billing to the Contractor, shall be the Subcontractor's cost as

defined above plus ten percent (10%) for combined overhead and profit;

.2 The total billing by the Contractor to the Owner shall be the Subcontractor's billing plus five percent (5%) for combined overhead and profit.’

.3 On work deleted from the Contract, not covered by unit prices, the credit to the Owner shall be the full cost of the work.

.4 For a detailed list of what the Contractor may include in the cost of the work before adding mark-ups, refer to GC 6.3 Change Directive, article 6.3.7.

.2 6.2.4 The Contractor’s and any Subcontractor’s labour costs for performing any extra work or deleting any part of the Work as contemplated by the Change Order shall be based upon the actual wages and remuneration of its employees. This shall exclude vehicle allowances, benefits, bonuses and incentives.

.3 6.2.5 Overhead and Profit shall include all office expenses, wages and remuneration for the Contractor’s or Subcontractor’s project manager, estimators, office staff or other employees the labour cost of whom is customarily included in overhead.

GC 7.2 Contractor’s Right to Suspend the Work or Terminate the Contract

.1 Delete entirely Clause 7.2.3.1.

PART 11 INSURANCE AND CONTRACT SECURITY

GC 11.1 Insurance

.1 COMMERCIAL GENERAL LIABILITY INSURANCE .1 Commercial General Liability Insurance in an amount not less than:

.1 One Million Dollars ($1,000,000.00) inclusive per occurrence against bodily injury and property damage for projects greater than Two Hundred and Fifty Thousand Dollars ($250,000.00) but less than One Million Dollars ($1,000,000.00).


.2 The Owner is to be added as an additional insured under this policy. Any

deductible applicable to property damage shall not exceed Five Thousand Dollars ($5,000.00) or such other reasonable deductible. Such insurance shall include, but not be limited to:

.3 Products or Completed Operations Liability;

.4 Owner’s and Contractor’s Protective Liability;

.5 Blanket Written Contractual Liability;

.6 Contingent Employer’s Liability;

.7 Personal Injury Liability;

.8 Non-Owned Automobile Liability;

.9 Cross Liability;

.10 Employees as Additional Insured’s;

.11 Broad Form Property Damage;

.12 Broad Form Completed Operations;

.13 Elevator and Hoist Liability;

.14 Operation of Attached Machinery; and where such further risk exists:

.15 Shoring, Blasting, Excavating, Underpinning, Demolition, Pile driving and Caisson Work, Work Below Ground Surface, Tunneling and Grading, as applicable; and

.16 Limited Pollution Liability in an amount not less than Two Million Dollars ($2,000,000.00).

.2 PROPERTY INSURANCE .1 Property insurance which shall cover, on a replacement cost basis, all property,

of every description, to be used in the construction of the Work, against “All Risks” of physical loss or damage, including earthquake and flood, while such property is being transported to the site, and thereafter throughout erection, installation and testing and such insurance shall be maintained until Substantial Performance of the Work. Such policy of insurance shall extend to protect the interest of the Owner, and shall contain a waiver of subrogation against the Owner. Any deductible shall not exceed Five Thousand Dollars ($5,000.00) or such other reasonable deductible for each and every occurrence except for the peril of flood, which may include a maximum deductible of Ten Thousand Dollars ($10,000.00), and earthquake, which may include a maximum deductible of Ten Percent (10%) based upon completed values at the time of loss.

.3 AUTOMOBILE LIABILITY .1 Automobile Liability on all owned or leased vehicles in an amount not less than

Two Million Dollars ($2,000,000.00).


.4 AIRCRAFT AND/OR WATERCRAFT LIABILITY

.1 Aircraft and/or Watercraft Liability, where applicable, for all owned or non-owned craft operating or used in the performance of the Work by the Contractor, in an amount not less than Two Million Dollars ($2,000,000.00) per occurrence and including aircraft passenger hazard liability, where applicable.

.2 11.1.2 All the foregoing insurance shall be primary and not require the sharing of any loss by any insurer of the Owner.

.3 11.1.3 The Contractor shall provide the Owner with evidence of all required insurance prior to the commencement of the Work or services. Such evidence shall be in the form of the Owner’s Certificate of Insurance (copy attached – Appendix 1). When requested by the Owner, the Contractor shall provide certified copies of required insurance policies.

.4 11.1.4 All required insurance shall be endorsed to provide the Owner with thirty (30) days advance written notice of cancellation or material change.

.5 11.1.5 The Contractor hereby waives all rights of recourse against the Owner with regard to damage to the Contractor’s property.

.6 11.1.6 The Contractor shall require and ensure that each Subcontractor maintains liability insurance comparable to that required above.

.7 11.1.7 Unless specified otherwise, the duration of each insurance policy shall be from the date of commencement of the Work until the date of the final certificate for payment.’

END OF SECTION

Administering Bidding Irregularities for Use with Stipulated Price Bid Documents April 12, 2016 Publicly Funded Building Projects – Document BCDC 2, 2016

Part 2.3 - Guideline For Administering Bidding Irregularities

IRREGULARITY

RESPONSE

1. Late bids Automatic rejection, returned to bidder unopened 2. Unsealed envelopes submitted Automatic rejection

3. Proper envelope not used Acceptable if the envelope is properly sealed and its contents are properly identified.

4. Insufficient financial security – Bid Bond Automatic rejection

5. Bids not completed in non-erasable medium (e.g. ink or typewriter) and signed in ink.

Automatic rejection.

6. Incomplete bids

(Part bids – all items not bid.) Automatic rejection.

7. Qualified bids

(Bids qualified or restricted by an attached statement.)


8. Bids received on a bid form other than the Stipulated Price Bid Form.

Automatic rejection. For supplementary bid forms refer to Guideline Item 3.0

9. Bids containing minor clerical errors Two business days to correct and initial errors. 10. Non execution of Bid Bonds (financial

security)

(a) Signature of bidder or bonding company missing.

Automatic rejection

11. Documents – Execution Missing signature(s)


12. Erasures, overwriting or strike-outs which are not initialled:

(a) Uninitialled changes to the bid documents which are minor (example: the bidder’s address is amended by over-writing but not initialled);

(b) Unit prices have been changed but not initialled and the contract totals are consistent with the price as amended;

(c) Unit prices which have been changed but not initialled and the contract totals are not consistent with the price as amended;

(d) Other mathematical errors, which are not consistent with the unit prices.

Two business days to correct

Two business days to correct

Automatic rejection

Two business days to initial corrections as made by the bid calling authority

13. Bid amount in writing is different than the numerical amount.

The bid amount in writing shall take precedence.

14. Mistakes in bidding

(Example: bidder demonstrates error in calculation sheets)

The Owner is not obliged to permit withdrawal of the bid. Where requested by the bidder, the Owner - in consultation with legal counsel and the Construction Association, may determine that it is the Owner’s best interest to permit the bid to be withdrawn. The Owner may also determine that it is not in their best interests to call the bid bond.

15. Addendum that have financial implication have not been acknowledged. Automatic rejection.

16. Other minor irregularities (Other minor irregularities in any of the documents submitted in response to the call for bids.)

The Owner shall have authority to waive irregularities, which they reasonable believe to be minor and have not provided a bidder with a competitive advantage.

17. Faxed Revisions to bid a) Arrive late on fax

b) Revision is not alteration to the price, but

states the final bid amount

Automatic rejection Automatic rejection

This document has been created by the BC Documents Committee as a reference only. It is representative of their opinion regarding the most reasonable and fair 'Responses' for the parties involved. This in no way is intended as legal advice and users of the Document should seek legal or other counsel as they judge necessary. The BC Documents Committee shall not under any circumstances assume any liability whatsoever for the use, misuse or reliance upon the Document, or any information contained therein or omitted there from. The user of the Document assumes any or all such risk or liability.

Oliver Parks & Recreation Society Section 01 11 00 Community Center Office Renovation SUMMARY OF WORK Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 WORK COVERED BY CONTRACT DOCUMENTS

.1 Work of this Contract comprises the renovation of the office space of the Oliver Parks & Recreation Society, located at 665 McKinney Road, Oliver, BC, V0H 1T0.

.2 The General Conditions of the Contract and all documents listed in the Agreement shall apply to and govern all phases of the Work herein after specified and/or shown on the contract drawings.

.3 The work is to include but is not necessarily limited to the following: .1 Supply and installation of all construction materials and finishes including, but not

limited to, flooring, doors and frames, steel stud framing, gypsum board, paint finish, door hardware, finish carpentry, roofing and flashing modifications, aluminum storefront and door modifications, millwork, fire stopping, mechanical and electrical systems complete.

.2 Electrical systems including plugs, data, lights, and power for mechanical motors shall be completed as a design build. Engineering and permits shall be carried by the Electrical Contractor.

.1 Fixtures and equipment shall be suited to the use of space.

.2 Contractor shall provide shop drawings of fixtures in accordance with contract documents.

.3 Coordination of all trades.

.4 Continuous clean up and removal of all construction related debris from the site.

.5 Modification and select demolition of existing office and structure to accommodate new construction.

.6 Engineered shop drawings as noted in the Contract Documents.

.7 Testing and approvals of all affected systems and equipment.

.8 Maintenance manuals.

.9 Items noted on drawings.

1.2 CONTRACT METHOD

.1 Construct Work under single, stipulated price contract.

.2 CCDC 2 - 2008 Edition of the Stipulated Price Contract as may be amended forms the basis of Agreement between the Owner and Contractor including the Definitions of specific words and terms.

.3 CCDC 2 - 2008 Edition - The General Conditions of the Stipulated Price Contract - is the General Conditions between the Owner and Contractor.

1.3 WORK SEQUENCE

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

.2 Maintain fire access/control and fire separations.

Oliver Parks & Recreation Society Section 01 11 00 Community Center Office Renovation SUMMARY OF WORK Thinkspace Project No. 18688 Page 2 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

1.4 CONTRACTOR USE OF PREMISES

.1 The area of renovation upon which the Work is to be conducted is shown on the drawings. The Work and the operation of storage of equipment, materials and/or supplies must be contained within the area.

.2 Coordinate the location of site storage container, parking and delivery of materials with the Owner prior to commencing work.

.3 Coordinate use of premises under direction of Owner.

1.5 OWNER OCCUPANCY

.1 The area of renovation will be turned over to the Contractor. However, the Owner will occupy the facility, outside the area of renovation, during entire construction period for execution of normal operations.

END OF SECTION

Oliver Parks & Recreation Society Section 01 14 00 Community Center Office Renovation WORK RESTRICTIONS Thinkspace Project No. 18688 Page 1 of 1 Part 1 General

.1 Time Restrictions for Performing Work: .1 The Work shall be carried out during the working hours stipulated as acceptable by

the Authority Having Jurisdiction for the construction industry, under the applicable By-Law.

.2 Working hours of the facility are 08:30hrs to 16:30 hrs, Monday through Friday.

.3 Contractor shall be granted access to the site during working hours. After hours access is available for tie-ins and shut-downs.

.2 Utility Outages and Shutdown: All shut downs shall be coordinated with the Owner’s Representative and approved a minimum of three (3) working days prior to shut down.

.3 No cameras shall be allowed on site or photographs taken except by written approval of Owner.

.4 There will be NO SMOKING permitted within the building or on the property at any time.

.5 The General Contractor, his forces and the Sub-contracted parties shall comply with the regulations regarding noise abatement and shall take precautions to minimize the effects of structure borne noises caused by drilling, coring or insert guns. Any such noise or vibration that is found to be objectionable shall be corrected, at no extra cost, to the satisfaction of the Owner.

.6 No fires, explosives or similar dangerous activities shall be permitted on the property.

END OF SECTION

Oliver Parks & Recreation Society Section 01 21 00 Community Center Office Renovation ALLOWANCES Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 CASH ALLOWANCES

.1 Include in Contract Price, cash allowances stated herein.

.2 Cash allowances, unless otherwise specified, cover net cost to Contractor of services, products, construction machinery and equipment, freight, handling, unloading, storage installation and other authorized expenses incurred in performing Work.

.3 If a Cash Allowance item described in the Allowances Schedule below indicates the inclusion of installation, include in the Cash Allowance amount, provision for Product handling at the site, including unloading, uncrating, storage, protection of Products from elements and from damage, labour for installation and finishing, insurance, labour costs, taxes, bonding if applicable, equipment rental, overhead and profit.

.4 If a Cash Allowance item described in the Allowances Schedule below indicates supply only, include in the Contract Price costs not included in Cash Allowances but included in the Contract Price: Product handling at the site including unloading, uncrating, storage, protection of Products from elements and from damage, labour for installation and finishing, insurance, labour costs, taxes, bonding if applicable, equipment rental, overhead and profit.

.5 Contract Price, and not cash allowance, includes Contractor's overhead and profit in connection with such cash allowance.

.6 Contract Price will be adjusted by written order to provide for an excess or deficit to each cash allowance.

.7 Where costs under a cash allowance exceed amount of allowance, Contractor will be compensated for any excess incurred and substantiated plus an allowance for overhead and profit as set out in Contract Documents.

.8 Expenditures under the Cash Allowance will be authorized in accordance with the procedures provided in GC Part 6, Changes in the Work.

.9 Cash Allowances to be included are as follows: .1 Not Applicable.

END OF SECTION

Oliver Parks & Recreation Society Section 01 23 00 Community Center Office Renovation ALTERNATIVES Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SECTION INCLUDES

.1 Product Installation Alternatives to Agreement.

.2 Incorporation of accepted Alternatives into Agreement.

1.2 AWARD/SELECTION OF ALTERNATIVES

.1 Indicate variation of Bid Price for Alternatives described below and listed in Bid Form. Note that this form requests a 'difference' in Bid Price by adding to or deducting from the base Bid price.

.2 Bids shall be evaluated on 'Base Bid' price. After determination of preferred Bidder, consideration will be given to Alternatives and Bid Price adjustments.

.3 Accepted Alternatives will be identified in Owner-Contractor Agreement.

.4 Submit alternatives identifying the effect on adjacent or related components.

1.3 ALTERNATIVE PRICES .1 Not Applicable.

1.4 UNIT PRICES

.1 Not Applicable.

END OF SECTION

Oliver Parks & Recreation Society Section 01 25 13 Community Center Office Renovation PRODUCT SUBSTITUTION PRODEDURES Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 PRODUCT EQUIVALENCY

.1 Submit only goods of equal or better quality and appearance to referenced products to the Consultant for approval. Approval is subject to the Owners and Consultants discretion and written approval.

.2 Submittals for Product Equivalency to comply with Specification and drawing requirements.

.3 Submittals for Product Equivalency to include detailed product information sheets, data sheets, testing and approvals, installation requirements, warranty and limitations or conditions to clearly demonstrate equivalency to the Consultant. .1 Identify project, submission proponent, product Specification Section. .2 Provide manufacturers and/or third-party documentation to substantiate request.

Units of measure to match specification units of measure. .3 Clearly mark documentation to identify equal or better properties. .4 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 Costs for related changes created by use of Product Equivalency are included.

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

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

1.2 PRODUCT EQUIVALENCY DURING BID PERIOD

.1 Instructions to Bidders specify time restrictions for submitting requests for equivalent products to those specified during the Bid period.

1.3 SUBSTITUTIONS AFTER CONTRACT AWARD

.1 Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor. .1 Change of material resulting from failure to promptly submit required product

documentation, samples or secure order material will be made: .1 Only with no additional cost to Owner. .2 Selection of substitute material will be made by Consultant.

.2 Document request with: .1 Manufacturer’s written confirmation specified product is no longer available.

.3 Substitution Submittal Procedure: .1 Submit one (1) original of request for Substitution on Contractors letterhead.

Oliver Parks & Recreation Society Section 01 25 13 Community Center Office Renovation PRODUCT SUBSTITUTION PRODEDURES Thinkspace Project No. 18688 Page 2 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

.2 Provide two samples of product and colour selection samples. Limit each

request to one (1) proposed Substitution. .3 Submit shop drawings, product data, and certified test results attesting to the

proposed Product equivalence. Burden of proof is on Contractor.

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

END OF SECTION

Oliver Parks & Recreation Society Section 01 29 00 Community Center Office Renovation PAYMENT PROCEDURES Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 APPLICATIONS FOR PROGRESS PAYMENT

.1 Refer to CCDC 2.

1.2 SCHEDULE OF VALUES

.1 Refer to CCDC 2.

.2 Make schedule of values out in such form and supported by such evidence as Consultant may reasonably direct and when accepted by Consultant, be used as basis for applications for payment.

.3 Include statement based on schedule of values with each application for payment.

.4 The Contractor is responsible for all submissions required by the General Conditions and all Divisions of the specifications. The following list of submissions is consolidated for convenience and may not be complete. Contractor shall review the documents to ensure completeness.

.5 Submit one (1) PDF file of Schedule of Values prior to commencement of construction or within 10 days after date of Owner-Contractor Agreement, whichever comes first.

.6 Format: Identify each line item with number and title of the major Specification Section. Identify site mobilization, bonds and insurance. Utilize Schedule of Values for listing items in Application for Payment.

.7 Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

.8 Revise schedule to list approved Change Orders, with each Application for Payment.

1.3 PROGRESS PAYMENT

.1 Refer to CCDC 2.

.2 Payment Period: 30 days

.3 Provide the following with application for first payment: .1 Submit one PDF file of the schedule of values for listing items in Application for

payment. .2 Include an updated construction progress schedule.

.4 Provide the following with application for each subsequent payment. .1 Submit one PDF file of the schedule of values for listing items in Application for

payment. .2 Statutory Declaration CCDC 9 - latest edition in accordance with General Condition. .3 Include an updated construction progress schedule.

1.4 SUBSTANTIAL PERFORMANCE OF WORK

.1 Refer to CCDC 2 and the Builder’s Lien Act.

.2 When the Contractor considers that the Work is substantially performed, the Contractor shall submit the following:


.1 Contractor’s statement that the building is finished sufficiently to become occupied.

Contractor’s List of Incomplete or Deficient items, associated costs to rectify the deficient items and the proposed completion dates. The Consultant will not review the site until these items are received.

.2 If when reviewed by the Consultant, the work is not deemed Substantially Complete, the Consultant will immediately notify the Contractor, in writing, stating reasons the work was considered not substantially performed. The Contractor, Owner and Consultants shall agree to a time period to allow the Contractor to rectify deficient items. The Contractor shall complete the Work and send second written notice to the Consultant, certifying that the Work is substantially performed and all deficiencies have been completed. The Consultant will re-review the work as required.

.3 Statement of values for completed work less proposed values of incomplete or deficient work in the format required.

.4 Statutory Declaration CCDC 9 – latest edition.

.5 Statement indicating reconciliation of all change orders or claims to the contract.

.6 Maintenance manuals, operating instructions, maintenance and operating tools, replacement parts or materials reserve maintenance replacement material as specified in the contract.

.7 All required “Record” or “As-Installed” drawings in the form specified in the contract documents.

.8 All required manufacturer’s inspections, guarantees, certifications, and warranties covering articles, equipment and performance as specified in the contract.

.9 Extended warranties as specified under the various work sections of this specification.

.10 Final certificate from local authority approving the plumbing and electrical installations. Occupancy permit from local Building Inspection Department.

.11 Certifications and/or reports by all testing, infection control or inspection authorities as specified.

1.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF WORK

.1 Refer to CCDC 2.

.2 Amount authorized by certificate for payment of holdback amount is due and payable on day following expiration of holdback period stipulated in lien legislation applicable to Place of Work. Where lien legislation does not exist or apply, holdback amount is due and payable in accordance with other legislation, industry practice, or provisions which may be agreed to between parties. Owner may retain out of holdback amount any sums required by law to satisfy any liens against Work or, if permitted by lien legislation applicable to Place of Work, other third party monetary claims against Contractor which are enforceable against Owner.

1.6 PROGRESSIVE RELEASE OF HOLDBACK

.1 Refer to CCDC 2.

.2 Provide the following with application for Progressive Release of Holdback: .1 CCDC 9A – latest edition in accordance with General Condition.


.2 Evidence of Compliance from the Workers Compensation Board of BC in accordance

with General Condition. Provide verification attached from the Worker’s Compensation Board of BC stating that the Subcontractor is in current good standing.

.3 Evidence of Compliance by the Subcontractor with the Social Services Tax Act.

1.7 FINAL PAYMENT

.1 Refer to CCDC 2

.2 Provide the following with application for Final Payment. .1 Contractor’s statement that all incomplete items have been completed and

deficiencies addressed. .2 Statutory Declaration CCDC 9 - latest edition. .3 Evidence of Compliance from the Workers Compensation Board of BC. Provide a

tabulated list, with letters attached from the Worker’s Compensation Board of BC stating that the General Contractor and all Subcontractors are in current good standing with the Board.

.4 Final statements of accounts to be submitted to the Consultant reflecting all adjustments and the following: .1 Original Contract Sum. .2 Additions and deductions resulting from: Change Orders; Unit Prices; Other

Adjustments; Deductions for uncorrected Work. .3 Total Contract Sum as adjusted. .4 Previous payments certified. .5 Remaining Balance.

END OF SECTION

Oliver Parks & Recreation Society Section 01 29 83 Community Center Office Renovation PAYMENT PROCEDURES FOR TESTING LABORATORY SERVICES Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 RELATED SECTIONS

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

1.2 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

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

1.3 APPOINTMENT AND PAYMENT

.1 Owner will appoint and pay for services of testing laboratory except as follows: .1 Inspection and testing required by laws, ordinances, rules, regulations or orders of

public authorities. .2 Inspection and testing performed exclusively for Contractor's convenience. .3 Testing, adjustment and balancing of mechanical and electrical equipment and

systems. .4 Tests specified to be carried out by Contractor under the supervision of Consultant. .5 Unless noted otherwise.

.2 Where tests or inspections by designated testing laboratory reveal Work not in accordance with contract requirements, Contractor will pay costs for additional tests or inspections as required by Consultant to verify acceptability of corrected work.

.3 Where Specification sections do not otherwise require, the cost of testing will be borne by the Owner in accordance with General Conditions 2.3.5.

.4 Provide coordination and notification of scheduling for tests as required in 2.3.2 a minimum of 24 hours in advance. Written reports on each test, or each series of tests/inspections, shall be prepared by the Testing Agency and submitted to the Consultant before subject installations shall be considered for acceptance. These reports must be complete in all respects and all blank spaces completed where applicable when standard testing forms are submitted with test results.

.5 Costs Included in the Contract Price: .1 Costs of incidental labour and facilities required to assist inspecting or testing agency. .2 Costs of testing services used by Contractor separate from Contract Document

requirements. .3 Costs of retesting upon failure of previous tests as determined by Consultant.

1.4 CONTRACTOR'S RESPONSIBILITIES

.1 Provide labour, equipment and facilities to: .1 Provide access to Work to be inspected and tested. .2 Facilitate inspections and tests. .3 Make good Work disturbed by inspection and test. .4 Provide storage on site for laboratory's exclusive use to store equipment and cure

test samples.

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.2 Notify Owner sufficiently in advance of operations to allow for assignment of laboratory

personnel and scheduling of test.

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

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

END OF SECTION

Oliver Parks & Recreation Society Section 01 32 16 Community Center Office Renovation CONSTRUCTION PROGRESS SCHEDULE Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SCHEDULE REQUIREMENTS

.1 Ensure Schedule is practical and remain within specified Contract duration.

.2 Acceptance of Schedule showing scheduled Contract duration shorter than specified Contract duration does not constitute change to Contract. Duration of Contract may only be changed through bilateral Agreement.

.3 Calculate dates for completion milestones from Plan and Schedule using specified time periods for Contract. Milestones shall include shop drawing submittals and reviews for each trade.

.4 Delays to non-critical activities are not a basis for time extension.

1.2 SUBMITTALS

.1 Construction Detail schedule Bar Chart.

.2 Listing of project logs for phases of construction, Shop Drawings, Requests for Information and status of Changes (including Supplementary Instructions, Contemplated Change Notices, Change Directives and Change Orders).

1.3 SCHEDULE

.1 Provide project schedule within 10 working days of Award of Contract date showing activity sequencing, interdependencies and duration estimates. Include listed activities as follows: .1 Shop drawings. .2 Samples. .3 Approvals. .4 Procurement. .5 Construction. .6 Installation. .7 Site works. .8 Shut Downs. .9 Testing. .10 Commissioning and acceptance.

1.4 REVIEW OF THE CONSTRUCTION SCHEDULE

.1 Promptly provide additional information to validate practicability of Schedule as required by Consultant.

.2 Submittal of Schedule indicates that it meets Contract requirements and will be executed generally in sequence.

1.5 COMPLIANCE WITH SCHEDULE

.1 Comply with reviewed Schedule.

.2 Proceed with significant changes and deviations from scheduled sequence of activities which cause delay, only after written receipt of approval by Consultant.

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.3 Identify activities that are behind schedule and causing delay. Provide measures to regain

slippage.

.4 Submit to Consultant, justification, project schedule data and supporting evidence for approval of extension to Contract completion date or interim milestone date when required.

1.6 PROGRESS MONITORING AND REPORTING

.1 Perform Detail Schedule update monthly with status dated on last working day of month. Update to reflect activities completed to date, activities in progress, logic and duration changes.

.2 Submit to Consultant copies of updated Schedule.

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 07 Community Center Office Renovation SUBMITTAL PROCEDURES Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES

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

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, and samples in units matching those shown on the drawings.

.4 Review submittals prior to submission to Consultant.

.5 Verify field measurements and affected adjacent Work is coordinated.

.6 Coordinate submission of related items.

.7 For each submittal for review, allow ten (10) work days excluding delivery time to and from the contractor, unless noted otherwise.

.8 When revised for resubmission, identify all changes made since previous submission.

.9 Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

.10 Bonds and Insurance policies as required.

.11 Evidence of Compliance from the Workers Compensation Board of BC. Provide a tabulated list, with verification attached from the Worker’s Compensation Board of BC stating that the General Contractor and all indicated Subcontractors are in current good standing.

.12 Name and phone numbers for contact individuals available on a 24hr basis.

1.3 SUBSTITUTIONS

.1 Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor.

.2 A request constitutes a representation that the Contractor: .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.


.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.

1.4 SHOP DRAWINGS AND PRODUCT DATA

.1 Refer to CCDC 2.

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

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

.4 Delete information not applicable to project.

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

.6 Provide Sub-Contractor and Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. 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.

.7 Submit one (1) PDF file of shop drawings and data sheets for each requirement requested in specification Sections and as consultant may reasonably request. .1 Maximum sheet size shall be 11x17 inches.

.8 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.

.9 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.

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

.11 After Consultant's review, distribute copies.

1.5 SAMPLES

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


.2 Submit samples to illustrate functional and aesthetic characteristics of the Product, with

integral parts and attachment devices. Coordinate sample submittals for interfacing work.

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

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

.8 Samples will not be used for testing purposes unless specifically stated in the specification section.

.9 If determined by the Owner and/or Consultant that the sample submitted is not adequate it will be the responsibility of the Contractor to provide a mock-up at the Contractor’s cost.

1.6 DESIGN DATA

.1 Submit for the Consultant's knowledge as contract administrator or for the Owner.

.2 Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.7 TEST REPORTS

.1 Submit for the Consultant's knowledge as contract administrator or for the Owner.

.2 Submit test reports for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.8 MANUFACTURER'S INSTRUCTIONS

.1 When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Consultant for delivery to owner in quantities specified for Product Data.

.2 Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 07 Community Center Office Renovation REGULATORY REQUIREMENTS Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES AND CODES

.1 Perform Work in accordance with British Columbia Building Code (BCBC) including all amendments up to tender closing date and other codes of provincial or local application provided that in case of conflict or discrepancy, more stringent requirements apply.

1.2 HAZARDOUS MATERIAL DISCOVERY

.1 Asbestos: Demolition of spray or trowel-applied asbestos is hazardous to health. Should material resembling spray or trowel-applied asbestos be encountered in course of demolition work, immediately stop work and notify Consultant.

END OF SECTION

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Part 1 General

1.1 INSPECTION

.1 Refer to CCDC 2.

1.2 INDEPENDENT INSPECTION AGENCIES

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

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

.3 The independent firm will perform tests and other services specified in individual specification sections and as required by the Consultant and/or Owner.

.4 Reports will be submitted by the independent firm to the Consultant, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

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

1.3 ACCESS TO WORK

.1 Allow inspection/testing agencies access to Work.

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

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

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

1.5 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.

1.6 REPORTS

.1 Submit one (1) PDF file of inspection and test reports to Consultant.

.2 Provide copies to Owner and Subcontractor of work being inspected or tested.


1.7 EQUIPMENT AND SYSTEMS

.1 Submit reports for electrical and building equipment systems.

1.8 COMPLEMENTARY DOCUMENTS

.1 Drawings, specifications, and schedules are complementary each to the other and what is called for by one to be binding as if called for by all. Should any discrepancy appear between documents, that leaves doubt as to the intent or meaning, abide by Precedence of Documents article below or obtain direction from the Consultant.

.2 Install components to physically conserve headroom, to minimize furring spaces, or obstructions. If care is not exercised to meet these requirements, the Consultant may direct the Contractor to remove and replace or reconfigure the work at the cost of the Contractor.

.3 Locate devices with primary regard for convenience of operation and usage.

.4 Examine all discipline drawings, specifications, and schedules and related Work to ensure that Work can be satisfactorily executed. Conflicts or additional work beyond work described to be brought to attention of Consultant.

1.9 COORDINATION AND PROJECT CONDITIONS

.1 Contractors submitting tenders on this Work shall first examine the site and premises and all conditions thereon and therein as noted in Part 1.1 - Instructions to Bidders. Bidders shall take into consideration such conditions as are reasonably evident that may affect the Work under this Contract. Failure to do so will in no way relieve the Contractor from the necessity of furnishing any products or performing any work that may be required to complete the Work in accordance with the drawings and specifications without additional cost to the Owner.

.2 Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

.3 Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

.4 Coordinate space requirements, supports, and installation of mechanical and electrical work that is indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

.5 In finished areas conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

.6 Coordinate completion and clean up of Work of separate sections in preparation for Substantial Completion.

.7 After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.


1.10 QUALITY ASSURANCE - CONTROL OF INSTALLATION

.1 Comply with General Condition 10.2, Laws, Notices, Permits & Fees.

.2 Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

.3 Comply with manufacturers' instructions, including each step in sequence.

.4 Should manufacturers' instructions conflict with Contract Documents, request clarification from Consultant before proceeding.

.5 Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

.6 Perform Work by persons qualified to produce required and specified quality.

.7 Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

.8 Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.11 SITE MOBILIZATION MEETING

.1 Consultant will schedule a meeting at the Project site, after Notice of Award and prior to Contractor occupancy.

.2 Attendance Required: Owner, Consultant, Contractor, Contractor's Superintendent, and major Subcontractors.

1.12 PROGRESS MEETINGS

.1 Schedule and administer meetings throughout progress of the Work at maximum monthly intervals.

.2 Make arrangements for meetings, prepare agenda with copies for participants and preside at meetings.

1.13 TOOLBOX MEETINGS

.1 Schedule and administer toolbox meetings throughout progress of the Work at maximum weekly intervals.

.2 Make arrangements for meetings, prepare agenda with copies for participants and preside at meetings.

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 07 Community Center Office Renovation TEMPORARY UTILITIES Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 INSTALLATION AND REMOVAL

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

.2 Remove from site all such work after use.

.3 Restore existing and permanent facilities used during construction to original condition.

1.2 WATER SUPPLY

.1 Owner will provide continuous supply of potable water for construction use. Exercise measures to conserve water.

1.3 TEMPORARY HEATING AND VENTILATION

.1 Owner willl provide heating from existing system during construction.

.2 Provide additional temporary heating and ventilation required during construction period, including attendance, maintenance and fuel.

.3 Maintain strict supervision of operation of temporary heating and ventilating equipment to: .1 Conform with applicable codes and standards. .2 Enforce safe practices. .3 Prevent abuse of services. .4 Prevent damage to finishes. .5 Vent direct-fired combustion units to outside. .6 Be responsible for damage to Work due to failure in providing adequate heat and

protection during construction.

1.4 TEMPORARY POWER AND LIGHT

.1 Owner will pay for temporary power during construction for temporary lighting and operating of power tools. Exercise measures to conserve energy.

.2 Provide and maintain temporary lighting throughout project.

.3 The Contractor shall be responsible for, at their own expense, providing any temporary power distribution, outlets and panels as necessary for carrying out the work.

.4 The Contractor shall install and maintain all temporary power services in accordance with the Canadian Electrical Code standards and applicable by-laws for such work. The Contractor is responsible for any alteration, connection, disconnection and restoration to existing services.

END OF SECTION

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Part 1 General

1.1 INSTALLATION AND REMOVAL

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

.2 Remove from site all such work after use.

1.2 HOISTING

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

.2 Hoists/cranes shall be operated by qualified operator.

1.3 SITE STORAGE/LOADING

.1 Confine work and operations of employees by Contract Documents. Do not encumber premises with products.

.2 Contractor shall coordinate deliveries to the construction site and be responsible to receive deliveries and immediately relocate to approved storage area.

1.4 CONSTRUCTION PARKING

.1 Parking will be permitted on site provided it does not disrupt performance of Work. When site space is not adequate, Contractor shall arrange additional off-site parking at no cost to the Owner.

1.5 SECURITY

.1 Abide by existing security requirements of building security system during Contract period; obtain Owner’s permission prior to commencing any Work in the alteration work areas and ensure workers observe all of the existing security regulations, wherever such regulations apply.

.2 The Contractor shall be responsible for security of the Work.

.3 Protect Work, equipment, tools, existing premises and Owner's operations from theft, vandalism, and unauthorized entry.

1.6 EQUIPMENT, TOOL AND MATERIALS STORAGE

.1 The Contractor will be permitted to use areas in the building that are within the area of the Work.

.2 Locate materials in a manner to cause least interference with work activities.

1.7 SANITARY FACILITIES

.1 Contractor may use on-site facilities.

END OF SECTION

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Part 1 General

1.1 HOARDING

.1 Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

1.2 WEATHER ENCLOSURES

.1 Provide secure, insulated weather tight closures to unfinished door and window openings and roofs.

1.3 DUST TIGHT SCREENS

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

1.4 PROTECTION OF BUILDING FINISHES

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

.2 Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage.

.3 Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects.

1.5 ENVIRONMENTAL CONTROLS

.1 Comply with all codes and bylaws Guidelines regarding noise, pollution, disposal, and water control during the demolitions.

.2 All work must be undertaken and completed in such a manner as to prevent the release of any deleterious substances into any areas of the building. Protect the public from the work at all stages. Co-ordinate and cooperate with the Owner's representatives and Staff. Ensure complete isolation of dust generating activities, noise abatement provisions and waste removal facilities. Do not commence any demolition work without prior approval of the Owner.

.3 The Contractor shall comply with the requirements of the authority having jurisdiction Noise By-Law regarding noise abatement and take all necessary steps to ensure the generation and transmission of noise and vibration due to the Work are kept to a minimum as required by the By-Law.

END OF SECTION

Oliver Parks & Recreation Society Section 01 61 00 Community Center Office Renovation COMMON PRODUCT REQUIREMENT Thinkspace Project No. 18688 Page 1 of 5 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCE STANDARDS

.1 Conform to reference standards, in whole or in part as specifically requested in specifications.

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

1.2 QUALITY

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

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

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

.4 In addition to the requirements of General Condition 10.2.1, where by-law, code, official standard or standard specifications are quoted or referred to, it shall mean the latest edition including all revisions or amendments at the time of Tender Date, unless specially noted otherwise.

.5 All work is to be in accordance with the B.C. Building Code (latest applicable edition), B.C. Plumbing Code (latest applicable edition), NFPA (latest applicable edition) and requirements of the Authority Having Jurisdiction, Owner's Insurance Underwriters and Standards as applicable.

.6 Where several products, materials, or methods are specified exclusively, or where qualified by words such as "or other approved"; "approved equal", only such items specified shall be used, unless the Consultant's approval for substitution is secured in writing prior to tender closing as defined in the Instructions to Bidders.

.7 Application for substitution after Bid date will only be considered if made by the General Contractor for valid and specific reasons. Application for substitution of material after Tender shall be made in writing to the Consultant, stating the credit, extra, or timing implications involved. Such application shall be accompanied by supporting data illustrating clearly the quality of material and other pertinent data and details of the proposed substitute in comparison to that specified.

.8 Scheduling the purchase and delivery of all materials and components to meet the needs of the construction schedule shall be the responsibility of this Contractor. Failure to obtain materials and/or components at such times as will meet the construction schedule will not be accepted as a basis for substitutions unless brought to the attention of the Consultant with reasonable time to approve an alternate and in the Instructions to Bidders.


.9 No products, materials, or components that are not pre-tested by recognized authorities in

accordance with the requirements of applicable standards which govern in Canada and these Specifications shall be accepted for this project.

.10 Handle, store and protect materials in accordance with manufacturers, associations and suppliers instructions and recommendations so as to keep clean, dry and prevent damage or deterioration. Refer also to individual specifications for specific requirements.

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

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

1.3 AVAILABILITY

.1 Immediately upon signing Contract, review product delivery requirements and anticipate foreseeable supply delays for any items. 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.

.2 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.

1.4 STORAGE, HANDLING AND PROTECTION

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

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

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

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

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

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

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

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

.9 Touch-up damaged factory finished surfaces to Consultant's satisfaction. Use touch-up materials to match original. Do not paint over name plates.

1.5 TRANSPORTATION

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


.2 Transportation cost of products supplied by Owner will be paid for by Owner. Unload,

handle and store such products.


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

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

1.7 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, 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.

1.8 CO-ORDINATION

.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.

.3 The Contractor shall coordinate the work of his Subcontractors with efficient and continuous supervision and be fully aware of the Work requirements including, without limitation, those of the specifications and drawings.

.4 The responsibility as to which Subcontractor provides required work to be built-in or supplied rests entirely with the Contractor. Differences in interpretation of the specifications or drawings as to which Subcontractor shall provide certain work shall not be grounds for claims for extras.

.5 The Contractor shall coordinate the use of construction plant and equipment and access, including cranes, hoists, ladders, scaffolds, etc., with the work of the various Subcontractors. The cost of such use by the various Subcontractors are subject to whatever arrangement exists between the Contractor and the various Subcontractors.

1.9 PRODUCTS

.1 Do not use materials, Products, or equipment removed from existing premises, except as specifically permitted by the Contract Documents.

.2 Provide interchangeable components of the same manufacturer for components being replaced.


.3 Contractor shall review condition of equipment that has been used in the course of the

Work to ensure turning over at completion in “as new condition” with warranties, dated and certified from time of Substantial Performance of the Work.

1.10 PRODUCT OPTIONS

.1 Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description.

.2 Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed.

.3 Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article.

1.11 CONCEALMENT

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

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

1.12 REMEDIAL WORK

.1 Refer to CCDC 2 and Section 01 73 03 - Execution Requirements.

1.13 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.

1.14 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.


1.15 FASTENINGS - EQUIPMENT

.1 Use fastenings of standard commercial sizes and patterns with material and finish suitable for service.

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

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

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

1.16 PROTECTION OF WORK IN PROGRESS

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

1.17 EXISTING UTILITIES

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

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

.3 For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

END OF SECTION

Oliver Parks & Recreation Society Section 01 73 03 Community Center Office Renovation EXECUTION Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SUBMITTALS

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

1.2 EXAMINATION

.1 Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions.

.2 Verify that existing substrate is capable of structural support or attachment of new Work being applied or attached.

.3 Verify that utility services are available, of the correct characteristics, and in the correct locations.

.4 Set out the work and provide the trades with the levels and dimensions required to relate their work to other parts of the work.

.5 Failure to examine the site and premises will in no way relieve the Contractor from the necessity of furnishing any products or performing any work that may be required to complete the Work in accordance with the drawings and specifications without additional cost to the Owner.

1.3 PREPARATION

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

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

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

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

.5 Provide protection from elements for areas which may be exposed by uncovering work.

.6 Clean substrate surfaces prior to applying next material or substance.

.7 Seal cracks or openings of substrate prior to applying next material or substance.

.8 Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

1.4 EXECUTION

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

.2 Provide openings in non-structural elements of Work for penetrations of mechanical and electrical Work.

.3 Restore work with new products in accordance with requirements of Contract Documents.

.4 At penetration of fire rated wall, completely seal voids with fire stopping material, full thickness of the construction element.

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.5 Refinish surfaces to match adjacent finishes: For continuous surfaces refinish to nearest

intersection; for an assembly, refinish entire unit.

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

1.5 CUTTING AND PATCHING

.1 Complete cutting and remedial work in accordance with General Condition 3.12.

.2 Employ skilled and experienced installer to perform cutting and patching.

.3 Submit written request in advance of cutting or altering elements which affect: .1 Structural integrity of element. .2 Integrity of weather-exposed or moisture-resistant elements. .3 Efficiency, maintenance, or safety of element. .4 Visual qualities of sight exposed elements.

.4 Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit.

.5 Identify hazardous substances or conditions exposed during the Work to the Consultant for decision or remedy.

.6 Break into existing utilities, services and other areas of work as required to make proper connections and terminations to existing; patch and make good existing work that may be damaged through work of this Contract and reasonably match new to existing in all respects; use extreme care when breaking into existing work as some services may not be shown or defined.

.7 Provide all demolitions and alterations. Furnish as and where shown on the Drawings and as required by work of the Contract, any and all work to demolish, alter, adapt, build in, cut, patch and make good to reasonably match existing. If damage occurs in portions of building that are to remain do repair work only with consultation of Consultant.

.8 Be responsible for all adaptations, cutting, fitting, and making good which may be required to make the various parts of the Work fit together properly; do cutting and making good in a clean and careful manner.

.9 Make good and reinstate all finishes in existing building which are required to be altered, including the necessary patching, cutting, filling, furring, blocking, framing, matching, replacing, extending; including glazing, ceiling, floor and wall work, and reinstatement of fixtures, equipment, etc., to make new and existing work come together completely.

.10 The Contractor shall be responsible for removing and reinstalling all materials to facilitate the work on other floors. Contractor shall coordinate the work with the Owner.

END OF SECTION

Oliver Parks & Recreation Society Section 00 01 07 Community Center Office Renovation CLOSEOUT PROCEDURES Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 INSPECTION AND DECLARATION

.1 Request Consultant reviews prior to concealment of partitions/ceilings, and at Substantial Completion. Deficiencies will be reviewed through Contractor provided photographs.

.2 Final Review: when items noted above are completed, request final review of Work by Consultant. If Work is deemed incomplete by Consultant, complete outstanding items and request re-review.

.3 Declaration of Substantial Performance: when all life-safety requirements are met and Consultant considers deficiencies and defects have been corrected and it appears requirements of Contract have been substantially performed, make application for Certificate of Completion. Refer to CCDC 2, General Conditions Article for specifics to application.

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

.5 Final Payment: When Consultant considers final deficiencies and defects have been corrected and it appears requirements of Contract have been totally performed, make application for final payment. Refer to CCDC 2. If Work is deemed incomplete by Consultant, complete outstanding items and request re-inspection.

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

END OF SECTION

Oliver Parks & Recreation Society Section 01 78 00 Community Center Office Renovation CLOSEOUT SUBMITTALS Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SUBMISSION

.1 Prior to Substantial Performance of the Work, submit to the Consultant, one final electronic and hard copy of operating and maintenance manuals in English.

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

.3 Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.

.4 Any outstanding deficiencies encountered after occupancy and during the guarantee period shall be rectified as specified under the Contract Documents and after review by Consultant.

.5 Performance Assurance: submit all warranties/guarantees, affidavits, maintenance manuals.

.6 Attend "end-of-work" testing, commissioning, and break-in or start-up demonstrations.

.7 Review and testing reports to verify conformance to the intent of the Documents and that changes, repairs, or replacements have been completed.

.8 Submit required documentation such as statutory declarations, Workers' Compensation certificates, warranties, certificates of approval or acceptance from regulating bodies.

1.2 FORMAT

.1 Organize data in the form of an instructional manual in both hardcopy and electronic format. Provide two copies of binders and PDF files.

.2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm with spine and face pockets.

.3 When multiple binders are used, correlate data into related consistent groupings. Identify contents of each binder on spine.

.4 Cover: Identify each binder with type or printed title 'Project Record Documents'; list title of project and identify subject matter of contents.

.5 Arrange content by systems, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment.

.7 Text: Manufacturer's printed data, or typewritten data.

.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

1.3 CONTENTS - EACH VOLUME

.1 Table of Contents: provide title of project; .1 date of submission; names, .2 schedule of products and systems, indexed to content of volume.

.2 For each product or system:


.1 list names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts.

.3 Drawings: supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.

.4 Typewritten Text: as required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01 45 00 - Quality Control.

1.4 EQUIPMENT AND SYSTEMS

.1 Each Item of Equipment and Each System: include description of unit or system, and component parts. Give function, normal operation characteristics, and limiting conditions.

.2 Operating Procedures: include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

.3 Maintenance Requirements: include routine procedures and guide for trouble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

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

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

.6 Include sequence of operation by controls manufacturer.

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

.8 Additional requirements: As specified in individual specification sections.

1.5 SPECIAL TOOLS

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

.2 Deliver to site; place and store.

1.6 WARRANTIES AND BONDS

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

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

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

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

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

.6 Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers.

.7 Include warranties in Operation and Maintenance Data binders.


.8 The Contractor shall provide ongoing review, inspection and attendance to building call back, and maintenance, and repair problems during the warranty periods.

END OF SECTION

Oliver Parks & Recreation Society Section 01 79 00 Community Center Office Renovation DEMONSTRATION AND TRAINING Thinkspace Project No. 18688 Page 1 of 1 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 DESCRIPTION

.1 Demonstrate scheduled operation and maintenance of equipment and systems to Owner's personnel prior to date of substantial performance. Coordinate time with Owner

1.2 DEMONSTRATION AND INSTRUCTIONS

.1 Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, and maintenance of each item of equipment at scheduled times, at the equipment location.

.2 Review contents of manual in detail to explain all aspects of operation and maintenance.

.3 Prepare and insert additional data in operations and maintenance manuals when the need for additional data becomes apparent during instructions.

1.3 STARTING SYSTEMS

.1 Coordinate schedule for start-up of various equipment and systems.

.2 Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

.3 Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

.4 Verify that wiring and support components for equipment are complete and tested.

.5 Execute start-up under supervision of applicable Contractors' personnel in accordance with manufacturers' instructions.

.6 When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

END OF SECTION

Oliver Parks & Recreation Society Section 01 91 00 Community Center Office Renovation COMMISSIONING Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 QUALITY ASSURANCE

.1 Testing organization: current member in good standing of AABC certified to perform specified services.

.2 Comply with applicable procedures and standards of the certification sponsoring association.

.3 Perform services under direction of supervisor qualified under certification requirements of sponsoring association.

1.2 REFERENCES

.1 Associated Air Balance Council (AABC): National Standards For Field Measurements and Instrumentation, Total Systems Balance, Air Distribution-Hydronics Systems.

1.3 SUBMITTALS

.1 Prior to start of Work, submit name of organization proposed to perform services. Designate who has managerial responsibilities for coordination of entire testing, adjusting and balancing.

.2 Submit final reports and reports of testing, adjusting, and balancing postponed due to seasonal, climatic, occupancy, or other reasons beyond Contractor's control, promptly after execution of those services.

1.4 PROCEDURES - GENERAL

.1 Comply with procedural standards of certifying association under whose standard services will be performed.

.2 Notify Engineer five (5) working days prior to beginning of operations.

.3 Accurately record data for each step.

.4 Report to Engineer any deficiencies or defects noted during performance of services.

1.5 FINAL REPORTS

.1 Organization having managerial responsibility shall make reports.

.2 Ensure each form bears signature of recorder, and that of supervisor of reporting organization.

.3 Identify each instrument used, and latest date of calibration of each.

1.6 PREPARATION

.1 Verify systems installation is complete and in continuous operation.

.2 Verify lighting is turned on when lighting is included in cooling load.

1.7 EXECUTION

.1 Test equipment, balance distribution systems, and adjust devices for HVAC systems.

.2 Test hydronic systems, adjust and record liquid flow at each piece of equipment.

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1.8 TESTING, ADJUSTING AND BALANCING

.1 Refer to the Mechanical Divisions of the Work for specific requirements.

.2 The commissioning of the Mechanical Systems shall be carried out and completed before the issuance of the Certificate of Substantial Performance.

.3 The Contractor will appoint, employ, and pay for services of an independent firm to perform testing, adjusting, and balancing. The contractor shall attend “end-of-work” testing and break-in or start-up demonstrations.

.4 Reports will be submitted by the independent firm to the Consultant indicating observations and results of tests and indicating compliance or non-compliance with the requirements of the Contract Documents.

1.9 SCHEDULE OF SYSTEMS REQUIRING TESTING, ADJUSTING, AND BALANCING SERVICES

.1 Refer to Mechanical.

END OF SECTION

Oliver Parks & Recreation Society Section 02 41 19 Community Center Office Renovation SELECTIVE STRUCTURE DEMOLITION Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES

.1 Canadian Standards Association (CSA International). .1 CSA S350-(R1998), Code of Practice for Safety in Demolition of Structures.

1.2 SITE CONDITIONS

.1 Existing Conditions. .1 Should materials resembling spray or trowel applied asbestos or other substance be

encountered in course of deconstruction, stop work, take preventative measures, and notify Consultant immediately. Do not proceed until written instructions have been received.

.2 Protection. .1 Prevent movement, settlement or damage of structure and services. Repair damage

caused by deconstruction as directed by Consultant. .2 Support affected structures and, if safety of structure being deconstructed or

services appears to be endangered, take preventative measures. Cease operations and immediately notify Consultant.

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

Part 2 Products

2.1 EQUIPMENT

.1 Use water efficient wetting equipment/attachments when minimizing dust.

.2 Demonstrate that tools are being used in manner which allows for materials to remain to be in best condition possible.

Part 3 Execution

3.1 PREPARATION

.1 Disconnect electrical, telephone and communication service lines in the area of renovation to be deconstructed. Post warning signs on electrical lines and equipment which must remain energized to serve other products during period of demolition.

.2 Do not disrupt active or energized utilities designated to remain undisturbed.

.3 Disconnect and cap designated mechanical services.

3.2 DISASSEMBLY

.1 Materials removed from designated structure are property of Contractor.

.2 Throughout course of deconstruction pay close attention to connections and material assemblies. Employ workmanship procedures which minimize damage to materials and equipment.

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.3 Ensure workers and subcontractors are briefed to carry out work in accordance with appropriate deconstruction techniques.

.4 Deconstruct in accordance with CSA S350 and other applicable safety standards.

.5 Maintain structural integrity of structure.

.6 Systematically remove finishes, furnishings, and mechanical and electrical equipment as indicated in the Contract Documents.

.7 Carefully remove windows and doors from structure.

3.3 REMOVAL FROM SITE

.1 Transport and dispose material designated for alternate disposal to facilities in accordance with applicable regulations.

.2 Dispose of materials not designated for alternate disposal in accordance with applicable regulations.

3.4 CLEANING AND RESTORATION

.1 Keep site clean and organized throughout deconstruction.

.2 Upon completion of project, remove debris, trim surfaces and leave work site clean.

.3 Upon completion of project, reinstate areas affected by Work to condition which existed prior to beginning of Work.

END OF SECTION

Oliver Parks & Recreation Society Section 06 10 00 Community Center Office Renovation ROUGH CARPENTRY Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General


.1 Proceed in accordance with the current edition of the following: .1 National Lumber Grades Authority Standard Grading Rules for Canadian

Lumber.

1.2 EXAMINATION

.1 Inform Consultant before covering any rough carpentry to allow inspection.

Part 2 Products

2.1 LUMBER MATERIAL

.1 Lumber: unless specified otherwise, softwood, S4S, in accordance with following standards:

.1 CSA-O141.

.2 NLGA Standard Grading Rules for Canadian Lumber.

.2 Furring, blocking, nailing strips, and grounds: .1 Board sizes: "Standard" or better grade. .2 Dimension sizes: "Standard" light framing or better grade.

2.2 PANEL MATERIALS

.1 Douglas fir plywood (DFP): to CSA O121, standard construction.

2.3 ACCESSORIES

.1 Nails, spikes and staples: to CSA B111.

.2 Bolts: 12.5 mm diameter unless indicated otherwise, complete with nuts and washers.

.3 Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead or inorganic fibre plugs, explosive actuated fastening devices, recommended for purpose by manufacturer.

2.4 FINISHES

.1 Galvanizing: to CAN/CSA-G164, use galvanized fasteners for all interior work.

Part 3 Execution

3.1 INSTALLATION

.1 Install blocking as required to space-out and support grab bars, accessories, wall and ceiling finishes and other work as required.

.2 Align and plumb faces of furring and blocking to tolerance of 1:600.

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3.2 ERECTION

.1 Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity.

.2 Countersink bolts where necessary to provide clearance for other work.

END OF SECTION

Oliver Parks & Recreation Society Section 06 40 00 Community Center Office Renovation ARCHITECTURAL WOODWORK Thinkspace Project No. 18688 Page 1 of 4 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SUMMARY

.1 Section Includes: .1 Plastic Laminate Casework. .2 Plastic Laminate Countertops. .3 Hardware typically furnished by casework manufacturer. .4 Shelving. .5 Factory finishing.


Proceed in accordance with the current edition of the following:

.1 North American Architectural Woodwork Standards .1 Architectural Woodwork Manufactures Association of Canada (AWMAC)

1.3 ACTION AND INFORMATIONAL SUBMITTALS

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

.2 Shop Drawings: .1 Submit shop drawings conforming to AWMAC's Standards. .2 Indicate details of construction, profiles, jointing, fastening and other related details. .3 Indicate materials, thicknesses, finishes and hardware. .4 Indicate locations of service outlets in casework, typical and special installation

conditions, and connections, attachments, anchorage and location of exposed fastenings.


.1 Provide the owner with a two (2) year maintenance bond, in lieu of the AWMAC Guarantee Certificate, to the full value of architectural woodwork contract.

.2 Woodwork Manufacturer Qualifications: .1 Minimum 5 years of production experience similar to this project, whose qualifications

indicate ability to comply with requirements of this Section.

1.5 PRE-INSTALLATION MEETING

.1 Before framing completed hold a meeting with the contractor, casework manufacturer, casework installer, and framing sub-contractor. .1 Review locations of backing required for casework installation as shown on casework

shop drawings. .2 Review method of attachment for backing to wall system.

1.6 DELIVERY STORAGE AND HANDLING

.1 Deliver materials only when project ready for installation and clean storage area provided. .1 Delivery of architectural millwork made only when area of operation enclosed, plaster

and concrete work dry and area broom clean.


.2 Maintain indoor temperature and humidity within range recommended by AWMAC's

Standards for location of project.

.2 Storage and Handling Requirements: .1 Store materials off ground indoors in dry location and in accordance with

manufacturer's recommendations in clean, dry, well-ventilated area. .2 Store and protect architectural woodwork from damage. .3 Replace defective or damaged materials with new.

Part 2 Products

2.1 GENERAL

.1 Components, materials, fabrication and methods of construction to meet requirements of AWMAC's Standards Custom Grade or better specified.

2.2 COMPONENTS

.1 Lumber: In accordance with AWMAC's Standards Grade specified for product being fabricated.

.2 Core: .1 MDF meeting requirements of AWMAC's Standards. .2 Veneer core plywood: hardwood with a non telegraphing grain manufactured with

exterior glue meeting requirements of AWMAC's Standards.

.3 Plastic Laminate: .1 Of NEMA LD-3 Grade required by AWMAC's Standards for its use. .2 High Pressure Decorative Laminate (HPDL), Grade HGL. .3 Cabinet Liner: type CLS. .4 Approved manufactures: Nevamar, Wilsonart, Arborite, Formica, Pionite. .5 Colour, pattern and texture to be selected by Consultant from manufactures standard

range.

.4 Edgeband .1 For Plastic Laminate Casework: PVC or ABS, 3 mm thick. .2 Colour, pattern and texture to be selected by Consultant from manufactures standard

range.

.5 Adhesives: Type II (water resistant).

.6 Hardware: .1 Unless otherwise specified: All-metal construction, meeting or exceeding requirements

of AWMAC's Standards for grade specified .2 Pulls: Stainless steel, full width of drawer, satin finish, model 9440 series or similar,

manufactured by Marathon Fasteners and Hardware. .3 Drawer Guides: full extension heavy-duty, galvanized steel construction, soft close, ball

bearings separating track, meeting requirements of AWMAC's Standards for type and size of drawer.

.4 Hinges: Concealed European style Grade II, soft close, minimum 107º opening.


.5 Shelf Supports: Adjustable, recessed shelve support with seismic clip screw.

2.3 FABRICATION

.1 Plastic Laminate Casework: .1 Cabinet and door interface: flush overlay. .2 Exposed Surfaces: High Pressure Decorative Laminate (HPDL), color, finish and pattern

direction meeting requirements of AWMAC's Standards for Grade specified. .3 Exposed interior surfaces: HPDL matching exposed surfaces. .4 Semi-exposed surfaces: cabinet liner. .5 Allow for one (1) colour. .6 Edgeband: PVC.

.1 Seamless, edgeband at doors, drawer fronts, and false fronts.

.2 Apply edgeband after plastic laminate finish.

.3 Allow for one (1) colour.

.2 Drawers: .1 Sides: Particle board with melamine surfaces. .2 Bottoms: Hardwood plywood of same species as drawer sides. .3 Joinery: Meeting requirements of AWMAC's Standards for Grade specified.

.3 Laminated Plastic Countertops: .1 Kitchen: Fully formed with coved splash.

.1 Back splashes: 100 mm high

.2 Top of splash: Waterfall with scribe

.3 Deck at splash: Coved

.4 Front Edge: Full round.

.5 Allow for one (1) colour.

.4 Factory Finishing .1 Grade: AWMAC's Standards Custom Grade.

Part 3 Execution

3.1 EXAMINATION

.1 Verify mechanical, electrical, plumbing, HVAC and other building components, affecting work in this Section are in place and ready.

3.2 INSTALLATION

.1 Install work in conformance with AWMAC's Standards.

.2 Secure all work in place, square, plumb, and level.

.3 Fit and scribe work abutting other building components.

.4 Countersink mechanical fasteners used at exposed and semi-exposed surfaces, excluding installation attachment screws and those securing cabinets end to end.


.5 Cut equipment cutouts shown on plans using templates provided.

3.3 ADJUSTING & TOUCH UP

.1 Adjust all moving and operating parts to function smoothly and correctly.

.2 Fill and retouch all nicks, chips and scratches. Replace all un-repairable damaged items.

3.4 CLEANING

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

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

3.5 PROTECTION

.1 Protect installed products and components from damage during construction.

.2 Repair or replace damage to adjacent materials caused by work of this section.

END OF SECTION

Oliver Parks & Recreation Society Section 07 13 00 Community Center Office Renovation SHEET WATERPROOFING Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 RELATED WORK

.1 Section 07 62 00 Sheet Metal Flashing and Trim

1.2 PERFORMANCE REQUIREMENTS

.1 Install weather barriers membrane system to perform as a continuous Class A-1 weather barrier with a water resistive drainage plane flashed to discharge to the exterior any incidental condensation or water penetration.

.2 Install system to accommodate movements of building elements and materials.

.3 Provide continuity of air seal materials and assemblies in conjunction with materials described in related sections.

1.3 QUALITY ASSURANCE AND ENVIRONMENTAL MANAGEMENT

.1 Supply weather membrane components and accessories from one membrane manufacturer to ensure total system compatibility and integrity.

.2 Manufacturing facilities of weather barrier products to be ISO certified.

Part 2 Products

2.1 SHEET WATERPROOFING

.1 Self-adhesive membrane composed of SBS modified bitumen and tri-laminated woven polyethylene facer. Underface covered with silicone release film. Available in “Summer Grade” for applications between 10°C to 50°C and in “Winter Grade” for applications between at -10°C to 10°C.

.2 Properties: .1 Thickness: 1.0 mm .2 Tensile strength (kN/m): (MD) = 13.1 - (XD) = 9.6 .3 Ultimate elongation (%): (MD) = 40.0 - (XD) = 25.0 .4 Air permeability, 75 Pa (L/sec. m²): < 0.0005 .5 Air leakage resistance: Pass .6 Air leakage rate classification (CAN/ULC S742): A1 .7 Water vapour permeability (perm): < 0.037 .8 Static puncture (N): 575 .9 Tear resistance (N): (MD) = 535 - (XD) = 245 .10 Lap adhesion (N/m): 2100

.3 Specified product: SOPRASEAL STICK 1100 T by SOPREMA or approved equal.

2.2 ACCESSORY MATERIALS

.1 Primer for self-adhesive membranes: .1 Solvent based, Zero VOC, synthetic polymers primer with adhesive enhancing resins

for adhesion of self-adhesive membranes.


.2 Specified product: ELASTOCOL STICK ZERO by SOPREMA or compatible approved

equal.

.2 Tapes around wall openings and penetrations: .1 Self-adhesive membrane composed of SBS modified bitumen and a white tri-

laminated woven polyethylene facer. Underface covered with silicone release film. .2 Specified product: SOPRASEAL STICK 1100 T in pre-cut rolls by SOPREMA or

compatible approved equal.

.3 Termination sealant: .1 SBS modified bitumen, solvent based sealing compound for detailing around

junctions and penetrations of membrane. Intended for applications temperatures above -10 degrees Celsius.

.2 Specified product: SOPRAMASTIC by SOPREMA or compatible approved equal.

Part 3 Execution

3.1 EXAMINATION AND PREPARATION OF SURFACES

.1 Complete examination and preparation by ensuring that the following conditions are met: Surfaces to 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 Do not proceed with application of liquid air barrier accessories when rain or frost is expected within 24 hours.

.3 Sheathing boards substrate gaps larger than 6 mm need solid backing.

3.2 WEATHER BARRIER MEMBRANE INSTALLATION

.1 Select the proper product according to temperatures during application.

.2 Prime surfaces as per manufacturer`s instructions. Primed surfaces not covered the same day must be re-primed.

.3 Apply self-adhesive weather barrier membrane complete and continuous to prepared and primed substrate in an overlapping shingle method. Stagger vertical joints.

.4 Install the membrane onto the primed surface by peeling back the release film and rolling the membrane onto the surface. Align and position self-adhesive membrane, remove protective film and press firmly into place. Provide minimum 50 mm lap to all substrates.

.5 Roll membrane with a neoprene roller to ensure positive contact.

.6 At the end of each day work seal the top edge of the membrane where it meets the substrate with termination sealant. Trowel apply a feathered edge to seal termination and shed water.

3.3 MEMBRANE INSTALLATION AT OPENINGS (Windows, doors, etc.)

.1 Place specified self-adhesive flashing membrane across window sills. Pre-treat inside corners with a gusset. Install membrane and end dam terminations, seal cuts and terminations with termination sealant.


.2 Wrap jamb of rough openings with specified self-adhesive air barrier flashing membrane

as detailed.

.3 Extend specified self-adhesive air barrier flashing membrane into rough window openings sufficient to provide a connection to window thermal break.

.4 Prime surfaces as per manufacturers’ instructions and allow to dry.

.5 Align and position self-adhesive flashing membrane, remove protective film and press firmly into place.

.6 Ensure minimum 50 mm overlap at all side laps and minimum 50 mm overlap at all end laps of membrane.

.7 Roll all laps and membrane with a neoprene roller to ensure positive contact.

.8 Applied to junctions, window frames, door frames, endings, and on the perimeter of the building, receiving a sprayed insulation, should be mechanically fastened to the substrate with a termination bar.

3.4 APPLICATION OF TERMINATION SEALANT

.1 Apply termination sealant along the leading edge of the termination and cuts.

.2 Trowel apply termination sealant over area and feather out to shed water.

3.5 PROTECTION

.1 Do not inhibit damp substrates from drying out. Do not expose the backside of the substrate to moisture or rain.

.2 Cap and protect exposed back-up walls against wet weather conditions during and after application of membrane, including wall openings and construction activity above completed air barrier installations. Protect air barrier membrane from damage and inclement weather during the construction phase.

.3 Air/vapour barrier membrane is not designed for permanent exposure.

.4 Good practice calls for covering as soon as practical.

.5 Special consideration must be given to the exposed un-insulated membrane during winter months of construction so as to avoid the risk of condensation.

END OF SECTION

Oliver Parks & Recreation Society Section 07 62 00 Community Center Office Renovation SHEET METAL FLASHING AND TRIM Thinkspace Project No. 18688 Page 1 of 4 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 RELATED REQUIREMENTS

.1 Section 07 13 00 Sheet Waterproofing

1.2 REFERENCES


.1 Roofing Contractors Association of BC (RCABC) Roofing Practices Manual.

.2 Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA). .1 Architectural Sheet Metal Quality Assurance Guide. .2 Architectural Sheet Metal Manual.

.3 ASTM A653/A653M-09 – Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

.4 ASTM A792/A792M-10 – Standard Specification for Steel Sheet, 55% Aluminum-Zinc Allow-Coated by Hot-Dip Process.

.5 CSA B111 - Wire Nails, Spikes, and Staples.


.1 Qualifications: .1 Applicator: company specializing in performing work of this section.

1.4 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common Product Requirements and with manufacturer's written instructions.

.2 Waste Management.

Part 2 Products

2.1 SHEET METAL MATERIALS

.1 Prefinished Sheet Material: .1 Minimum CSSBI/MGS 0.610 mm (24 gauge), design (nominal) base thickness. .2 Zinc coated sheet, commercial grade A to ASTM A653M or ‘Galvalume Plus”

aluminum zinc alloy coated to ASTM A792M both sides. .3 Profile as detailed.

.2 Finish coating: .1 Pre-finished, one side. .2 Kynar 500, Hylar 5000 PVDF or WeatherXL finish. .3 Allow for three colours.

2.2 ACCESSORIES

.1 Flashing Support:


.1 Minimum CSSBI/MGS 1.651 mm (16 gauge), design (nominal) base thickness. .2 Zinc coated sheet, commercial grade A to ASTM A653M or ‘Galvalume Plus”

aluminum zinc alloy coated to ASTM A792M both sides. .3 Profile as detailed.

.2 Isolation coating: alkali resistant bituminous paint.

.3 Plastic cement: to CAN/CGSB 37.5. .1 Maximum VOC limit 50 g/L.

.4 Underlay for horizontal surfaces under metal cap flashings: .1 Insulation Overlay Board: as used in the field of the roof and as specified. .2 Membrane: 2-ply modified bitumen roofing, or self-adhered, high temperature

membrane as recommended by manufacturer with compatible primers and sealants as required.

.5 Sealants: one part polysulfide to 19_GP_13, colour to match adjacent surface. .1 Maximum VOC limit 50 g/L.

.6 Cleats: of same material, and temper as sheet metal, minimum 50 mm wide. Thickness same as sheet metal being secured.

.7 Fasteners: of same material as sheet metal, to CSA B111, ring thread flat head roofing nails of length and thickness suitable for metal flashing application. .1 For aluminum sheet: Type S, self drilling, self tapping framing screws, stainless steel

with carbide head, an as instructed by manufacturer to suit application.

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

.9 Solder: to ASTM B32, 50% tin and 50% lead.

.10 Flux: rosin, cut hydrochloric acid, or commercial preparation suitable for materials to be soldered.

.11 Waterproof membrane: Self adhesive membrane to Section 07 27 00 Air Barriers - Descriptive or Proprietary requirements.

.12 Touch-up paint: as recommended by prefinished material manufacturer. .1 Maximum VOC limit 50 g/L to Standard GS-11.

2.3 FABRICATION

.1 Fabricate metal flashings and other sheet metal work in accordance with applicable RCABC and SMACNA details and specifications.

.2 Install sheet metal working accordance with applicable RCABC specifications.

.3 Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance.

.4 Form sections to maximum 2438 mm lengths using one (1) piece for each flashing section. Make allowance for expansion at joints.

.5 Use flat-lock folded seams for all joints and splices of thru-cavity flashings. If all surfaces of flashings are sloped greater than 3:1, S-lock may be used.


.6 Use standing seams for all corner joints and splices for cap flashings. Flatlock or S-pocket

joints to be used where cap flashings are accessible to occupants.

.7 Hem exposed edges on underside 12 mm; mitre and seal corners with sealant.

.8 Ends of thru-cavity flashing to have 12 mm folded upturn, creating an end dam. Cutting and caulking of upturns will not be accepted.

.9 Metal and Aluminum flashing shall be formed on a bending brake with shaping trimmed. Hand seaming shall be done on a bench, as far as practicable, with proper sheet metal working tools. Angles of bends and folds for interlocking metal shall be made with full regard to expansion and contraction to avoid buckling and damage to metal.

.10 Apply isolation coating to metal surfaces to be embedded in concrete or mortar.

Part 3 Execution

3.1 INSTALLATION

.1 General: .1 Install sheet metal working accordance with applicable RCABC specifications. .2 Use concealed fastenings throughout, except where approved by the Consultant

prior to start of the work. .3 Provide underlay beneath sheet metal as detailed with an insulation overlay board,

mechanically fastened in place with continuous cleats.

.2 Metal and Aluminum flashings: .1 Form flashings, copings and as required to complement and finish membrane –

roofing and wall systems. .2 Secure metal flashing with continuous cleats fastened at 305 mm o/c. Use fasteners

of sufficient length to penetrate at least 25 mm into substrate. .3 Isolate aluminum from dissimilar metal, as required to prevent galvanic action.

.3 Counter flashings: .1 Install metal counter flashings as soon as possible after membrane flashings are in

place and reviewed by the Consultant. .2 Counter flashing shall have crimped bottom edge, stiffening break and shall extend

at least 406 mm up verticals or as detailed and extend down to horizontal plane of roof surface.

.3 Where detailed turn top edge of flashing into walls and friction fit pins into reglet and caulk at joint to wall.

.4 Secure sections in S-pocket joints and allow sufficient tolerance for expansion and contraction between each piece.

.5 Secure metal counter flashing a minimum of 305 mm above roof membrane or as detailed. Use fasteners of sufficient length to penetrate at least 25mm into substrate.

.4 Cap flashings: .1 Supply and install continuous metal cleats, secure at 305 mm o.c. maximum of 50

mm above drip edge, with fastener of sufficient length to penetrate a minimum of 25 mm into the substrate.


.2 Form cap flashings to profiles as shown on the detail drawings and ensure positive

drainage to the interior (roof surface) areas.

3.2 CLEANING AND WASTE MANAGEMENT

.1 Remove undue grime and dirt from flashing materials by dry wiping as the material is installed.

.2 Remove all excess solder and sealants with recommended solvent.

.3 Wipe off all hand prints, smudges, and other superficial stains.

.4 Remove and replace all dented and damaged materials.

.5 At completion of the work, remove any excess materials, debris and equipment pertaining to the work, from the site.

END OF SECTION

Oliver Parks & Recreation Society Section 07 84 00 Community Center Office Renovation FIRE STOPPING Thinkspace Project No. 18688 Page 1 of 3 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General


.1 Section 06 10 00 Rough Carpentry

.2 Section 09 21 16 Gypsum Board Assemblies

.3 Mechanical

1.2 REFERENCES


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

.2 ASTM E841, Standard Test Method for Fire Test of Penetration Firestop Systems.

.3 UL 1479, Standard for Fire Test of Penetration Firestops.

1.3 GENERAL

.1 Fire stopping is required wherever piping, tubing, ducts, wiring conduits, or electrical outlet boxes penetrate a fire separation, whether specifically indicated on the drawings or not including: .1 Fire stopping is required at termination, intersection and penetration of rated wall and

floor construction: .1 At framing members. .2 At Mechanical and Electrical services. .3 At floors and roofs including deflection joints. .4 At walls and other abutting assemblies.

.2 Install U.L. certified fire resistant sealant at the top of all partitions where a fire resistance rating is required to the partition or underside of deck.

.3 Refer to drawings for locations of fire separations and fire resistance ratings.

1.4 ACTION AND INFORMAL SUBMITTALS


.2 Submit Product Data: Manufacturer's specifications and technical data for each material including the composition and limitations, documentation of ULC or cUL firestop systems to be used and manufacturer's installation instructions.

.3 Submit specific material and application details as applicable to each situation.


.1 Engage an experienced Installer who is certified, licensed, or otherwise qualified by the firestopping manufacturer as having the necessary training to install manufacture’s products per specified requirements.

.2 Installer shall have not less than 3 years experience with fire stop installation.


Part 2 Products

2.1 MATERIALS

.1 Fire stopping and smoke seal systems: in accordance with CAN-ULC-S115. .1 Asbestos-free materials and systems capable of maintaining effective barrier against

flame, smoke and gases in compliance with requirements of CAN/ULC-S115 and not to exceed opening sizes for which they are intended.

.2 Fire stop system rating: FT.

.2 Service penetration assemblies: systems tested to CAN-ULC-S115.

.3 Service penetration fire stop components: certified by test laboratory to CAN-ULC-S115.

.4 Fire-resistance rating of installed fire stopping assembly in accordance with NBC.

.5 Fire stopping and smoke seals at openings intended for ease of re-entry such as cables: elastomeric seal.

.6 Fire stopping and smoke seals at openings around penetrations for pipes, ductwork and other mechanical items requiring sound and vibration control: elastomeric seal.

.7 Primers: to manufacturer's recommendation for specific material, substrate, and end use.

.8 Water (if applicable): potable, clean and free from injurious amounts of deleterious substances.

.9 Damming and backup materials, supports and anchoring devices: to manufacturer's recommendations, and in accordance with tested assembly being installed as acceptable to authorities having jurisdiction.

.10 Sealants for vertical joints: non-sagging.

Part 3 Execution


.1 Compliance: comply with manufacturer's written recommendations or specifications, including product technical bulletins, handling, storage and installation instructions, and datasheets.

3.2 PREPARATION

.1 Examine sizes and conditions of voids to be filled to establish correct thicknesses and installation of materials.

.2 Ensure that substrates and surfaces are clean, dry and frost free.

.3 Prepare surfaces in contact with fire stopping materials and smoke seals to manufacturer's instructions.

.4 Maintain insulation around pipes and ducts penetrating fire separation.

.5 Mask where necessary to avoid spillage and over coating onto adjoining surfaces; remove stains on adjacent surfaces.


3.3 INSTALLATION

.1 Install fire stopping and smoke seal material and components in accordance with manufacturer's certified tested system listing.

.2 Seal holes or voids made by through penetrations, poke-through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained.

.3 Provide temporary forming as required and remove forming only after materials have gained sufficient strength and after initial curing.

.4 Tool or trowel exposed surfaces to neat finish.

.5 Remove excess compound promptly as work progresses and upon completion.

3.4 FIELD QUALITY CONTROL

.1 Inspections: notify Consultant when ready for inspection and prior to concealing or enclosing fire stopping materials and service penetration assemblies.

END OF SECTION

Oliver Parks & Recreation Society Section 07 92 00 Community Center Office Renovation JOINT SEALANTS Thinkspace Project No. 18688 Page 1 of 3 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SITE CONDITIONS

.1 Joint-Width Conditions: .1 Proceed with installation of joint sealants only where joint widths are more than those

allowed by joint sealant manufacturer for applications indicated.

.2 Joint-Substrate Conditions: .1 Proceed with installation of joint sealants only after contaminants capable of

interfering with adhesion are removed from joint substrates.

Part 2 Products

2.1 SEALANT MATERIALS

.1 Do not use caulking that emits strong odours, contains toxic chemicals or is not certified as mould resistant in air handling units.

.2 When low toxicity caulks are not possible, confine usage to areas which off gas to exterior, are contained behind air barriers, or are applied several months before occupancy to maximize off gas time.

.3 Where sealants are qualified with primers use only these primers.

2.2 SEALANT MATERIAL DESIGNATIONS

.1 Type 1: Mildew resistant, one component neutral cure silicone sealant. Meeting the specified requirements of specification CGSB-19GP22M. Tremsil 600 by Tremco Ltd. Use on fixtures and vanity tops (white at white fixtures, clear elsewhere), between glazed tiles, junction of washroom fixtures to floors, junction of vanities to walls and between finished resilient base and door frames.

.2 Type 2: One component, paintable acrylic latex sealant. Meeting the specified requirements of specification CGSB-19-GP-17M. Tremflex 834 by Tremco Ltd. Use in interior non-moving joints that may be painted.

.3 Colours of sealants to be selected by the Consultant from the range of manufacturer’s standard colours.

2.3 JOINT CLEANER

.1 Non-corrosive and non-staining type, compatible with joint forming materials and sealant in accordance with sealant manufacturer's written recommendations.

.2 Primer: in accordance with sealant manufacturer's written recommendations.

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify that conditions of substrate previously installed under other Sections or Contracts are acceptable for joint sealants installation in accordance with manufacturer's written instructions.


.1 Visually inspect substrate. .2 Proceed with installation only after unacceptable conditions have been remedied.

3.2 SURFACE PREPARATION

.1 Examine joint sizes and conditions to establish correct depth to width relationship for installation of backup materials and sealants.

.2 Clean bonding joint surfaces of harmful matter substances including dust, rust, oil grease, and other matter which may impair Work.

.3 Do not apply sealants to joint surfaces treated with sealer, curing compound, water repellent, or other coatings unless tests have been performed to ensure compatibility of materials. Remove coatings as required.

.4 Prepare surfaces in accordance with manufacturer's directions.

3.3 PRIMING

.1 Where necessary to prevent staining, mask adjacent surfaces prior to priming and caulking.

.2 Prime sides of joints in accordance with sealant manufacturer's instructions immediately prior to caulking.

3.4 BACKUP MATERIAL

.1 Apply bond breaker tape where required to manufacturer's instructions.

.2 Install joint filler to achieve correct joint depth and shape, with approximately 30% compression.

3.5 MIXING

.1 Mix materials in strict accordance with sealant manufacturer's instructions.

3.6 APPLICATION

.1 Sealant: .1 Apply sealant in accordance with manufacturer's written instructions. .2 Mask edges of joint where irregular surface or sensitive joint border exists to provide

neat joint. .3 Apply sealant in continuous beads. .4 Apply sealant using gun with proper size nozzle. .5 Use sufficient pressure to fill voids and joints solid. .6 Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air

pockets, embedded impurities. .7 Tool exposed surfaces before skinning begins to give slightly concave shape. .8 Remove excess compound promptly as work progresses and upon completion.

.2 Curing: .1 Cure sealants in accordance with sealant manufacturer's instructions. .2 Do not cover up sealants until proper curing has taken place.


END OF SECTION

Oliver Parks & Recreation Society Section 08 12 00 Community Center Office Renovation METAL FRAMES Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES


.1 CSDMA, Specifications for Commercial Steel Doors and Frames, 1990.



.2 Shop Drawings: .1 Indicate frame types, sizes, finish and cutouts. .2 Indicate each type of door, material, steel core thicknesses, mortises,

reinforcements, location of exposed fasteners, location of lead lining, openings, glazed, louvered, arrangement of hardware and fire rating and finishes.

.3 Indicate each type frame material, core thickness, reinforcements, location of anchors and exposed fastenings and reinforcing finishes.

.4 Include schedule identifying each unit, with door marks and numbers relating to numbering on drawings and door schedule.

.5 Coordinate installation requirements for door finish hardware and provide backing and rough-ins required.

1.3 CLOSEOUT SUBMITTALS

.1 The manufacturer shall guarantee product by written certification, for a period of two (2) years from date of certified substantial performance of the project, against any defects in design, materials and workmanship. Any defects as described will be made good by the manufacturer at no additional cost to the owner.

1.4 DELIVER, STORAGE, HANDLING AND PROTECTION

.1 Deliver, store, handle and protect materials in accordance with manufacturer's written instructions.

Part 2 Products

2.1 MATERIALS

.1 Hot dipped galvanized steel sheet: to ASTM A653M, ZF75, minimum base steel thickness in accordance with CSDMA Table 1 - Thickness for Component Parts.

.2 Reinforcement channel: to CSA G40.20/G40.21, Type 44W, coating designation to ASTM A653M, ZF75.

2.2 PRIMER

.1 Touch-up prime CAN/CGSB-1.181.


2.3 PAINT

.1 Spray apply paint to steel frames. Protect weather strips, gaskets and hardware from paint. Provide final finish shall be free of scratches or other blemishes.

2.4 ACCESSORIES

.1 Door silencers: single stud rubber/neoprene type.

.2 Metallic paste filler: to manufacturer's standard.

2.5 FRAMES FABRICATION GENERAL

.1 All frames shall be wrap around frames.

.2 Fabricate frames to profiles and maximum face sizes as indicated.

.3 1.6 mm welded type construction in new partitions.

.4 Blank, reinforce, drill and tap frames for mortised, templated hardware using templates provided by finish hardware supplier. Reinforce frames for surface mounted hardware.

.5 Prepare frame for door silencers, 3 for single door.

.6 Manufacturer's nameplates on frames and screens are not permitted.

.7 Conceal fastenings except where exposed fastenings are indicated.

.8 Provide factory-applied touch up primer at areas where zinc coating has been removed during fabrication.

2.6 FRAME ANCHORAGE

.1 Provide appropriate anchorage to floor and wall construction.

.2 Locate each wall anchor immediately above or below each hinge reinforcement on hinge jamb and directly opposite on strike jamb.

.3 Provide 2 anchors for rebate opening heights up to 1520 mm.

2.7 FRAMES: WELDED TYPE

.1 Welding in accordance with CSA W59.

.2 Accurately mitre or mechanically joint frame product and securely weld on inside of profile.

.3 Cope accurately and securely weld butt joints of mullions, transom bars, centre rails and sills.

.4 Grind welded joints and corners to a flat plane, fill with metallic paste and sand to uniform smooth finish.

.5 Securely attach floor anchors to inside of each jamb profile.

.6 Weld in 2 temporary jamb spreaders per frame to maintain proper alignment during shipment.


Part 3 Execution

3.1 INSTALLATION GENERAL

.1 Install frames to CSDMA Installation Guide.

3.2 FRAME INSTALLATION

.1 Set frames plumb, square, level and at correct elevation.

.2 Secure anchorages and connections to adjacent construction.

.3 Brace frames rigidly in position while building-in. Install temporary horizontal wood spreader at third points of door opening to maintain frame width. Remove temporary spreaders after frames are built-in.

.4 Install horizontal blocking equal to stud size at all door latch/lock points for three stud spaces.

.5 Install vertical blocking nested within stud space for anchor screw penetration and stud reinforcement.

.6 Make allowances for deflection of structure to ensure structural loads are not transmitted to frames.

3.3 FINISH REPAIRS

.1 Touch up with primer finishes damaged during installation.

.2 Fill exposed frame anchors and surfaces with imperfections with metallic paste filler and sand to a uniform smooth finish.

END OF SECTION

Oliver Parks & Recreation Society Section 08 14 10 Community Center Office Renovation FLUSH WOOD DOORS Thinkspace Project No. 18688 Page 1 of 2 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES


.1 CAN/CSA O132.2 Series-90, Wood Flush Doors.


.1 Submit Shop Drawings: .1 Indicate door types, identify door openings to include elevations, sizes, bevels,

undercuts, types, fire ratings, swings, machining specifications, core construction, lead sheet locations, finish and cutouts.

.2 Submit copy of manufacturer’s warranty.

Part 2 Products

2.1 WOOD FLUSH DOORS

.1 Construction: .1 Surface Material: Medium Density Overlay. .2 Crossbands: One piece High Density Fibreboard. .3 Vertical Edges: Full length hardwood-SCL Backer. .4 Horizontal Edges: Structural composite lumber. .5 Adhesive: Type I (waterproof) for interior doors. .6 Core construction: Wood-based particleboard. .7 Finish: Factory prime.

.2 Approved Product: Masonite Aspiro series or approved equal.

Part 3 Execution


.1 Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

3.2 DOOR INSTALLATION

.1 Unwrap and protect doors in accordance with CAN/CSA-O132.2 Series, Appendix A.

.2 Install doors and hardware in accordance with manufacturer's printed instructions and CAN/CSA-O132.2 Series, Appendix A.

.3 Adjust hardware for correct function.

.4 Provide even margins between doors and jambs and doors and finished floor and thresholds as follows. .1 Hinge side: 3.0 mm.

Oliver Parks & Recreation Society Section 08 14 10 Community Center Office Renovation FLUSH WOOD DOORS Thinkspace Project No. 18688 Page 2 of 2 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

.2 Latchside and head: 3.5 mm. .3 Finished floor, noncombustible sill and thresholds: 12 mm. .4 Finished floor, where undercuts are denoted: 19 mm.

.5 Adjust operable parts for correct function.

3.3 ADJUSTMENT

.1 Re-adjust doors and hardware just prior to completion of building to function freely and properly.

END OF SECTION

Oliver Parks & Recreation Society Section 08 42 13 Community Center Office Renovation ALUMINUM FRAMED ENTRANCES Thinkspace Project No. 18688 Page 1 of 4 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SUMMARY OF WORK

.1 This Section specifies glazed, thermally broken aluminum-framed storefronts and accessories.

1.2 ACTION AND INFORMATIONAL SUBMITTALS

.1 Submit manufacturer's installation instructions.

.2 Submit Shop Drawings: .1 Clearly indicate materials and use large scale details for all head jamb and sill, profiles

of components, elevations of unit, anchorage details, location of isolation coating, description of related components and exposed finishes and fasteners. Show anchorage details and components. Show head structural deflection provisions. Show seals and interface with building air and vapour retarders, moisture retarders and other construction items. Show expansion/contraction provisions.



1.4 WARRANTY

.1 Manufacturer’s warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty document executed by authorized company official. Manufacturer’s warranty is in addition to and not intended to limit other rights Owner may have under Contract Conditions.

Part 2 Products

2.1 DESCRIPTION

.1 Thermally broken, aluminum-framed glazed storefront constructed from prefinished aluminum extrusions to suit glazing and swing doors to be removed and reinstalled c/w hardware.

2.2 DESIGN CRITERIA

.1 Design and size aluminum-framed storefront to withstand dead and live loads caused by pressure and suction of wind, acting normal to plane of wall using design pressure to AAMA CW 11. .1 Design aluminum-framed storefront system for expansion and contraction caused by

cycling temperature range of 95 degrees Celsius over 12 hour period without causing detrimental effect to system components.

.2 Thermal expansion: Ensure aluminum-framed storefront system can withstand temperature differential of 85 degrees Celsius and is able to accommodate interior and exterior system expansion and contraction without damage to components or deterioration of seals.


.3 Design vertical expansion joints with baffled overlaps and compressed resilient air

seal laid between mullion ends. .4 Ensure system is designed to accommodate:

.1 Movement within aluminum-framed storefront assembly.

.2 Movement between system and perimeter framing components.

.3 Dynamic loading and release of loads.

.4 Deflection of structural support framing.

.5 Shortening of building concrete structural columns.

.6 Vision glass areas: Insulating Glass Unit U-0.55.

.2 Glass dimensions: Size glass units to CAN/CGSB-12.20.

.3 Flatness criteria: 6 mm maximum in 6 m for each panel.

.4 Air infiltration: 0.3 L/s/m2 maximum of wall area to ASTM E283 at differential pressure across assembly of 300 Pa.

.5 Water infiltration: None to ASTM E331 at differential pressure across assembly of 720 Pa.

.6 Ensure interior surfaces have no condensation before exposed edges of sealed units reach dew point temperatures during testing to AAMA 501.

.7 Maintain continuous air barrier and vapour retarder throughout building envelope and aluminum-framed storefront assembly.

.8 Ensure no vibration harmonics, wind whistles, noises caused by thermal movement, thermal movement transmitted to other building elements, loosening, weakening, or fracturing of attachments or components of system occur.

.9 Reinforce aluminum-framed storefront system where necessary.

2.3 MATERIALS

.1 Aluminum-Framed Storefront System and Components: .1 Acceptable Material: Alumicor Ltd., FlushGlaze BF 3400 Series Storefront.

2.4 ALUMINUM-FRAMED STOREFRONT FABRICATION

.1 Fabricate aluminum assemblies of extruded sections to sizes and profiles indicated. .1 Ensure verticals and horizontals are extrusions designed for shear block or screw

spline corner construction.

.2 Construct units square, plumb and free from distortion, waves, twists, buckles or other defects detrimental to performance or appearance.

.3 Fabricate aluminum-framed storefront with minimum clearances and shim spacing around panel perimeter and ensure installation and dynamic movement of perimeter seal is enabled.

.4 Accurately fit and secure joints and corners. .1 Ensure joints are flush, hairline, [and weatherproof].

.5 Prepare aluminum-framed storefront to receive anchor devices.

.6 Use only stainless steel or zinc plated concealed fasteners.


.1 Ensure fasteners do not penetrate thermal break. .2 Where fasteners cannot be concealed, countersunk screws finished to match

adjacent material may be used upon receipt of written approval from Consultant.

.7 Prepare components to receive doors and openings as indicated.

.8 Reinforce framing members for exterior imposed loads where required.

2.5 ACCESSORIES

.1 Gasketing: To CCD-45 Extruded EPDM gaskets.

.2 Setting Blocks: In accordance with manufactures recommendations.

.3 Spacers: In accordance with manufactures recommendations.

.4 Sealant: To CAN/CGSB-19.13, Class 40, one-component, cold-applied, non-sagging silicone. .1 Acceptable material: Dow Corning 795.

.5 Sealant Bond Breaker: Open cell foam backer rod sized to suit project requirements.

Part 3 Execution

3.1 INSTALLERS

.1 Use only installers with 2 years minimum experience in work similar to work of this Section.

3.2 EXAMINATION

.1 Verification of Conditions: Verify that conditions of substrate previously installed under other Sections or Contracts are acceptable for aluminum-framed storefront installation in accordance with manufacturer’s written instructions.

.1 Visually inspect substrate. Proceed with installation only after unacceptable conditions have been remedied and after receipt of written approval to proceed from Consultant.

3.3 INSTALLATION

.1 Install thermally broken aluminum-framed storefront in accordance with manufacturer’s written recommendations.

.2 Attach thermally broken aluminum-framed storefront assemblies to structure plumb and level, free from warp, and allow for sufficient adjustment to accommodate construction tolerances and other irregularities. .1 Maintain dimensional tolerances and align with adjacent work. .2 Use alignment attachments and shims to permanently fasten elements to building

structure. .3 Clean welded surfaces and apply protective primer to field welds and adjacent

surfaces.

.3 Install thermal isolation where components penetrate or disrupt building insulation.

.4 Install sill flashings.


.5 Co-ordinate attachment and seal of perimeter air barrier.

.6 Co-ordinate attachment and seal of perimeter vapour retarder.

.7 Install insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.

.8 Install insulating glass units in accordance with manufacturer’s written instructions.

.9 Install perimeter sealant to achieve performance criteria, backing materials, and installation criteria.

3.4 PROTECTION



END OF SECTION

Oliver Parks & Recreation Society Section 08 71 00 Community Center Office Renovation DOOR HARDWARE Thinkspace Project No. 18688 Page 1 of 3 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General


.1 Submit product data.

.2 Submit Hardware List: .1 Indicate specified hardware, including make, model, material, function, size, finish and

other pertinent information.

Part 2 Products

2.1 HARDWARE ITEMS

.1 Use one manufacturer's products only for similar items.

2.2 DOOR HARDWARE

.1 Locks and latches: .1 Manufacturer: Schlage AL Series Cylindrical Lock, or similar. .2 Lever handles: Neptune (NEP) .3 Passage latch: AL10S .4 Office lockset: AL50PD .5 Storeroom lockset: AL80PD .6 Finishes: 626 Satin Chromium Plated

.2 Deadbolts: .1 Manufacturer: Schlage B Series, or similar. .2 Double cylinder deadbolt: B662P .3 Finishes: 626 Satin Chromium Plated

.3 Butts and hinges: .1 Five knuckle concealed ball bearing hinges, grade 1, suited for standard doors, full

mortise, brass base metal, US32D finish.

.4 Flush Bolt: Manual Flush Bolt, US26D finish. .1 Hager 282D or similar.

.5 Door Closers and Accessories: .1 LCN 4040XP series or similar.

.1 Cylinders: 4041-3071 DEL

.2 Covers: 4040XP-72MC

.3 Complete with required arms and mounting accessories including through bolts at doors, size to suit door.

.6 Door Stop: .1 Wall type - Hager 230W, US26D finish or similar. .2 Floor type - Hager 248E, US32D finish or similar.

.7 Threshold:


.1 Pemko 18/1 AK J37400 or similar.

.8 Door Sweep: .1 Pemko 315CN or similar.

.9 Perimeter gasketing: .1 Pemko 29310 CS or 29310 CPK

2.3 FASTENINGS

.1 Use only fasteners provided by manufacturer. Failure to comply may void warranties and applicable licensed labels.

.2 Supply screws, bolts, expansion shields and other fastening devices required for satisfactory installation and operation of hardware.

.3 Exposed fastening devices to match finish of hardware.

.4 Use fasteners compatible with material through which they pass.

2.4 KEYING

.1 All locks to be keyed to suit requirements of owners.

.2 All keys to be stamped "DO NOT DUPLICATE"

.3 Supply 2 cut keys for each lockset and cylinder.

.4 Tag and identify keys to room number and door number with lock that key operates

.5 Provide a list of key numbers with corresponding room names

Part 3 Execution


.1 Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

3.2 INSTALLATION

.1 Install hardware to standard hardware location dimensions in accordance with Canadian Metric Guide for Steel Doors and Frames (Modular Construction) prepared by Canadian Steel Door and Frame Manufacturers' Association.

.2 Use only manufacturer's supplied fasteners. Failure to comply may void manufacturer's warranties and applicable licensed labels. Use of "quick" type fasteners, unless specifically supplied by manufacturer, is unacceptable.

3.3 ADJUSTING

.1 Adjust door hardware, operators, closures and controls for optimum, smooth operating condition, safety and for weather tight closure.

.2 Lubricate hardware, operating equipment and other moving parts.

.3 Adjust door hardware to provide tight fit at contact points with frames.


3.4 CLEANING

.1 Clean hardware with damp rag and approved non-abrasive cleaner, and polish hardware in accordance with manufacture's instructions.

.2 Remove protective material from hardware items where present.

END OF SECTION

Oliver Parks & Recreation Society Section 08 80 00 Community Center Office Renovation GLAZING Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General


.1 Section 08 14 16 Flush Wood Doors

.2 Section 08 42 13 Aluminum-Framed Entrances

1.2 REFERENCES


.1 CAN/CGSB-12.1: Safety glazing

.2 CAN/CGSB-12.2: Flat, Clear Sheet Glass.

.3 CAN/CGSB-12.3: Flat, Clear Float Glass

.4 CAN/CGSB-12.8: Insulating Glass Units.


.1 Warranty to cover full replacement of product and labour, including stops, trim, clips and sealants at no cost to owner.


.1 Perform Work in accordance with Glazing Contractors Association of British Columbia for glazing installation methods.

.2 Installer Qualifications: Company specializing in performing the work of this section with minimum five years uninterrupted experience and membership in good standing with the Glazing Contractors Association of British Columbia.

1.5 SITE CONDITIONS

.1 Environmental Requirements: .1 Install glazing when ambient temperature is 10 degrees C minimum. Maintain

ventilated environment for 24 hours after application. .2 Maintain minimum ambient temperature before, during and 24 hours after

installation of glazing compounds.

Part 2 Products

2.1 MATERIALS

.1 Clear sheet glass: to CAN2-12.2 "B" quality, maximum sizes as per current edition of National Building Code of Canada.

.2 Insulating glass units: to CAN/CGSB-12.8 .1 Refer to Section 08 44 13 Glazed Aluminum Framing and Entrances.

.3 Laminated safety glass: conform to CAN/CGSB-12.1, type 1, Class B Float, clear.

Oliver Parks & Recreation Society Section 08 80 00 Community Center Office Renovation GLAZING Thinkspace Project No. 18688 Page 2 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

2.2 ACCESSORIES

.1 Setting blocks and spacers: neoprene, size and thickness as required by glass size and weight.

.2 Glazing tape: As supplied by glazing and window system manufacturer and specified in each glazing and window system section.

.3 Glazing clips: manufacturer's standard type.

.4 Primer, sealers, and cleaners: Refer to Section 07 92 00 - Joint Sealants for VOC content limitations. Dow Corning® 999_A Silicone Building and Glazing Sealant.

Part 3 Execution


.1 Comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

3.2 EXAMINATION, PREPERATION AND EXECUTION

.1 Verify that openings for glazing are correctly sized and within tolerance.

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

3.3 INSTALLATION

.1 Refer to drawings for glass type locations note noted herein.

.2 Manufacturer's Instructions: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

.3 Dry gasket interior glazing where ever possible.

.4 Install glass with glazing materials, specified in accordance with manufacturers recommendations for each type of installation.

.5 Refer to frame elevations and window elevations.

3.4 CLEANING AND WASTE MANAGEMENT

.1 Perform cleaning after installation to remove construction and accumulated environmental dirt.

3.5 PROTECTION



END OF SECTION

Oliver Parks & Recreation Society Section 09 21 16 Community Center Office Renovation GYPSUM BOARD ASSEMBLIES Thinkspace Project No. 18688 Page 1 of 5 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 REFERENCES


.1 ASTM C475, Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board.

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

.3 ASTM C1002, Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

.4 ASTM C1047, Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base.

.5 ASTM C1396/C1396M, Standard Specification for Gypsum Wallboard.

.6 Underwriters' Laboratories of Canada (ULC).

.7 CAN/ULC S102 07, Standard Method of Test of Surface Burning Characteristics of Building Materials and Assemblies.

.8 Association of Wall and Ceilings Contractors AWCC Specifications Standards Manual.

1.2 FIRE STOPPING AND FIRE RATED ASSEMBLY CONSTRUCTION

.1 Fire stopping design depends on deflection track design and construction. Drawings and specifications indicate specific methods and systems. Any variation from those shown on drawings and specified requires system design and shop drawing submittal.

Part 2 Products

2.1 MANUFACTURER

.1 CertainTeed Gypsum Canada Inc.

.2 CGC Inc.

.3 Georgia Pacific Gypsum.

.4 National Gypsum Co.

.5 USG Co.

2.2 INTERIOR GYPSUM BOARD

.1 Gypsum Wallboard: ASTM C 1396/C 1396M. .1 Basis-of-Design Product:

.1 USG Corporation; USG Sheetrock® Brand Gypsum Panels.

.2 Georgia-Pacific Gypsum;

.3 Or approved equal. .2 Thickness: 13 mm. .3 Long Edges: Tapered and featured (rounded or beveled) for prefilling.

.2 Gypsum Board, Type X: ASTM C 1396/C 1396M.


.1 Basis-of-Design Product:

.1 USG Corporation; USG Sheetrock® Brand Firecode® X Panels.

.2 Georgia-Pacific Gypsum; DensArmor Plus Fireguard High-Performance Interior Panel.

.3 Or approved equal. .2 Thickness: 15.9 mm. .3 Long Edges: Tapered and featured (rounded or beveled) for prefilling.

2.3 DRYWALL SCREWS

.1 Drywall screws: to ASTM C1002-01 and ASTM C954; self drilling, self threading case hardened screws with Phillips type head (bugle head).

.2 On screwable studs and on furring, drywall screws shall have a minimum penetration of 12 mm as follows: .1 1 single layer: #6 screw 28.6 mm or 31.8 mm

2.4 ACOUSTICAL BATT INSULATION

.1 Mineral wool batt insulation to CAN/ULC S702.

.2 Thickness to suit stud sizes and as indicated.

2.5 WATER

.1 Shall be fresh, clean, potable, free from deleterious matter or alkali.

2.6 ACCESSORIES

.1 Corner beads: minimum 0.40 mm (28 ga) Z180 (C60) zinc coated sheet steel to ASTMC1047; beaded angle flanges 28.6 mm or 38.8 mm.

.2 Casing Beads: minimum 0.45 mm (28 ga.) Z180 (G60) zinc coated sheet steel to ASTM C1047; 'L' type or 'J' type as required, beaded angle or casing with one side knurled for joint filling, suitable for 15.9 mm wallboard as specified.

.3 Control Joint: galvanized w-bead

2.7 ACOUSTICAL SEALANT

.1 Acoustical sealant: low VOC content, one component, water based, synthetic latex rubber “Grabber Acoustical Sealant”. Sealant shall have been acoustically tested in drywall partition systems.

2.8 LAMINATING ADHESIVE

.1 Laminating adhesive for laminating gypsum wall board to gypsum wallboard type specially formulated for the intended purpose and as commercially available.

2.9 JOINT COMPOUND

.1 Joint compound to ASTM C475/C475M asbestos free.


Part 3 Execution

3.1 GENERAL

.1 Do not apply gypsum board until bucks, anchors, blocking, insulation, electrical and mechanical work which will be concealed after gypsum board application are approved by Owners Consultants.

.2 Install wallboard by mechanics skilled in this trade in accordance with the following application standards to produce a first class drywall job.

.3 The work shall be properly co-ordinated with the work of other trades.

3.2 EXAMINATION

.1 Verification of Conditions: verify conditions of substrates previously installed under other Sections or Contracts are acceptable for gypsum board assemblies installation in accordance with manufacturer's written instructions. .1 Visually inspect substrate. .2 Proceed with installation only after unacceptable conditions have been remedied.

3.3 ERECTION

.1 Do application and finishing of gypsum board to ASTM C840 except where specified otherwise.

.2 Do application of gypsum sheathing to ASTM C1280.

.3 Erect hangers and runner channels for suspended gypsum board ceilings to ASTM C840 except where specified otherwise.

.4 Support light fixtures by providing additional ceiling suspension hangers within 150 mm of each corner and at maximum 600 mm around perimeter of fixture.

.5 Install work level to tolerance of 1:1200.

.6 Frame with furring channels, perimeter of openings for access panels, light fixtures, diffusers, grilles.

.7 Furr for gypsum board faced vertical bulkheads within and at termination of ceilings.

.8 Furr above suspended ceilings for gypsum board fire and sound stops and to form plenum areas.

.9 Install wall furring for gypsum board wall finishes to ASTM C840, except where specified otherwise.

.10 Furr openings and around built-in equipment, cabinets, access panels, electrical panels, on four sides. Extend furring into reveals. Check clearances with equipment suppliers.

.11 Furr duct shafts, beams, columns, pipes and exposed services where indicated.

3.4 SINGLE LAYER APPLICATION

.1 Erect gypsum wallboard vertically or horizontally, whichever results in fewer end joints. Locate end joints over supporting members.

.2 Arrange end joints to occur on different studs on opposite sides of a partition. Keep end joints away from prominent locations and central portions of ceilings.


.3 Locate vertical joints at least 300mm from the jamb lines of openings.

.4 Drive screws with a power screw gun and set with countersunk head slightly below the surface of the gypsum wallboard. The paper face of the gypsum wallboard shall not be broken by the screw.

.5 Perimeter screws shall not be less than 9 mm nor more than 12 mm from edges and ends and shall be opposite the screws on adjacent boards.

.6 Space screws for fire rated gypsum wallboard 200 mm OC at board edges and 300 mm OC on board field on walls and 200 mm OC on all ceilings, unless otherwise required by ULC, ULl, or WHl Design Test assembly for fire rating specified.

.7 Space screws for other applications at 300 mm OC on the field and edges.

3.5 FINISHING

.1 Field joints and internal angles shall be taped, filled and sanded as follows, using specified paper tape.

.2 Corners: Secure metal beads with screws. Exposed screws, beads, and trim shall be filled and sanded as follows. .1 Surfaces above wall to wall ceilings: AWCC level 2 plus additional work as required to

meet ULC or BCBC 1998 requirements for fire resistance ratings. .2 Surfaces covered by other finish materials greater than 7mm in thickness (not including

millwork): AWCC level 3. .3 All exposed surfaces and those covered by other finish materials less than7mm in

thickness: AWCC level 4.

.3 Ample drying time shall be allowed between coats of filler.

3.6 ACOUSTIC INSULATION APPLICATION

.1 Install acoustic insulation in all partitions, walls, and ceilings where indicated on the drawings.

.2 Friction fit between framing members, around electrical boxes, pipes, etc.,

.3 Do not over compress the insulation during installation.

3.7 ACOUSTICAL SEALANT APPLICATION

.1 Seal joints between sound rated partitions and floor, and joints where partitions abut walls or vertical surfaces of other materials, with sealant specified to prevent noise transmission.

.2 Extrude a full 9 mm diameter bead into each joint between first layer of wallboard and floor to effectively block airborne sound transmission.

.3 Seal joints around any penetrations in sound rated partitions using glass fibre insulation to fill joints completely.

3.8 CUTTING AND PATCHING

.1 Include all cutting and fitting of gypsum wallboard to accommodate recessed items in partitions and/or furring including, but not necessarily limited to mechanical and electrical equipment, electrical cabinets, fire hose cabinets, electrical receptacles, gas outlets, and other recessed fixtures as indicated or required.


.2 Point up and patch gypsum wallboard, point up and around trim and other set work and leave

work complete and perfect.

END OF SECTION

Oliver Parks & Recreation Society Section 09 22 16 Community Center Office Renovation NON-STRUCTURAL METAL FRAMING Thinkspace Project No. 18688 Page 1 of 5 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 SCOPE

.1 The work of this Section shall include the supply and installation of interior non-load bearing steel stud framing, and associated accessories.

.2 All drawing and specification references to steel framing, steel studs, z-bars, hat track sections, and framing channels, furring channels, angles and similar descriptions all refer to this Section implies all forms of such framing.

.3 Include also the following as work to be done under this section. .1 Installation of access panels in gypsum wallboard partitions and ceilings

1.2 REFERENCES

.1 Proceed in accordance with the current edition of the following: .1 ULC listing for rated assemblies. .2 ASTM C645- Standard Specification for Non-structural Steel Framing Members. .3 ASTM C754 - Standard Specification for Installation of Steel Framing Members to

Receive Screw-Attached Gypsum Panel Products. .4 ASTM C955 - Standard for Load-Bearing (Transverse and Axial) Steel Studs,

Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases.

.5 ASTM C1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories.

1.3 DESIGN CRITERIA

.1 Design Engineer by this Section. Comply with the most restrictive requirement noted below: .1 Comply with earthquake (E) requirements resulting from BCBC 2012 Specified Loads

and Effects 4.1.2, Sentence 4.1.2.1(3), Table 4.1.2.1 Importance Categories for Buildings: Importance Category Normal

.2 Design interior wall systems and installation to withstand imposed axial loads, and lateral loads

.3 Calculate in accordance with British Columbia Building Code and applicable local regulations or as shown on the drawings.

.4 Deflection of the systems under live loading shall not exceed 1/240th of the span at 360 Pa.

.5 Distributed and point loading imposed by millwork, doors and window systems.

.6 Design wall system to prevent structural system deflection transferring vertical loads to walls using double deflection tracks under structure or slide clips between structure and wall.

.7 Design system to be free of: vibration, wind noise, thermal movement noise, damage to adjoining building components.

.8 Interior stud partitions thickness after galvanizing to be design base steel thickness 20 ga minimum.



.1 All materials and installation shall comply with the most restrictive requirement noted below or elsewhere in the Section:

.1 Current Association of Wall and Ceiling Contractors of B.C. (AWCC) Specification Standards Manual, together with authorized additions and amendments shall be used as a reference standard and shall form part of this project specification.

.2 Current Canadian Sheet Steel Building Institute Technical Bulletins and Guide Specifications.

.3 CAN/CSA-S136-0, CAN/CGSB-7.1-98 for interior walls.

1.5 DELIVERY, STORAGE, AND HANDLING

.1 Deliver, store and handle materials in accordance with manufacturer's written instructions.

Part 2 Products

2.1 GENERAL

.1 Conform to CSA136.

.2 AZM 180 zinc coating to ASTM-A653M; roll formed from ASTM A446 grade 'A' steel.

.3 Bolts, nuts and washers: ASTM a307 or ASTM A325; Z180 hot dipped galvanized for interior work, stainless steel for exterior or exterior wall cavity work.

2.2 STEEL FRAMING MEMBERS

.1 Knurled faces, pre-punched pass through holes and hemmed edges to flange returns and lips.

.2 Flange depth shall be 32 mm minimum, stud widths 41 mm, 64 mm, 92 mm, 152 mm and 203 mm as shown on drawings.

.3 Steel studs shall be colour coded for gauge.

2.3 FLOOR TRACK

.1 U shaped, edge hemmed minimum 0.46 mm material

2.4 STRUCTURAL DEFLECTION TOP TRACK

.1 U shaped, hot dipped galvanized steel, minimum one thickness greater than stud after galvanizing, edge hemmed, minimum Track leg height 50 mm, width to suit; use only double tracks nested and allow for minimum 25mm deflection of structure.

2.5 SHEET STEEL ANGLES AND PLATES

.1 Sheet steel angles and bent plates as detailed shall be formed of .939 mm galvanized sheet steel.

2.6 PROPRIETARY CONNECTORS

.1 Manufactured specialty connectors for stud to steel or concrete structural framing including deflection capable clips between exterior wall studs and structural members.


2.7 WALL BRACKING FOR CABINETS

.1 Walls supporting upper cabinets to be braced above ceiling plane on cabinet side of wall with diagonal bracing as follows:

.1 continuous 92 mm horizontal track 100mm above ceiling plane against gypsum board and screw to each stud

.2 92mm steel stud diagonal bracing at maximum 1200mm oc between horizontal track and structural deck above.

Part 3 Execution

3.1 COORDINATION

.1 Coordinate work with related Sections.

.2 Provide additional vertical and horizontal members at corners, deflection joints, openings and finish changes.

3.2 WORKMANSHIP

.1 Steel studs and steel furring for gypsum wallboard shall be erected by mechanics skilled in this trade and as follows.

.2 Finished work shall be rigid, secure, square, level or plumb, framed and erected to maintain the finish wall line dimensions and contours indicated.

3.3 INSTALLATION OF STEEL STUD

.1 Install steel stud interior partitions as indicated on drawings.

.2 Coordinate sequence of installation with various trades whose materials and/or services are being installed within the partitions.

.3 Install track at floor and ceiling, accurately align according to partition layout. Secure at 600 mm OC maximum using concrete stub nails, shield screws, or power driven fasteners, or other suitable fasteners as required to meet Design Criteria as noted above.

.4 At partition corners extend one runner to end of corner and butt other runner; allow clearance for wallboard thickness, do not mitre runners.

.5 Fix interior wall studs to runners by screws or by crimping.

.6 Unless noted otherwise install steel studs vertically at 400 mm OC maximum and not more than 50 mm from abutting walls, openings and each side of corners and termination with dissimilar materials.

.7 Provide space for deflection under deck, beams, joists and structural slabs to avoid transmission of structural loads to studs, by use of double 50 mm leg ceiling tracks.

.8 Splice interior studs only where necessary by boxing and lap minimum four (4) times the width of steel studs. Fasten with two screws or rivets per stud flange located not more than 25 mm from ends of splice.

.9 Permanently attach all studs for free standing partitions to top and bottom track.

.10 Reinforce all 64 mm steel studs with flat strip bridging at 1200 mm OC maximum.


.11 Where horizontal runs of service lines are to be installed and if standard openings in studs

are too small for service lines, splice studs together as necessary, splice piece to be minimum 300 mm longer than height of the cutout; splice as specified above.

.12 Reinforce and frame all openings in steel stud partitions to adequately carry loads, by the use of additional framing members.

.13 Openings: .1 Install runner channel or boxed header at head and/or sill or openings to accommodate

intermediate studs. Each end screw to studs. Install intermediate studs above and/or below openings in same manner and spacing as specified above. Extend stud on each side of door openings from floor to underside of structure over. Fix to runner channel with screws at structure over.

.2 Coordinate work with installation of aluminum frame and pressed steel frame framing anchors.

.3 Minimum double studs at jambs of openings exceeding stud spacing and for openings exceeding 700mm minimum headers formed from boxed studs matching wall thickness.

.14 Install pressed steel frames (supplied by others) in steel stud partitions. Screw fix frame anchor clips to jamb, header, and /or sill members; fixing to be adequate to prevent movement of frame relative to stud. Refer to Backing clause below.

.15 Walls supporting upper cabinets to be braced above ceiling plane on cabinet side of wall with diagonal bracing as follows:

.1 Install continuous 92 mm horizontal track 100mm above ceiling plane against gypsum board and screw to each stud

.2 Install 92mm steel stud diagonal bracing at maximum 1200mm oc between horizontal track and structural deck above.

3.4 INSTALLATION OF FURRING

.1 Install all vertical and horizontal furring as indicated for gypsum wallboard finishes and as required, complete with metal furring steel studs and/or furring channels. Secure to structure.

.2 Steel stud furring members shall be spaced 400 OC maximum. Where board is applied to one side only brace horizontally at 1200 mm OC; provide backing at floor and ceiling.

.3 Set furring studs in track, top and bottom.

.4 Shim furring studs level as required.

.5 For furring installed horizontally, attach a furring stud not more than 100 mm from both floor and ceiling lines. For furring installed vertically, attach a furring stud not more than 100 mm from abutting walls.

.6 Secure with hardened nails, power actuated fasteners or equivalent fastenings. Maximum spacing 600 mm alternating to opposite flanges.

3.5 BACKING

.1 Install backing continuous horizontally between stud spaces or vertically within stud profile to suit application.


.2 Minimum backing to be 19 mm plywood or where installed vertically to match stud width.

Screw attach through stud into blocking, Secure in place with screws at 300mm OC, minimum 2 screws per stud.

3.6 ACCESS PANELS

.1 Co-ordinate the work and prepare openings and install access panels in gypsum wallboard partitions. Access panels will be supplied by other trades for access to service points.

3.7 CLEANING


END OF SECTION

Oliver Parks & Recreation Society Section 09 51 13 Community Center Office Renovation ACOUSTICAL PANEL CEILINGS Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General


.1 Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

1.2 ENVIRONMENTAL REQUIREMENTS

.1 Commence installation after dust generating activities completed.

.2 Permit wet work to dry before commencement of installation.

1.3 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store and handle materials in accordance with manufacturer's written instructions.

1.4 WARRANTY

.1 Ceiling Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to: .1 Ceiling Panels: Rust and manufacturing defects.

.2 Ceiling panels: One (1) year from date of substantial completion.

Part 2 Products

2.1 MANUFACTURER

.1 USG Inc. .1 Fissured Ceiling Tile

2.2 MATERIALS

.1 Acoustic units for suspended ceiling system: to CAN/CGSB-92.1. .1 Fire rating: Class A. .2 Flame spread rating of 25 or less. .3 Smoke developed 50 or less. .4 Composition: Perforated pattern .5 Texture: Fine, smooth. .6 Shape: Flat. .7 Edge type: Square .8 Colour: White. .9 Size: 610 x 1220 mm, imperial.


Part 3 Execution

3.1 EXAMINATION

.1 Do not install acoustical panels and tiles until work above ceiling has been inspected by Consultant.

3.2 INSTALLATION

.1 Install acoustical panels and tiles in ceiling suspension system.

.2 Install panels in compliance with ASTM C636, with the authorities having jurisdiction and in accordance with the manufacturer's installation instructions.

.3 Install acoustical units with edge unit not less than 50% of unit width. Refer to reflected ceiling plan for orientation.

.4 Scribe acoustic units to fit adjacent work. Butt joints tight, terminate edges with moulding.

.5 Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function.

.6 Install units after above ceiling work is complete.

.7 Install acoustic units level, in uniform plane, and free from twist, warp, and dents.

.8 Cutting Acoustic Units: .1 Cut to fit irregular grid and perimeter edge trim. .2 Cut square reveal edges to field cut units.

.9 Where round obstructions or partitions occur, provide preformed closures to match perimeter moulding.

3.3 INTERFACE WITH OTHER WORK

.1 Do not erect ceiling suspension system until anchors, blocking, sound or fire barriers, electrical and mechanical work above ceiling have been inspected and approved by Architect.

.2 Co-ordinate ceiling work to accommodate components of other sections, such as fireproofing, mechanical, electrical, light fixtures, diffusers, speakers, sprinkler heads, to be built into acoustical ceiling components.

3.4 ERECTION TOLERANCES

.1 Maximum Variation from Flat and Level Surface: 6mm in 3m.

.2 Maximum Variation from Square: 1.5mm in 610mm.

.3 Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.

3.5 CLEANING


3.6 PROTECTION



.2 Repair damage to adjacent materials caused by acoustical suspension installation.

END OF SECTION

Oliver Parks & Recreation Society Section 09 53 00.01 Community Center Office Renovation ACOUSTICAL CEILING SUSPENSION ASSEMBLIES Thinkspace Project No. 18688 Page 1 of 3 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 DESIGN REQUIRMENTS

.1 Comply with earthquake (E) requirements resulting from BCBC Current Edition Specified Loads and Effects 4.1.2, Sentence 4.1.2.1(3), Table 4.1.2.1 Importance Categories for Buildings: Importance Category: Normal. .1 Design ceilings to withstand dead loads and live loads, calculated in accordance

with British Columbia Building Code and applicable local regulations or as shown on the drawings.

.2 Deflection of the systems under live loading shall not exceed 1/360th of the span.

.3 Suspension System Installation for Seismic Restraint: ASTM E580/E580M Standard Practice for Application of Ceiling Suspension System for Acoustical Tile and Lay-in Panel Areas Requiring Seismic Restraint.

.4 ASTM reference for Suspension System Installation: ASTM C636/C636M Standard Practice for Installation of Metal Ceiling Suspension System for Acoustical Tile and Lay-in Panel Areas

.5 Metal suspension system: Specification ASTM C 635/C635M for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustic Tile and Lay-in Panel Ceilings.





Part 2 Products

2.1 MATERIALS

.1 New and adjusted ceiling grid to match the existing ceiling grid.

.2 Exposed tee bar grid components: shop painted satin sheen white colour to match existing. Components die cut. Main tee with double web, rectangular bulb and 25 mm rolled cap on exposed face. Cross tee with rectangular bulb; web extended to form positive interlock with main tee webs; lower flange extended and offset to provide flush intersection.

.3 Hanger wire: galvanized soft annealed steel wire: .1 3.6 mm diameter for access tile ceilings. .2 To ULC design requirements for fire rated assemblies. .3 2.6 mm diameter for other ceilings.

.4 Hanger inserts: purpose made.


.5 Accessories: splices, clips, wire ties, retainers and wall moulding flush, to complement

suspension system components, as recommended by system manufacturer.

.6 Touch-up Paint: Type and colour to match grid units.

Part 3 Execution

3.1 EXAMINATION

.1 Verification of Conditions: verify conditions of substrates previously installed under other Sections or Contracts are acceptable for acoustical ceiling tile and track installation in accordance with manufacturer's written instructions. .1 Visually inspect substrate .2 Proceed with installation only after unacceptable conditions have been remedied.

3.2 INSTALLATION

.1 Manufacturer's Instructions: comply with manufacturer's written recommendations, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

.2 Install suspension system to manufacturer's instructions, submittal requirements and requirements of the Authority Having Jurisdiction.

.3 Do not erect ceiling suspension system until work above ceiling has been inspected and approved by Consultant.

.4 Secure hangers to overhead structure using attachment methods as required by Professional Engineer noted under submission requirements.

.5 Lay out centre line of ceiling both ways, to provide balanced borders at room perimeter with border units not less than 50% of standard unit width and length, and according to reflected ceiling plan. Inform Consultant when standard unit width and length are less than 50%.

.6 Install hangers spaced at maximum 1200 mm centres and within 150 mm from ends of main tees.

.7 Ensure suspension system is co-ordinated with location of related components.

.8 Install wall moulding to provide correct ceiling height. Miter corners where wall moldings intersect or install corner caps. Install edge moulding into bed of acoustic sealant.

.9 Install wall moulding to provide correct ceiling height.

.10 Completed suspension system to support super-imposed loads, such as lighting fixtures, diffusers, grilles, and speakers.

.11 Support at light fixtures and diffusers with additional ceiling suspension hangers within 150 mm of each corner and at maximum 600 mm around perimeter of fixture.

.12 Interlock cross member to main runner to provide rigid assembly.

.13 Frame at openings for light fixtures, air diffusers, speakers and at changes in ceiling heights.

.14 Seismically restrain ceiling system in accordance with ASTM E580.


.15 Finished ceiling system to be square with adjoining walls and level within 1:1000.

3.3 CLEANING


3.4 PROTECTION


.2 Repair damage to adjacent materials caused by acoustical suspension installation.

END OF SECTION

Oliver Parks & Recreation Society Section 09 65 16 Community Center Office Renovation RESILIENT SHEET FLOORING & BASE Thinkspace Project No. 18688 Page 1 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General





Part 2 Products

2.1 MATERIALS

.1 Resilient sheet flooring to be based on the following products: .1 Manufacturer and type: Johnsonite iQ Optima .2 Allow for one (1) colour from manufacturer standard range. .3 Substitutions: Not Permitted

.2 Base: ASTM F1861 Type TP thermoplastic rubber; top set coved: .1 Height: 102 mm .2 Thickness: 3 mm thick .3 Length: Roll. .4 Manufacturers: Johnsonite .5 Product line: Wall base for resilient flooring .6 Colour: To be selected by Architect from manufacturer’s standard range of colours.

Allow for two (2) colours. .7 Substitutions: Not permitted.

.3 Jointing String: Manufacturer’s recommended coloured strips for heat welding. Color and material to match flooring.

.4 Primers and adhesives: low VOC, of types recommended by resilient flooring manufacturer for specific material on applicable substrate.

.5 Sub-floor filler and leveller: white premix latex requiring water only to produce cementitious paste as recommended by flooring manufacturer for use with their product.

.6 Edge strips: .1 Aluminum extruded, smooth, mill finish stainless steel with lip to extend under floor

finish, shoulder flush with top of adjacent floor finish.

.7 Edging to floor penetrations: aluminum, type recommended by flooring manufacturer.

Part 3 Execution

3.1 SITE VERIFICATION OF CONDITIONS

.1 Ensure concrete floors are clean and dry.

Oliver Parks & Recreation Society Section 09 65 16 Community Center Office Renovation RESILIENT SHEET FLOORING & BASE Thinkspace Project No. 18688 Page 2 of 2 __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

3.2 PREPARATION

.1 Remove or treat old adhesives to prevent residual, old flooring adhesives from bleeding through to new flooring and/or interfering with the bonding of new adhesives.

.2 Remove sub-floor and lower wall ridges and bumps. Fill low spots, cracks, joints, holes and other floor defects with sub-floor filler.

.3 Fill voids, cracks, joints, holes and other lower wall defects with concrete filler.

.4 Vacuum clean substrate.

.5 Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit traffic until filler cured and dry.

.6 Prime and seal concrete slab to resilient flooring manufacturer's printed instructions.

3.3 APPLICATION: FLOORING

.1 Install in accordance with manufacturer's instructions unless noted otherwise.

.2 Apply adhesive uniformly using recommended trowel. Do not spread more adhesive than can be covered by flooring before initial set takes place.

.3 Border widths minimum 1/3 width of full material.

.4 Double cut sheet joints and heat weld according to manufacturer's printed instructions.

.5 As installation progresses, and after installation roll flooring with 45 kg minimum roller to ensure full adhesion.

.6 Cut flooring neatly around fixed objects.

.7 Install feature strips and floor markings where indicated. Fit joints tightly.

.8 Continue flooring over areas which will be under built-in furniture.

.9 Terminate flooring at centreline of door in openings where adjacent floor finish or colour is dissimilar.

.10 Install metal edge strips at unprotected or exposed edges where flooring terminates.

.11 Install base in accordance with manufacturer’s instructions.

3.4 CLEANING

.1 Remove excess adhesive from floor, base and wall surfaces without damage.

.2 Clean, seal and wax floor and base surface to flooring manufacturer's printed instructions.

3.5 PROTECTION

.1 Protect new floors from time of final set of adhesive until final inspection.

.2 Prohibit traffic on floor for 48 hours after installation.

END OF SECTION

Oliver Parks & Recreation Society Section 09 91 00 Community Center Office Renovation PAINTING Thinkspace Project No. 18688 Page 1 of 4 ___________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Part 1 General

1.1 DESCRIPTION

.1 Section Includes: All labor, materials, tools and other equipment, services and supervision required to complete all interior painting work as indicated on Finish Schedules and to the full extent of the drawings and specifications.

.2 Work under this contract also include: .1 Surface preparation of substrates as required for acceptance of painting, including

cleaning, small crack repair, patching, caulking, and making good surfaces. .2 Priming (except where pre-primed with an approved primer under other Sections of

work) and painting of structural steel, miscellaneous metal, ornamental metal, and primed steel equipment.

.3 Priming and back-priming of wood materials as noted herein or specified in the MPI Architectural Painting Specification Manual.

.4 Re-painting of existing surfaces and finishes when adjacent to new painting work where applicable including surface preparation, prime and finish coats.

.3 Refer to drawings and schedules (e.g., Finish Schedule) for type, location and extent of finishes required, and include all touch-ups and field painting necessary to complete work shown, scheduled or specified.


.1 This Contractor having a minimum of five (5) years proven satisfactory experience and show proof before commencement of work that he will maintain a qualified crew of painters throughout the duration of the work.

.2 Engaged only qualified journeypersons in painting and decorating work, as defined by local jurisdiction. Apprentices may be employed provided they work under the direct supervision of a qualified journeyperson in accordance with trade regulations.

1.3 PROJECT AND SITE REQUIREMENTS

.1 Apply paint only to dry, clean, properly cured and adequately prepared surfaces in areas where dust is no longer generated by construction activities such that airborne particles will not affect the quality of finished surfaces

Part 2 Products

2.1 MATERIALS

.1 All materials used, to be lead and mercury free and have low VOC content where possible.

.2 Paint materials to have good flowing and brushing properties and must dry or cure free of blemishes, sags, air entrapment.

.3 Where required, meet flame spread and smoke developed ratings designated by local Code requirements and/or authorities having jurisdiction for paints and coatings.


2.2 FINISH AND COLOURS

.1 Unless otherwise specified herein, all painting work shall be in accordance with MPI Premium Grade finish requirements.

.2 Colors to be as selected by the Consultant from a manufacturer’s full range of colors. A Finish Schedule will be furnished after award of the Contract.

.3 Interior colors will be based on four (4) colours.

.4 Except as noted herein or indicated on the Finish Schedule, interior walls and ceiling surfaces shall be painted in accordance with the following criteria over appropriate prime and sealer coat: .1 Walls:

.1 All areas (except as noted): G4 (satin) finish. .2 Ceilings:

.1 One gloss level lower than walls .3 Door frames and trim: G6 (gloss) finish. .4 Doors: G5 (semi-gloss) finish.

Part 3 Execution

3.1 CONDITION OF SURFACE

.1 Commence no painting work until all adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the Painting Subcontractor.

.2 Commencement of work not to imply acceptance of surfaces except as qualified herein. Such surfaces as concrete, masonry, structural steel and miscellaneous metal, wood, gypsum board and plaster, is not be the responsibility of the Painting Subcontractor.

.3 The Painting Subcontractor is not be responsible for the condition of the substrate or for correcting defects and deficiencies in the substrate which may adversely affect the painting work except for minimal work normally performed by the Painting Subcontractor and as indicated herein. It is the responsibility of the Painting Subcontractor to see that surfaces are properly prepared before any paint or coating is applied.

3.2 PREPERATION OF SURFACES

.1 Sand, clean, dry, etch, neutralize and/or test all surfaces under adequate illumination, ventilation and temperature requirements.

.2 Protect all adjacent interior surfaces and areas, including rating and instruction labels on doors, frames, equipment, piping, etc., from painting operations and damage with drop cloths, shields, masking, templates, or other suitable protective means and make good any damage caused by failure to provide such protection.

.3 Substrate defects to be made good and sanded by others ready for painting particularly after the first coat of paint. Start of finish painting of defective surfaces (e.g. gypsum board) to indicate acceptance of substrate and any costs of making good defects to be borne by the painter including re-painting of entire defective surface (no touch-up painting).


3.3 APLICATION

.1 Painting coats specified are intended to cover surfaces satisfactorily when applied at proper consistency and in accordance with manufacturer’s recommendations.

.2 Continue paint finish through behind all wall-mounted items.

3.4 INTERIOR PAINT AND COATING SYSTEMS

Paint interior surfaces in accordance with the following MPI Painting Manual requirements:

.1 Galvanized Metal: (doors, frames, railings, misc. steel, pipes, overhead decking, ducts, etc.) .1 INT 5.3N Institutional low odor / low VOC finish.

.2 Dressed Lumber: (including doors, door and window frames, casings, molding, etc.) .1 INT 6.3V Institutional low odor / low VOC finish.

.3 Plaster and Gypsum Board: (gypsum wallboard, drywall, “sheet rock type material”, etc., and textured finishes) .1 INT 9.2M Institutional low odor / low VOC finish.

3.5 MECHANICAL AND ELECTRICAL EQUIPMENT AND RELATED SURFACES

.1 Unless otherwise specified or noted, paint all “unfinished” conduits, piping, hangers, ductwork and other mechanical and electrical equipment with color and texture to match adjacent surfaces, in the following areas: .1 Where exposed-to-view in all interior areas.

.2 Touch up scratches and marks on factory painted finishes and equipment with paint as supplied by manufacturer of equipment.

.3 Do not paint over nameplates.

3.6 FIELD QUALITY AND STANDARD OF ACCEPTANCE

.1 Inspect all surfaces, preparation and paint applications.

.2 Consider painted exterior and interior surfaces to lack uniformity and soundness if any of the following defects are apparent to the Painting Inspection Agency inspector: .1 Brush / roller marks, streaks, laps, runs, sags, drips, heavy stippling, hiding or

shadowing by inefficient application methods, skipped or missed areas, and foreign materials in paint coatings.

.2 Evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles.

.3 Damage due to touching before paint is sufficiently dry or any other contributory cause.

.4 Damage due to application on moist surfaces or caused by inadequate protection from the weather.

.5 Damage and/or contamination of paint due to blown contaminants (dust, spray paint, etc.).

.3 Painted surfaces rejected by the inspector to be made good at the expense of the Contractor. Small affected areas may be touched up; repaint large affected areas or areas without


sufficient dry film thickness of paint. Remove by scraper or by sanding runs and sags of damaged paint prior to application of paint.

END OF SECTION