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Specifications RECEIVED DEC 10 2012 CITY OF TIGARD BUILDING DIVISION PROJECT MANUAL JOB NO. 539-1555-1201-0201 LDS NORTH TIGARD MEETING HOUSE 2013 AC UNIT UPGRADE TIGARD, OREGON 11065 SW NORTH DAKOTA STREET TIGARD, OREGON 97223 November 30, 2012e_20I7- _ OFFICE COPY JOHN A. STARK ARCHITECT PO BOX 23215 PORTLAND, OR I x A. Srwi 503.544.6840 - PHONE - • ,/ 41 503.213.6181 - FAX 11 ' + 106, jsbellaopus @msn.com �/ OF 0# BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units TABLE OF CONTENTS P ROCUREMENT AND CONTRACTING REQUIREMENTS INVITATION TO BID INSTRUCTIONS TO BIDDERS SUBCONTRACTORS AND MAJOR SUPPLIERS LIST EQUAL PRODUCT APPROVAL REQUEST FORM CONSTRUCTION MATERIALS ASBESTOS STATEMENT SUPPLEMENTARY CONDITIONS BID FORM/FORM OF AGREEMENT D IVISION 01: GENERAL REQUIREMENTS 01 1000 SUMMARY 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE-QUALIFICATIONS 01 4523 TESTING AND INSPECTING SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 6100 PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 DELIVERY,STORAGE,AND HANDLING REQUIREMENTS 01 7000 EXECUTION REQUIREMENTS 01 7400 CLEANING AND WASTE MANAGEMENT 01 7800 CLOSEOUT SUBMITTALS D IVISION 04: MASONRY 040100 MAINTENANCE OF MASONRY 04 0121 UNIT MASONRY REPOINTING 040500 COMMON WORK RESULTS FOR MASONRY 04 0513 CEMENT AND LIME MASONRY MORTARING D IVISION 05: METALS 050500 COMMON WORK RESULTS OF METALS 05 0523 METAL FASTENINGS Table of Contents - 1 - TC 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units D IVISION 06: WOOD, PLASTICS, AND COMPOSITES 061000 ROUGH CARPENTRY 061100 WooD FRAMING D IVISION 07: THERMAL AND MOISTURE PROTECTION 076000 FLASHING AND SHEET METAL 07 6210 GALVANIZED STEEL FLASHING AND TRIM 078000 SMOKE AND FIRE PROTECTION 07 8400 FIRESTOPPING 079000 JOINT PROTECTION 07 9213 ELASTOMERIC JOINT SEALANTS 07 9219 ACOUSTICAL JOINT SEALANTS D IVISION 09: FINISHES 090000 FINISHES 092000 PLASTER AND GYPSUM BOARD 09 2900 GYPSUM BOARD 09 7000 WALL FINISHES 09 7216 VINYL COATED FABRIC WALL COVERINGS 09 7226 SISAL WALL COVERINGS 099000 PAINTS AND COATINGS 09 9001 COMMON PAINTING AND COATING REQUIREMENTS 09 9113 EXTERIOR PAINTED GALVANIZED METAL 09 9123 INTERIOR PAINTED GYPSUM BOARD,PLASTER 09 9413 INTERIOR TEXTURED FINISHING D IVISION 23: HEATING, VENTILATING, AND AIR CONDITIONING 230000HEATING, VENTILATING, AND AIR-CONDITIONING 23 0501 COMMON HVAC REQUIREMENTS 23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 23 0719 DUCT INSULATION 23 0933 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC Table of Contents - 2 - TC 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 232000HVAC PIPING AND PUMPS 23 2300 REFRIGERANT PIPING 23 2600 CONDENSATE DRAIN PIPING 233000HVAC AIR DISTRIBUTION 23 3001 COMMON DUCT REQUIREMENTS 23 3114 LOW PRESSURE METAL DUCTS 23 3300 AIR DUCT ACCESSORIES 234000HVAC AIR CLEANING DEVICES 23 4100 AIR FILTERS 236000CENTRALCOOLINGEQUIPMENT 23 6213 AIR-COOLED REFRIGERANT CONDENSERS DIVISION26: ELECTRICAL 260000 ELECTRICAL 26 0501 COMMON ELECTRICAL REQUIREMENTS 26 0519 LINE-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 0523 CONTROL-VOLTAGE ELECTRICAL CABLES 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 0613 ELECTRICAL EQUIPMENT MOUNTING HEIGHT SCHEDULE 262000 LOW (LINE) VOLTAGE DISTRIBUTION 26 2726 WIRING DEVICES 26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS END OF TABLE OF CONTENTS Table of Contents - 3 - TC BLANK PAGE INVITATION TO BID 1. GENERAL CONTRACTORS INVITED TO BID THE PROJECT: A. Silco Commercial Construction, 8316 North Lombard #451, Portland OR, Phone 503.286.8691, Fax 503.289.2582 B. Team Construction, Inc., 4201 NE 66th Avenue, Suite 105, Vancouver WA, 98661 Phone 360.699.1477, Fax 360.699.1454 C. Woodburn Construction, 683 Glatt Circle, Woodburn OR, 97071, Phone 503.981.9504, Fax 503.981.8821 D. Eagle Mountain Construction, Inc., P.O. Box 796, Molalla, Oregon 97038 Phone: 503-799-2893, Fax: 503-210-7573 2. PROJECT: LDS North Tigard Meetinghouse 2013 AC Unit Upgrade 3. LOCATION: 11065 SW North Dakota Tigard OR 97223 4. OWNER: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, A Utah Corporation Sole 50 East North Temple Street Salt Lake City, Utah 84150 5. ARCHITECT: John A. Stark Architect PO Box 23215 Portland OR 97281 Phone 503.544.6840 Fax 503.213.6181 6. DESCRIPTION OF PROJECT: A. Products provided under Value Managed Relationships (VMRs) are specified for the following products or systems: 1. B. Add Cooling to existing Furnaces. 7. TYPE OF BID: Bids will be on a lump-sum basis. Segregated bids will not be accepted. CON-FSU-0090-US Rev B 19 June 2003 Page 1 of 12 8. TIME OF COMPLETION: The time limit for completion of this Work will be 28 calendar days and as noted in the Agreement. 9. BID OPENING: Sealed bids will be received and publicly opened at a time to be announced at 11065 SW North Dakota Street,Tigard OR 97223. 10. BIDDING DOCUMENTS: A. Bidding Documents may be examined at the following plan room locations: 1. Contractor Plan Center 5468 SE International Way Milwaukie, OR 97222 Phone 503.650.0148 Fax 503.650.8273 2. Daily Journal of Commerce 921 SW Washington Street, Suite 210 Portland OR 97205 Phone 503.274.0624 Fax 503.274.2616 B. Two sets of bidding documents will be sent to Invited Contractors. Documents shall be returned to the Architect's office complete and in good condition within five days of bid opening. 11. BID BOND: Bid security in the amount of 5 percent of the bid will accompany each bid in accordance with the Instruction To Bidders. 12. BIDDER'S QUALIFICATIONS: Bidding by the General Contractors will be by invitation only. 13. OWNER'S RIGHT TO REJECT BIDS: The Owner reserves the right to reject any or all bids and to waive any irregularity therein. END OF DOCUMENT CON-FSU-0090-US Rev B 19 June 2003 Page 2 of 12 INSTRUCTIONS TO BIDDERS 1. DEFINITIONS: A. The definitions set forth in Section 1 of the General Conditions are applicable to the documents included under Bidding Requirements. B. Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The proposed Contract Documents consist of the documents identified as Contract Documents in the Form of Agreement, except for Modifications. The Bidding Requirements are those documents identified as such in the proposed Project Manual. C. Addenda are written or graphic documents issued by the Architect prior to execution of the Contract which modify or interpret the Bidding Documents. They become part of the Contract Documents as noted in the Form of Agreement upon execution of the Contract. 2. BIDDER'S REPRESENTATIONS: A. By submitting a bid, the bidder represents that 1. Bidder has carefully studied and compared the Bidding Documents with each other. Bidder understands the Bidding Documents and the bid is fully in accordance with the requirements of those documents, 2. Bidder has thoroughly examined the site and any building located thereon, has become familiar with local conditions which might directly or indirectly affect the contract work, and has correlated its personal observations with the requirements of the proposed Contract Documents, and 3. Bid is based on the materials, equipment, and systems required by the Bidding Documents without exception. 3. BIDDING DOCUMENTS: A. Copies 1. Bidding Documents may be obtained as set forth in the Invitation to Bid. 2. Partial sets of Bidding Documents will not be issued. 3. Bidders will use complete sets of Bidding Documents in preparing bids and make certain that those submitting sub-bids to them have access to all portions of the documents that pertain to the work covered by sub-bid, including General Conditions, Supplementary Conditions, and Division 01. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets of Bidding Documents by itself or any sub-bidder. B. Interpretation or Correction Of Bidding Documents 1. Bidders will request interpretation or correction of any apparent errors, discrepancies and omissions in the Bidding Documents. 2. Corrections or changes to Bidding Documents will be made by written addenda. C. Substitutions and Equal Products 1. Generally speaking, substitutions for specified products and systems, as defined in the Uniform Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements. 2. The terms 'Acceptable Manufacturers'. 'Approved Manufacturers 'Suppliers', Installers' and 'VMR (Value Managed Relationship) Manufacturers/Suppliers/ Installers' are used throughout the Project Manual to differentiate among the options available to Contractor regarding specified products, manufacturers, and suppliers. See Section 016000 for options available regarding acceptance of equal products. 3. Base bid only on materials, equipment, systems, suppliers or performance qualities specified in the Bidding Documents. CON-FSU-0090-US Rev B 19 June 2003 Page 3 of 12 4. Architect is only authorized to consider requests for approval of equal products to replace specified products in Sections where the heading 'Acceptable Manufacturers' is used and statement, 'Equal as approved by Architect before bidding. See Section 016000' or'Equal as approved by Architect before installation. See Section 016000,' appears. In Sections where the afore-mentioned statements do not appear and a different heading is used, Architect is authorized as Owner's representative to decline consideration of requests for approval of equal products. Approvals of equal products in such Sections must be made by Owner and will generally be for subsequent Projects. D. Addenda - Addenda will be sent to bidders and to locations where Bidding Documents are on file no later than one week prior to bid opening or by fax no later than 48 hours prior to bid opening. 4. BIDDING PROCEDURES: A. Form and Style of Bids 1. Use Owner's Bid Form. 2. Fill in all blanks on Bid Form by typewriter or by printing manually in ink. Signatures will be in longhand and executed by representative of bidder duly authorized to make contracts. 3. Bids will bear no information other than that requested on bid form. Do not delete from or add to the information requested on the bid form. B. Bid Security 1. Each bid will be accompanied by a bid bond naming Owner, as listed in the Agreement, as obligee. If Bidder refuses to enter into a Contract or fails to provide bonds and insurance required by the General Conditions, amount of bid security will be forfeited to Owner as liquidated damages, not as a penalty. 2. Bid bond will be issued by a surety company meeting requirements of the General Conditions for surety companies providing bonds and will be submitted on AIA Document A310, Bid Bond or AIA authorized equivalent provided by surety company. The attorney-in-fact who executes the bond on behalf of the surety will affix to the bond a certified and current copy of the power of attorney. 3. Owner may retain bid security of bidders to whom an award is being considered until - a. Contract has been executed and bonds have been furnished, b. Specified time has elapsed so bids may be withdrawn, or c. All bids have been rejected. C. Submission of Bids 1. Submit bid in sealed opaque envelope containing only bid form and bid security. Envelopes will be sealed, bear bidder's name, and include the following: BID FOR LDS North Tigard Meeting House 2013 AC Upgrade -539-1555-1201-0201- If bid is sent by mail, enclose sealed envelope in separate mailing envelope with notation 'SEALED BID ENCLOSED'on face. 2. It is bidder's sole responsibility to see that its bid is received at specified time. Bids received after specified bid opening time will be returned to bidders unopened. 3. No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications, or cancellations will be considered. D. Modification or Withdrawal of Bid 1. Bidder guarantees there will be no revisions or withdrawal of bid amount for 45 days after bid opening. 2. Prior to bid opening, bidders may withdraw bid by written request or by reclaiming bid CON-FSU-0090-US Rev B 19 June 2003 Page 4 of 12 envelope. 3. Prior to bid opening, bidder may mark and sign on the sealed envelope that bidder acknowledges any or all Addenda. 5. CONSIDERATION OF BIDS: A. Opening of Bids - See Invitation to Bid. B. Rejection of Bids - Owner reserves right to reject any or all bids and to waive any irregularity therein. C. Acceptance of Bid 1. No bidder will consider itself under contract after opening and reading of bids until Agreement between Owner and Contractor is fully executed. 2. Bidder's past performance, organization, subcontractor selection, equipment, and ability to perform and complete its contract in manner and within time specified, together with amount of bid, will be elements considered in award of contract. 6. POST-BID INFORMATION: A. The conditionally accepted bidder submitting a bid involving subcontractors will submit its list of proposed subcontractors in a meeting to be held immediately after bid opening. 7. PERFORMANCE BOND AND PAYMENT BOND: A. Bond Requirements - Performance Bond and Labor and Material Payment bond will be required for this Project as specified in the General Conditions. B. Time of Delivery of Bonds - Bonds will be delivered to Owner with Agreement signed by bidder. 8. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR: A. Agreement form will be similar to Owner's sample Form of Agreement included in Bidding Requirements. 9. MISCELLANEOUS: A. Pre-Bid Conference 1. A pre-bid conference will be held at a time and place to be announced. B. Liquidated Damages - Conditions governing liquidated damages are specified in the General Conditions and in the Supplementary Conditions. C. Examination Schedule for Existing Building and Site 1. To be determined. D. Exemption from local taxes -See Supplementary Conditions END OF DOCUMENT CON-FSU-0090-US Rev B 19 June 2003 Page 5 of 12 BLANK PAGE CON-FSU-0090-US Rev B 19 June 2003 Page 6 of 12 SUBCONTRACTORS AND MAJOR MATERIALS SUPPLIERS LIST Project Name: Date: Stake: Project No: General Contractor: General Contractor is to provide the names of the following subcontractors and suppliers to the Church Project Manager immediately following the bid opening: SUBCONTRACTORS AND SUPPLIERS Framing Insulation Drywall Painting HVAC Electrical Other Other END OF DOCUMENT CON-FSU-0090-US Rev B 19 June 2003 Page 7 of 12 BLANK PAGE EQUAL PRODUCT APPROVAL REQUEST FORM Project Name: Request Number: TO: FROM: BID DATE: A proposed product is not legally approved and cannot legally be included in a bid or used in the Work until it appears in an Addendum or other Contract Modification as defined in the General Conditions. See Instructions To Bidders Paragraph 3,C, General Conditions, and Section 016000. PROPOSED EQUAL PRODUCT: Specification Section: Specified Products: Proposed Product: The Undersigned certifies: 1. Proposed equal product has been fully investigated and determined to be equal or superior in all respects to specified products. 2. Same warranty will be furnished for proposed equal product as for specified products. 3. Same maintenance service and source of replacement parts, as applicable, is available. 4. Proposed equal product will have no adverse effect on other trades and will not affect or delay progress schedule. 5. Proposed equal product does not affect dimensions and functional clearances. ATTACHMENTS: Include the following attachments - 1. Copy of the Project Manual Section where the proposed equal product would be specified, rewritten or red-lined to include any changes necessary to correctly specify the proposed equal product. Identify completely changes necessary to the original Project Manual Section. 2. Copies of details, elevations, cross-sections, and other elements of the Project Drawings redone as necessary to show changes necessary to accommodate proposed equal product. Identify completely the changes from the original Drawings. 3. Complete product literature and technical data, installation and maintenance instructions, test results, and other information required to show complete conformance with requirements of the Contract Documents. SIGNED: Company Address City, State, Zip Telephone FAX CON-FSU-0090-US Rev B 19 June 2003 Page 8 of 12 REVIEW COMMENTS: Accepted. See Addenda Number . Submission Not In Compliance With Instructions. Respond to attached comments and resubmit. Proposed Equal Product Not Acceptable. Use specified products. Not Reviewed. Submission received too late. Use specified products. ADDITIONAL COMMENTS: BY: DATE: CON-FSU-0090-US Rev B 19 June 2003 Page 9 of 12 CONSTRUCTION MATERIAL ASBESTOS STATEMENT (U.S.) Project Name: LDS NORTH TIGARD MEETING HOUSE 539-1555-1201-0201 Project Type: AC UNIT UPGRADE Building Address: 11065 SW NORTH DAKOTA STREET, TIGARD OR 97223 Owner: Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-days Saints,a Utah corporation sole Property Number: 539-1555-1201-0201 Completion Date: As CONSULTANT and principal in charge;based on my best knowledge,information,inspection,and belief;I certify that on the above referenced Project,no asbestos containing building materials were specified in the construction documents or given approval in shop drawings or submittals. John Stark Date Consultant and Principal in charge John A.Stark Architect Company Name As GENERAL CONTRACTOR in charge of construction;based on my best knowledge,information,inspection,and belief;I certify that on the above referenced building,no asbestos containing building materials were used in the construction. Date General Contractor in charge Company Name END OF DOCUMENT CON-FSU-0090-US Rev B 19 June 2003 Page 10 of 12 BLANK PAGE SUPPLEMENTARY CONDITIONS MAINTENANCE PROJECT AGREEMENT (U.S.) ITEM 1 - GENERAL 1. Conditions of the Contract apply to each Division of the Specifications. 2. Provisions contained in Division 01 apply to all other Divisions of the Specifications. ITEM 2 - LIQUIDATED DAMAGES PAYABLE TO OWNER: Delay in Completion of the Work. For each day after the expiration of the designated Time of Completion that Contractor has not completed the Work, Contractor will pay Owner the amount of Five-Hundred dollars ($500.00) per day as liquidated damages for Owner's loss of use and the added administrative expense to Owner to administer the Project during the period of delay. In addition, Contractor will reimburse Owner for any additional Architect's fees, attorneys' fees, expert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result of the delay. Owner may deduct any liquidated damages or reimbursable expenses from any money due or to become due to Contractor. If the amount of liquidated damages and reimbursable expenses exceeds any amounts due to Contractor, Contractor will pay the difference to Owner within ten (10) days after receipt of a written request from Owner for payment. END OF DOCUMENT CON-FSU-0090-US Rev B 19 June 2003 Page 11 of 12 BLANK PAGE CON-FSU-0090-US Rev B 19 June 2003 Page 12 of 12 CONTRACTOR BID PROPOSAL AND MAINTENANCE PROJECT AGREEMENT (U.S.) Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints,a Utah corporation sole,("Owner")and the undersigned Contractor("Contractor")hereby agree as follows: 1. Project Site. to the amount of the adjustment resulting from the change;or (b)Owner has issued an order for the change acknowledging Property Number:539-1555-1201-0201 that there is a dispute regarding the compensation adjustment Address: 11065 SW North Dakota Meeting House relating to the change. If Contractor proceeds with a change in Project Type:AC Upgrade the Work without complying with the preceding sentence, Project Name: North Tigard AC Upagrade Contractor agrees that it will not be entitled to any additional compensation for such change. 2. Scope of the Work.Contractor will furnish all labor, materials,and equipment necessary to complete the Work in 6. Correction of Work. Contractor will promptly correct,at its accordance with the Contract Documents.The Work is all own expense, labor,materials,equipment,construction,and services (a) any portion of the Work which required by the Contract Documents. 1) fails to conform to the requirements of the Contract Documents,or 3. Contract Documents.Contract Documents consist of: 2) is rejected by the Owner as defective or because it a. This Agreement: is damaged or rendered unsuitable during b. The Specifications(Division 01 and Divisions installation or resulting from failure to exercise 06,07,09,22,23) proper protection. c. Drawings entitled North Tigard Meetinghouse AC (b) any defects due to faulty materials,equipment,or Upgrade and dated 11/30/2012. workmanship which appear within a period of one year d. Addendum No. dated ;and from the date of Substantial Completion or within such e. All written Field Changes,written Construction Change longer period of time as may be prescribed by law or the Directives and written Change Orders when prepared terms of any applicable special warranty required by the and signed by Owner and Contractor. Contract Documents. Compensation.Owner will pay Contractor for performance 7. Time of Completion.Contractor will complete the Work and of Contractor's obligations under the Contract Documents the have it ready for Owner's inspection within Twenty-Eight(28) sum of Dollars($ ).This is the Contractor's Bid calendar days from Notice to Proceed issued by Owner.Time Proposal Amount. is of the essence. If Contractor is delayed at any time in the progress of the Work by any act or neglect of Owner,or by changes in the Work,or by strikes,lockouts,unusual delay in transportation, unavoidable casualties,or acts of nature 4. Payment. beyond Contractor's control,then the time for completion will a. If the Contractor's Bid Proposal Amount is over be extended by the time that completion of the Work is $50,000.00,Contractor will submit to Owner a schedule delayed. However, Contractor expressly waives any damages of values which allocates the Contractor's Bid Proposal for any such delays other than those delays willfully caused by Amount to various portions of the Work.This schedule, Owner. when accepted by Owner will be used as a basis for reviewing Contractor's payment requests. 8. Permits,Surveys,and Taxes.Contractor will obtain and pay b. Not more than once each month.Contractor will submit for all permits and licenses,and also pay any applicable taxes. a payment request to Owner.Owner will pay Contractor Contractor will also obtain and pay for any surveys it needs to for work completed within thirty(30)days after Owner perform the Work.Contractor will conform to all ordinances receives: and covenants governing the Project Site and/or Work. (1)Contractor's payment request for work to date; (2)a certification by Contractor that Contractor has 9. Compliance with Laws. Contractor will comply with all paid for all labor,materials,and equipment relating to the applicable laws,ordinances, rules, regulations,and orders of Work covered by prior payment requests and that any public authorities relating to performance of the Work. Contractor will pay for all labor, materials,and equipment relating to the Work covered by the current payment 10. Payment of Subcontractors and Materialmen.Contractor request;and will promptly pay for all labor, materials,and equipment used (3)releases of all mechanics'liens and claims of to perform the Work. subcontractors, laborers,or material suppliers who supplied labor and/or materials for the Work covered by 11 Contractor's Insurance. Prior to performing any work, the payment request. Contractor will obtain and maintain during the term of this Owner may modify or reject the payment request if,in Agreement:Commercial General Liability Insurance,Workers' Owner's opinion,the Work for which payment is Compensation Insurance,Automobile Liability Insurance,and requested is not acceptable or is less complete than Employers'Liability Insurance. In the event the Contractor's represented on the payment request. Bid Proposal Amount is over$100,000.00,Contractor's Commercial General Liability Insurance will meet the following 5. Extras and Change Orders.Owner may order changes in additional requirements: the Work by altering,adding to,or deducting from the Work. a. Insurance Services Office(ISO)form Commercial In the event of such a change,Contractor's compensation General(CG)00 01 (11/93)or an equivalent,occurrence and/or the time of completion will be adjusted to reflect the policy with limits of not less than One Million Dollars change. Contractor will not commence work on any change ($1,000,000.00)per occurrence and Two Million Dollars until either:(a)Contractor and Owner have agreed in writing ($2,000,000.00)in the aggregate. Contractor Bid Proposal and Maintenance Project Agreement US Rev N 10 August 2010 Page 1 of 4 4844-4212-0710 Rev N b. Contractor's insurer will add the Owner as an additional unable to obtain a lien release,Owner in its absolute insured on this policy using ISO endorsement CG 2010 discretion may require Contractor to provide a bond (10/93)or its equivalent. around the lien or a bond to discharge the lien,at Contractor's sole expense. Automobile Liability Insurance will be for'any auto"for which c. In addition to the foregoing,Contractor will indemnify and Contractor may be legally responsible,and with not less than hold Owner harmless from any claim of any other One Hundred Thousand Dollars($100,000.00)combined contractor resulting from the performance, single limit coverage. In the event the Contractor's Bid nonperformance or delay in performance of the Work by Proposal Amount is over $100,000.00,the required Contractor. Automobile Liability insurance combined single limit coverage d. The indemnification obligation herein will not be limited will be at least One Million Dollars($1,000,000.00). by a limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or Contractor will submit an ACORD 25-S certificate or its a Subcontractor under worker's compensation acts, equivalent to Owner.Certificate will contain a cancellation disability benefit acts,or other employee benefit acts. clause of the certificate amended to read:"Should any of the above described policies be cancelled before the expiration 14. Resolution of Disputes. In the event there is any dispute date thereof,the issuing insurer will mail 30 days prior written arising under the Contract Documents which cannot be notice to the certificate holder names to the left.". At resolved by agreement between the parties,either party may Contractor's option, Contractor may submit this certificate submit the dispute with all documentation upon which it relies annually to be on file with Owner to cover all maintenance to Director of Architecture, Engineering,and Construction, projects that Contractor performs for Owner. Physical Facilities Department,50 East North Temple, Salt Lake City,Utah 84150,who will convene a dispute resolution 12. Independent Contractor Relationship.The parties expressly conference within thirty(30)days. The dispute resolution agree that Contractor is not an agent or employee of Owner conference will constitute settlement negotiations and any but is an independent contractor solely responsible for all settlement proposal made pursuant to the conference will not expenses relating to Contractor's business. be admissible as evidence of liability, In the event that the parties do not resolve their dispute pursuant to the dispute 13. Indemnity and Hold Harmless. resolution conference,either party may commence legal a. Contractor will indemnify and hold harmless Owner and action to resolve the dispute. Any such action must be Owner's representatives,employees,agents,architects, commenced within six(6)months from the first day of the and consultants from and against any and all claims, dispute resolution conference or be time barred. Submission damages,liability,demands,costs,judgments,awards, of the dispute to the Director as outlined above is a condition settlements,causes of action,losses and expenses precedent to the right to commence legal action to resolve (collectively"Claims"or'Claim"),including but not limited any dispute. In the event that either party commences legal to attorney fees,consultant fees,expert fees,copy costs, action to adjudicate any dispute without first submitting the and other expenses,arising out of or resulting from dispute to the Director, the other party will be entitled to obtain performance of the Work,attributable to bodily injury, an order dismissing the litigation without prejudice and sickness,disease,or death,or to injury to or destruction awarding such other party any costs and attorneys fees of real or personal property,including loss of use incurred by that party in obtaining the dismissal,including resulting therefrom,except to the extent that such liability without limitation copy costs,and expert and consultant fees arises out of the negligence of Owner, its and expenses. representatives,agents,and employees.This indemnity includes,without limitation, indemnification of Owner 15. Termination of Agreement by Contractor. In the event from all losses or injury to Owner's property,except to Owner materially breaches any term of the Contract the extent that such loss or injury arises out of the Documents,Contractor will promptly give Written Notice of negligence of Owner,its representatives, agents,and the breach to Owner. If Owner fails to cure the breach within employees.This indemnity applies,without limitation,to ten(10)days of the Written Notice,Contractor may terminate include Claims occurring both during performance of the the Agreement by giving Written Notice to Owner and recover Work and/or subsequent to completion of the Work. In from Owner the percentage of the Contract Sum represented the event that any Claim is caused in part by a party by the Work completed on the Project site as of the date of indemnified hereunder,that party will bear the cost of termination together with any out of pocket loss Contractor such Claim to the extent it was the cause thereof. In the has sustained with respect to materials and equipment as a event that a claimant asserts a Claim for recovery result of the termination prior to completion of the Work, less against any party indemnified hereunder,the party any offsets. Contractor will not be entitled to unearned profits indemnified hereunder may tender the defense of such or any other compensation or damages as a result of the Claim to Contractor. If Contractor rejects such tender of termination and hereby waives any claim therefor. Contractor defense and it is later determined that the negligence of will provide to Owner all warranty,as built, inspection,and the party indemnified hereunder did not cause all of the other close out documents as well as materials that Claim,Contractor will reimburse the party indemnified Contractor has in its possession or control at the time of hereunder for all costs and expenses incurred by that termination. Without limitation, Contractor's indemnities and party in defending against the Claim.Contractor will not obligations as well as all warranties relative to Work provided be liable hereunder to indemnify any party for damages through the date of termination survive a termination resulting from the sole negligence of that party. hereunder. b. In addition to the foregoing,Contractor will be liable to defend Owner in any lawsuit filed by any Subcontractor 16. Termination of Agreement by Owner for Cause. Should relating to the Project. Where liens have been filed Contractor make a general assignment for the benefit of its against Owner's property,Contractor(and/or its bonding creditors,fail to apply enough properly skilled workmen or company which has issued bonds for the Project)will specified materials to properly prosecute the Work in obtain lien releases and record them in the appropriate accordance with Contractor's schedule,or otherwise county and/or local jurisdiction and provide Owner with a materially breach any provision of the Contract Documents, title free and clear from any liens of Subcontractors. In then Owner may,without any prejudice to any other right or the event that Contractor and/or its bonding company are remedy,give Contractor Written Notice thereof. If Contractor Contractor Bid Proposal and Maintenance Project Agreement US Rev N 10 August 2010 Page 2 of 4 4844-4212-0710 Rev N fails to cure its default within ten(10)days.Owner may 18. Assignment of Contract.The parties hereto will not assign terminate this Agreement by giving Written Notice to any rights or obligations under this Agreement without the Contractor, take possession of the premises and all materials, prior written consent of the other party. tools,and appliances thereon,and finish the Work by what- ever method Owner deems expedient. In such case. 19. Integration Clause.The Contract Documents reflect the full Contractor will not be entitled to receive any further payment agreement of the parties with respect to the Project and the until the Work is finished. If the unpaid balance of the Work and supersede all prior discussions,agreements,and Contract Sum exceeds the expense of finishing the Work, representations regarding the subject matter of the Contract including compensation for additional administrative, Documents.The Contract Documents may be amended only architectural,consultant,and legal services(including without in a written document signed by both parties hereto. limitation attorneys fees,expert fees,copy costs,and other expenses),such excess will be paid to Contractor. If such 20. Applicable Law.The parties acknowledge that the Contract expense exceeds the unpaid balance,Contractor will pay the Documents have substantial connections to the State of Utah. difference to Owner. Contractor will provide to Owner all The Contract Documents will be deemed to have been warranty,as built,inspection,and other close out documents made,executed,and delivered in Salt Lake City,Utah. To the as well as materials that Contractor has in its possession or maximum extent permitted by law, (i) the Contract control at the time of termination. Without limitation, Documents and all matters related to their creation and Contractor's indemnities and obligations as well as all performance will be governed by and enforced in accordance warranties relative to Work provided through the date of with the laws of the State of Utah,excluding conflicts of law termination survive a termination hereunder. rules,and(ii)all disputes arising from or related to the Contract Documents will be decided only in a state or federal 17. Termination of Agreement by Owner for Convenience. court located in Salt Lake City, Utah and not in any other court Notwithstanding any other provision contained in the Contract or state. Toward that end,the parties hereby consent to the Documents,Owner may,without cause and in its absolute jurisdiction of the state and federal courts located in Salt Lake discretion,terminate the Agreement at any time. In the event City, Utah and waive any other venue to which they might be of such termination,Contractor will be entitled to recover from entitled by virtue of domicile,habitual residence,place of Owner the percentage of the Contract Sum equal to the business,or otherwise. percentage of the Work which Owner and/or its architect determines has been completed on the Project site as of the 21. Enforcement. In the event either party commences legal date of termination together with any out of pocket loss action to enforce or rescind any term of the Contract Contractor has sustained with respect to materials and Documents,the prevailing party will be entitled to recover its equipment as a result of the termination prior to completion of attorneys fees and costs,including without limitation all copy the Work,less any offsets. Contractor will not be entitled to costs and expert and consultant fees and expenses,in that unearned profits or any other compensation as a result of the action and on all appeals,from the other party. termination and hereby waives any claim therefor. Contractor will provide to Owner all warranty,as built,inspection,and 22. Bid Proposal/Agreement.Contractor's submission to Owner other close out documents as well as materials that of this agreement signed by Contractor will constitute Contractor has in its possession or control at the time of Contractor's offer and bid proposal to perform the Work termination. Owner may, in Owner's sole discretion,take described in this agreement according to the terms thereof. legal assignment of subcontracts and other contractual rights Owner's signing of this agreement and delivery to Contractor of Contractor. Without limitation,Contractor's indemnities and of the signed copy thereof will constitute acceptance of obligations as well as all warranties relative to Work provided Contractor's offer and will convert this document to a binding through the date of termination survive a termination agreement. hereunder. 23. Effective Date.The effective date of this Agreement is the date indicated by the Owner's signature. Contractor Bid Proposal and Maintenance Project Agreement US Rev N 10 August 2010 Page 3 of 4 4844-4212-0710 Rev N OWNER: CONTRACTOR: Corporation of the Presiding Bishop of The Church of Jesus Christ of company name Latter-day Saints,a Utah corporation sole, By: By: Designated Representative Authorized Representative Print Name: Print Name Title: Address: Address: Telephone No: Telephone No: Fax No. Fax No. Effective Date: Fed.I.D.or SSN:No Reviewed by: Date: Contractor Bid Proposal and Maintenance Project Agreement US Rev N 10 August 2010 Page 4 of 4 4844-4212-0710 Rev N 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units DIVISION 01 MAINTENANCE PROJECT GENERAL REQUIREMENTS 01 1000 SUMMARY 01 1200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 01 3300 SUBMITTAL PROCEDURES 01 3500 SPECIAL PROCEDURES 01 4000 QUALITY REQUIREMENTS 01 4301 QUALITY ASSURANCE— QUALIFICATIONS 01 4523 TESTING AND INSPECTING SERVICES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 6100 PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 01 6400 OWNER-FURNISHED PRODUCTS 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 01 7000 EXECUTION REQUIREMENTS 01 7400 CLEANING AND WASTE MANAGEMENT 01 7700 CLOSEOUT PROCEDURES 01 7800 CLOSEOUT SUBMITTALS SECTION 01 1000 SUMMARY A. Provisions contained in Division 01 apply to all other sections and divisions of Specifications. All instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations set forth in Specifications are obligations of Contractor. B. Comply with applicable laws and regulations. C. Owner may provide furnishings and/or equipment for Project. Contractor will receive, store, and protect such items on site until the date Owner accepts Project. D. Work by Owner: Owner will furnish and install some portions of the Work with its own forces. Complete the Work necessary to accommodate the Work to be performed by Owner before scheduled date for performance of such Work. SECTION 01 1200 MULTIPLE CONTRACT SUMMARY A. Separate contracts may be issued by Owner for performance of certain construction operations at Project site. Contractor will afford other contractors reasonable opportunity to place and store their materials and equipment on site and to perform their work and will properly connect and coordinate its work with theirs where applicable. SECTION 01 1400 WORK RESTRICTIONS A. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and employees comply with following requirements: 1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site beyond Contract limits. 2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project Site. 3. Do not allow use of tobacco in any form on Project Site. 4. Do not allow pornographic or other indecent materials on site. 5. Do not allow work on Project Site on Sundays except for emergency work. 6. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing The Work. General Requirements - 1 - Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 7. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on Project Site. 8. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music within existing facilities. 9. Do not build fires on Project Site. 10. Do not allow weapons on Project Site, except those carried by law enforcement officers and/or other uniformed security personnel who have been retained by Owner or Contractor to provide security services. B. Existing Facilities: 1. If Owner will occupy existing building, reasonably accommodate use of existing facilities by Owner. SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS A. Coordinate construction activities to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations that are dependent upon each other for proper installation, connection, and operation. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION A. Multiple Contract Coordination: 1. Contractor shall be responsible for coordination of Temporary Facilities and Controls, Construction Waste Management and Disposal services, and Final Cleaning for entire Project unless directed otherwise by Owner's Representative for those who perform work on Project from Notice to Proceed to date of Substantial Completion. B. Preconstruction Conference: 1. Attend preconstruction conference and organizational meeting scheduled by Architect or Owner Representative at Project site or other convenient location. 2. Be prepared to discuss items of significance that could affect progress, including such topics as: a. Construction schedule, equipment deliveries, general inspection of tests, preparation of record documents and O&M manuals, project cleanup, security, shop drawings, samples, use of premises, work restrictions, and working hours. SECTION 01 3300 SUBMITTAL PROCEDURES A. Coordination preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently before performance of related construction activities to avoid delay. B. Allow sufficient review time so installation will not be delayed by time required to process submittals. C. Place permanent label or title block on each submittal for identification. Include name of entity that prepared each submittal on label or title block. D. Package each submittal appropriately for transmittal and handling. SECTION 01 3500 SPECIAL PROCEDURES A. Hot Work Permit (Available from Owner's Representative): 1. Required for doing hot work involving open flames or producing heat or sparks such as: a. Brazing. b. Cutting. c. Grinding. d. Soldering. e. Thawing pipe f. Torch applied roofing. g. Welding. General Requirements -2- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 01 4000 QUALITY REQUIREMENTS A. Testing and inspecting services are used to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. B. Conflicting Requirements: If compliance with two or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. C. Minimum Quantity or Quality Levels: Quantity or quality level shown or specified shall be the minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. D. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to verify compliance and guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. E. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements performed by Contractor. They do not include inspections, tests or related actions performed by Architect or Owner Representative, governing authorities or independent agencies hired by Owner or Architect. 1. Where services are indicated as Contractor's responsibility, engage qualified Testing Agency to perform these quality control services. a. Contractor will not employ same testing entity engaged by Owner, without Owner's written approval. F. Notify Owner immediately if asbestos-containing materials or other hazardous materials are encountered while performing the Work. G. Submit to Owner permits, licenses, certifications, inspection reports, releases,jurisdictional settlements, notices, receipts for fee payments,judgments, and similar documents, correspondence, and records establishing compliance with standards and regulations bearing upon performance of the Work. H. Repair And Protection: 1. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 2. Protect construction exposed by or for Quality Assurance and Quality Control activities. 3. Repair and protection are Contractor's responsibility, regardless of assignment of responsibility for Quality Assurance and Quality Control Services. SECTION 01 4301 QUALITY ASSURANCE - QUALIFICATIONS A. Qualifications: Qualifications in this Section establish minimum qualification levels required; individual Specification Sections specify additional requirements: 1. Fabricator/Supplier/ Installer Qualifications. a. Firm experienced in producing products similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required units: 1) Where heading `VMR (Value Managed Relationship) Suppliers/Installers' is used to identify list of specified suppliers or installers, Owner has established relationships that extend beyond requirements of this Project. No other suppliers/installers will be acceptable. Follow specified procedures to preserve relationships between Owner and specified suppliers/installers and advantages that accrue to Owner from those relationships. 2) Where heading 'Acceptable or Approved Suppliers/Installers/Fabricators' is used to identify list of specified suppliers/installers/fabricators, use only one of listed suppliers/installers/ fabricators. No others will be acceptable. 2. Factory-Authorized Service Representative Qualifications: General Requirements - 3 - Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units a. Authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. 3. Installer Qualifications: a. Firm or individual experienced in installing,erecting, or assembling work similar in material, design, and extent to that indicated for this Project,whose work has resulted in construction with record of successful in-service performance. 4. Manufacturer Qualifications: a. Firm experienced in manufacturing products or systems similar to those indicated for this Project and with record of successful in-service performance, as well as sufficient production capacity to produce required units. 5. Manufacturer's Field Services Qualifications: a. Experienced authorized representative of manufacturer to inspect field-assembled components and equipment installation, including service connections. 6. Professional Engineer Qualifications: a. Professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of kind indicated. Engineering services are defined as those performed for installations of system, assembly, or products that are similar to those indicated for this Project in material, design, and extent. 7. Specialists: a. Certain sections of Specifications require that specific construction activities will be performed by entities who are recognized experts in those operations. Specialists will satisfy qualification requirements indicated and will be engaged for activities indicated. Requirement for special will not supersede building codes and regulations governing the Work. 8. Testing Agency Qualifications: a. Independent Testing Agency with experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E329; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. b. Testing Laboratory: 1) AASHTO Materials Reference Laboratory(AMRL)Accreditation Program. 2) Cement and Concrete Reference Laboratory (CCRL). 3) Nationally Recognized Testing Laboratory (NRTL): Nationally recognized testing laboratory according to 29 CFR 1910.7. 4) National Voluntary Laboratory (NVLAP): Testing Agency accredited according to National Institute of Standards and Technology (NIST)Technology Administration, U. S. Department of Commerce Accreditation Program. SECTION 01 4523 TESTING AND INSPECTION SERVICES A. Submittals: 1. Certificates: Testing Agency will submit certified written report of each inspection, test, or similar service. 2. Tests and Evaluation Reports: a. Testing Agency or Agencies will prepare logs,test reports, and certificates applicable to specific tests and inspections and deliver copies to Owner's Representative and to each of following if involved on project: Architect, Consulting Engineers (Engineer of Record), General Contractor, Authorities Having Jurisdiction (if required). 3. Testing Agency: a. Qualifications of Testing Agency management, personnel, inspector and technicians designated to project. b. Provide procedures for non-destructive testing, equipment calibration records, personnel training records, welding inspection, bolting inspection, shear connector stud inspection, and seismic connection inspections. B. Quality Assurance: 1. Owner or Owner's designated representative(s)will perform quality assurance. Owner's quality assurance procedures may include observations, inspections, testing, verification, monitoring and any other procedures deemed necessary by Owner to verify compliance with Contract Documents. 2. Owner will employ independent Testing Agencies to perform certain specified testing, as Owner deems necessary. Owner's employment of an independent Testing Agency does not relieve Contractor of General Requirements -4- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units Contractor's obligation to perform the Work in strict accordance with requirements of Contract Documents. 3. Certification: a. Product producers and associations,which have instituted approved systems of quality control and which have been approved by document approval agencies, are not required to have further testing. b. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified by agency, lumber, plywood grade marked by approved associates, and materials or equipment bearing underwriters' laboratory labels require no further testing and inspection. 4. Written Practice for Quality Assurance: a. Testing Agency will maintain written practice for selection and administration of inspection personnel, describing training, experience, and examination requirements for qualification and certification of inspection personnel. b. Written practice will describe testing agency procedures for determining acceptability of structure in accordance with applicable codes, standards, and specifications. c. Written practice will describe Testing Agency inspection procedures, including general inspection, material controls, visual welding inspection, and bolting inspection. C. Quality Control: 1. Quality Control will be sole responsibility of Contractor. Contractor will be responsible for testing, coordination, start-up, operational checkout, and commissioning of all items of the Work included in Project. All costs for these services will be included in Contractor's cost of the Work: a. Notify results of all Testing and Inspection performed by Contractor's independent Testing Agencies to Architect and/or Owner's Representative within 24 hours of test or inspection having been performed. b. Testing Laboratory: 1) Testing and Inspection Reports will be distributed as follows: a) 1 copy to Owner's Representative. b) 1 copy to Architect. c) 1 copy to Consulting Engineer(s) (Engineer of Record). d) 1 copy to Authorities Having Jurisdiction (if required). D. Tests And Inspections- General: 1. Testing specifically identified to be conducted by Owner, will be performed by an independent entity and will be arranged and paid for by Owner. 2. Individual Sections in Division 01 through Division 50 indicate if Owner will provide testing and inspection of the Work of that Section. 3. Owner may engage additional consultants for testing, air balancing, commissioning, or other special services. Activities of any such Owner consultants are in addition to Contractor testing of materials or systems necessary to prove that performance is in compliance with Contract requirements. Contractor must cooperate with persons and firms engaged in these activities. 4. Tests include but not limited to those described in detail in 'Field Quality Control' in Part 3 of Individual Sections in Divisions 01 through Division 50. 5. Taking Specimens: a. Only testing laboratory shall secure, handle, transport, or store any samples and specimens for testing 6. Scheduling Testing Agency: a. Contractor will coordinate the Work and facilitate timeliness of such testing and inspecting services so as not to delay the Work: b. Contractor will notify Testing Agency and Architect or Owner Representative to schedule tests and / or inspections: 1) Architect will notify Owner's Representative before each test and/or inspection. E. Architect's Responsibility: 1. Architect Duties: a. Notify Owner's Representative before each test and/or inspection. F. Contractor's Responsibility: 1. Owner's employment of an independent Testing Agency does not relieve Contractor of Contractor's obligation to perform the Work in strict accordance with requirements of Contract Documents. 2. Tests and inspections that are not explicitly assigned to Owner are responsibility of Contractor. General Requirements -5- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 3. Cooperate with Testing Agency(s) performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify Testing Agency before operations to allow assignment of personnel. Auxiliary services required include but are not limited to: a. Providing access to the Work and furnishing incidental labor, equipment, and facilities deemed necessary by Testing Agency to facilitate inspections and tests at no additional cost to Owner. b. Taking adequate quantities of representative samples of materials that require testing or helping Testing Agency in taking samples. c. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. d. Providing Testing Agency with preliminary design mix proposed for use for materials mixes that require control by Testing Agency. 4. For any requested inspection, Contractor will complete prior inspections to ensure that items are ready for inspection. 5. All Work is subject to testing and inspection and verification of correct operation. 6. Comply: a. Upon completion of Testing Agency's inspection, testing, sample-taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. b. Comply with Contract Documents in making such repairs. 7. Data: a. Furnish records, drawings, certificates, and similar data as may be required by testing and inspection personnel to assure compliance with Contract Documents. 8. Defective Work (Non-Conforming Work): Non-conforming Work as covered in General Conditions applies, but is not limited to following requirements: a. Where results of inspections, tests, or similar services show that the Work does not comply with Contract Document requirements, correct deficiencies in the Work promptly to avoid work delays. b. Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance. c. Contractor will be responsible for any and all costs incurred resulting from inspection that was scheduled prematurely or retesting due to failed tests. d. Remove and replace any Work found defective or not complying with contract document requirements at no additional cost to Owner. e. Should test return unacceptable results, Contractor will bear all costs of retesting and re-inspection as well as cost of all material consumed by testing, and replacement of unsatisfactory material and/or workmanship. 9. Protection: a. Protect construction exposed by or for quality assurance and quality control service activities, and protect repaired construction. 10. Scheduling: Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities: a. Schedule testing and inspections in advance so as not to delay the Work and to eliminate any need to uncover the Work for testing or inspection. b. Notify Testing Agency and Architect or Owner as noted in Sections in Division 01 thru Division 50 prior to any time required for such services. c. Incorporate adequate time for performance of all inspections and correction of noted deficiencies. d. Schedule sequence of activities to accommodate required services with minimum of delay. e. Schedule sequence of activities to avoid necessity of removing and replacing construction to accommodate testing and inspections. 11. Test and Inspection Log: a. Provide system of tracking all field reports, describing items noted, and resolution of each item. Prepare record of tests and inspections. Include following requirements: 1) Date test or inspection was conducted. 2) Description of the Work tested or inspected. 3) Date test or inspection results were transmitted to Architect or Owner Representative. 4) Identification of Testing Agency or inspector conducting test or inspection. b. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's or Owner's reference during normal working hours. G. Testing Agency Services And Responsibility: 1. Testing Agency, including independent testing laboratories, will be licensed and authorized to operate in jurisdiction in which Project is located. General Requirements -6 - Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units a. Approved Testing Agency Qualifications: Requirements of Section 01 4301 apply. 2. Testing and Inspection Services: a. Testing Agency will not release, revoke, alter, or increase Contract Document requirements or approve or accept any portion of the Work. b. Testing Agency will not give direction or instruction to Contractor. c. Testing Agency will have full authority to see that the Work is performed in strict accordance with requirements of Contract Documents and directions of Owner's Representative and/or Architect. d. Testing Agency will not provide additional testing and inspection services beyond scope of the Work without prior approval of Owner's Representative and/or Architect. 3. Testing Agency Duties: a. Independent Testing Agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual specification Sections will cooperate with Architect or Owner Representative and Contractor in performance of its duties and will provide qualified personnel to perform required inspections and tests. b. Testing Agency will test or obtain certificates of tests of materials and methods of construction, as described herein or elsewhere in technical specification. c. Testing Agency will provide management, personnel, equipment, and services necessary to perform testing functions as outlined in this section. d. Testing Agency must have experience and capability to conduct testing and inspecting indicated by ASTM standards and that specializes in types of tests and inspections to be performed. e. Testing Agency will comply with requirements of ASTM E329, ASTM E543, ASTM C1021,ASTM C1077, ASTM C1093, ASTM D3666, ASTM D3740, and other relevant ASTM standards. f. Testing Agency must calibrate all testing equipment at reasonable intervals (minimum yearly)with accuracy traceable to either National Bureau of Standards or accepted values of natural physical constants. g. Welding Procedure Review: Testing Agency will provide review and approval or rejection of all welding procedures to be used and verify compliance with all reference standard requirements. 4. Testing and Inspection Reports: a. Conduct and interpret tests and inspections and state in each report whether tested and inspected Work complies with or deviates from requirements. b. Laboratory Reports: Testing Agency will furnish reports of materials and construction as required, including: 1) Description of method of test. 2) Identification of sample and portion of the Work tested. a) Description of location in the Work of sample. b) Time and date when sample was obtained. c) Weather and climatic conditions at time when sample was obtained. 3) Evaluation of results of tests including recommendations for action. c. Inspection Reports: Testing Agency will furnish "Inspection at Site"reports for each site visit documenting activities, observations, and inspections. Include notation of weather and climatic conditions, time and date conditions and status of the Work, actions taken, and recommendations or evaluation of the Work. d. Reporting Testing and Inspection (Conforming Work): 1) Submit testing and inspection reports as required within twenty four(24) hours of test or inspection having been performed. e. Reporting Testing and Inspection Defective Work (Non-Conforming Work): 1) Testing Agency, upon determination of irregularities, deficiencies observed or test failure(s) observed in the Work during performance of its services of test or inspection having been performed, will: a) Verbally notify results to Architect, Contractor, and Owner's Representative within one hour of test or inspection having been performed (if Defective Work(Non-Conforming Work)is incorporated into project). b) Submit written inspection report and test results as required within twenty four(24) hours of test or inspection having been performed. f. Final Report: 1) Submit final report of tests and inspections at Substantial Completion, which identify unresolved deficiencies. H. Field Tests and Inspections requirements are described in 'Field Quality Control' in Division 01 thru Division 50 Sections. General Requirements - 7- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS A. Owner will provide electric power for construction activities within limits available at existing facility. B. Exercise caution to avoid fire damage. Do not build fires on site. C. Permanent mechanical system may be operated upon following conditions: 1. Do not interfere with normal set-back temperature patterns except as approved by Project Manager. 2. Do not operate system when the Work causing airborne dust is occurring or when dust caused by such Work is present without first installing temporary filtering system. D. Existing lighting system may be used by Contractor. E. Contractor will use existing water supply for construction purposes to extent of existing facilities. F. Existing restroom facilities may be used by Contractor. Clean restrooms and portions of existing building used in accessing restrooms daily. If existing facilities are not usable, provide and maintain temporary sanitary toi- let. G. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm. H. Contractor is responsible for security of materials, tools, and equipment. Do not permit others to use building keys provided by Owner. Safeguard building and contents while the Work is being performed and secure building when the Work is finished for day. I. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due to construction activities. J. Provide temporary enclosures at exterior building openings for security and protection from weather, theft, and vandalism. Erect and maintain dust-proof partitions and enclosures as required to prevent spread of dust and fumes to occupied portions of building. K. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that com- ply with environmental regulations and reduce possibility that air, waterways, and subsoil might be contami- nated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment that pro- duce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near site. Protect the Work, materials, apparatus, and fixtures from injury due to weath- er, theft, and vandalism. SECTION 01 6100 PRODUCT REQUIREMENTS A. Provide products that comply with Contract Documents, are undamaged, and, unless otherwise indicated, are new and unused at time of installation. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and for intended use and effect: SECTION 01 6200 PRODUCT OPTIONS A. Product selection is governed by Contract Documents and governing regulations, not by previous Project ex- perience. Procedures governing product selection include: 1. Substitutions And Equal Products: a. Generally speaking, substitutions for specified products and systems, as defined in Uniform Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements. b. Approved Products/ Manufacturers/ Suppliers/ Installers: 1) Category One: a) Owner has established 'Value Managed Relationships' that extend beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. b) Follow specified procedures to preserve relationships between Owner and specified manufacturers/suppliers and advantages that accrue to Owner from those relationships. General Requirements -8 - Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 2) Category Two: a) Owner has established National Contracts that contain provisions extending beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. b) Follow specified procedures to preserve relationships between Owner and specified manufacturers/suppliers and advantages that accrue to Owner from those relationships. 3) Category Three: a) Specified products are provided to Church Projects under a National Account Program. Use these products to preserve advantages that accrue to Owner from those programs. No substitutions or equal products will be allowed on this Project. 4) Category Four: a) Provide only specified products available from manufacturers listed. No substitutions, private-labeled, or equal products, or mixing of manufacturers' products is allowed on this Project. b) In Sections where lists recapitulating Manufacturers previously mentioned in Section are included under heading 'Manufacturers' or 'Approved Manufacturers', this is intended as convenience to Contractor as listing of contact information only. It is not intended that all manufacturers in list may provide products where specific products and manufacturers are listed elsewhere in Section. c. Acceptable Products/ Manufacturers/Suppliers/ Installers: 1) Type One: Use specified products/manufacturers unless approval to use other products/ manufacturers has been obtained from Architect or Owner Representative by Addendum. 2) Type Two: Use specified products/manufacturers unless approval to use other products and manufacturers has been obtained from Architect or Owner Representative in writing before installing or applying unlisted or private-labeled products. 3) Use 'Equal Product Approval Request Form' to request approval of equal products, manufacturers, or suppliers before bidding or before installation, as noted in individual Sections. d. Quality/Performance Standard Products/ Manufacturers: 1) Class One: Use specified product/manufacturer or equal product from specified manufacturers only. 2) Class Two: Use specified product/manufacturer or equal product from any manufacturer. 3) Products/manufacturers used will conform to Contract Document requirements. SECTION 01 6400 OWNER-FURNISHED PRODUCTS A. Install items furnished by Owner or receive and store in safe condition items purchased directly by Owner ac- cording to requirements of Contract Documents. SECTION 01 6600 DELIVERY, STORAGE, AND HANDLING REQUIREMENTS A. Deliver, store, and handle products according to manufacturer's recommendations, using means and meth- ods that will prevent damage, deterioration, and loss, including theft. B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, haz- ardous, easily damaged, or sensitive to deterioration, theft, and other losses. C. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protected. E. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units. F. Store heavy materials away from Project structure so supporting construction will not be endangered. G. Store products subject to damage by elements above ground, under cover in weather tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. General Requirements - 9- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 01 7000 EXECUTION REQUIREMENTS A. Design, furnish, and install all shoring, bracing, and sheathing as required for safety and for proper execution of the Work and, unless otherwise required, remove same when the Work is completed. B. Require installer of each major component to inspect both substrate and conditions under which the Work is to be done. Notify Owner in writing of unsatisfactory conditions. Do not proceed until unsatisfactory conditions have been corrected. C. Provide attachment and connection devices and methods necessary for securing the Work. Secure the Work true to line and level. Allow for expansion and building movement. D. Recheck measurements and dimensions before starting each installation. E. Where mounting heights are not shown, install individual components at standard mounting heights recog- nized within industry or local codes for that application. Refer questionable mounting height decisions to Owner for final decision. F. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition the Work is performed in rooms and areas from which such items have not been removed. G. Completion Inspection: 1. Upon 100 percent completion of Project, Contractor will request Substantial Completion Inspection. 2. Owner will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items to be corrected. 3. Contractor will notify Owner in writing when items have been corrected. SECTION 01 7400 CLEANING AND WASTE MANAGEMENT A. Disposal Of Waste: 1. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in landfill or incinerator acceptable to authorities having jurisdiction: a. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on- site b. Remove and transport debris in manner that will prevent spillage on adjacent surfaces and areas. 2. Burning: Do not burn waste materials. 3. Disposal: Transport waste materials off Owner's property and legally dispose of them. B. Progress Cleaning: 1. Keep premises broom-clean during progress of the Work. 2. During handling and installation, protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from soiling, damage, or deterioration until Sub- stantial Completion. 3. Clean and maintain completed construction as frequently as necessary throughout construction period. 4. Remove waste materials and rubbish caused by employees, subcontractors, and contractors under sepa- rate contract with Owner and dispose of legally. C. Final Cleaning: 1. Clean each surface or unit to condition expected in normal, commercial-building cleaning and mainte- nance program. Comply with manufacturer's instructions. Remove all rubbish from under and about build- ing and leave building clean and habitable. 2. In addition to general cleaning noted above, perform cleaning for all trades at completion of the Work in areas where construction activities have occurred. 3. If Contractor fails to clean up, Owner may do so and charge cost to Contractor. SECTION 01 7700 CLOSEOUT PROCEDURES A. General: General Requirements -10- Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. Closeout process consists of three specific project closeout inspections. Contractor shall plan sufficient time in construction schedule to allow for required inspections before expiration of Contract Time. 2. Contractor shall conduct his own inspections of The Work and shall not request closeout inspections until The Work of the contract is reasonably complete and correction of obvious defects or omissions are com- plete or imminent. 3. Date of Substantial Completion shall not occur until completion of construction work, unless agreed to by Architect/Owner's Representative and included on Certificate of Substantial Completion. B. Preliminary Closeout Review: 1. When Architect, Owner and Contractor agree that project is ready for closeout, Pre-Substantial Inspection shall be scheduled. Preparation of floor substrate to receive carpeting and any work which could con- ceivably damage or stain carpet must be completed, as carpet installation will be scheduled immediately following this inspection. 2. Prior to this inspection, completed test and evaluation reports for HVAC system and font, where one oc- curs, are to be provided to Project Manager,Architect, and applicable consultants. 3. Architect and his appropriate consultants, together with Contractor and mechanical, plumbing, fire protection, and electrical sub-contractors shall conduct a space by space and exterior inspection to review materials and workmanship and to demonstrate that systems and equipment are operational. a. Punch list of items requiring completion and correction will be created. b. Time frame for completion of punch list items will be established, and date for Substantial Completion Inspection shall be set. C. Substantial Completion Inspection: 1. When Architect, Owner and Contractor agree that project is ready for Substantial Completion, an inspec- tion is held. Punch list created at Pre-Substantial Inspection is to be substantially complete. 2. Prior to this inspection, Contractor shall discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups and similar elements. 3. Architect, Owner and Contractor review completion of punch list items. When Owner and Architect con- firm that Contractor has achieved Substantial Completion of The Work, Owner, Architect and Contractor will execute Certificate of Substantial Completion that contains: a. Date of Substantial Completion. b. Punch List Work not yet completed, including seasonal and long lead items. c. Amount to be withheld for completion of Punch List Work. d. Time period for completion of Punch List Work. e. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor fails to complete Punch List Work within time set forth in Certificate. 4. Contractor shall present Closeout Submittals to Architect and place tools, spare parts, extra stock, and similar items required by Contract Documents in locations as directed by Facilities Manager. D. Final Acceptance Meeting: 1. When punch list items except for any seasonal items or long lead items which will not prohibit occupancy are completed, Final Acceptance Meeting is held. 2. Owner, Architect and Contractor execute Owner's Project Closeout-Final Acceptance form, and verify: a. All seasonal and long lead items not prohibiting occupancy, if any, are identified, with committed to completion date and amount to be withheld until completion. b. Owner's maintenance personnel have been instructed on all system operation and maintenance as required by the Contract Documents. c. Final cleaning requirements have been completed. 3. If applicable, once any seasonal and long lead items are completed, Closeout Inspection is held where Owner and Architect verify that The Work has been satisfactorily completed, and Owner, Architect and Contractor execute Closeout portion of the Project Closeout- Final Acceptance form. 4. When Owner and Architect confirm that The Work is satisfactorily completed, Architect will authorize final payment. SECTION 01 7800 CLOSEOUT SUBMITTALS E. Operations And Maintenance Data: 1. Certifications required by Contract Documents. 2. Copies of warranties required by Contract Documents. General Requirements - 11 - Division 01 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 3. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and other interpretations issued during construction. a. Mark these documents to show variations in actual Work performed in comparison with text of specifications and Modifications. Show substitutions, selection of options, and similar information, particularly on elements that are concealed or cannot otherwise be readily discerned later by direct observation. b. Note related record drawing information and Product Data. 4. Copy of Soils Report. 5. Operations and maintenance submittals required by Contract Documents. 6. Site Management Plan (SMP): a. Maintenance recommendations for Site Management Plan (SMP) required by Contract Documents. b. Recommended procedures to be established by Owner for maintenance of landscape work for one (1)full year after contract maintenance period ends required by Contract Documents. 7. Testing and Inspection Reports required by Contract Documents. F. Warranties: 1. When written guarantees beyond one (1) year after substantial completion are required by Contract Doc- uments, secure such guarantees and warranties properly addressed and signed in favor of Owner. In- clude these documents in Operations& Maintenance Manual(s) specified above. 2. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under other provisions of Contract Documents. G. Project Record Documents: 1. Do not use record documents for construction purposes. Protect from deterioration and loss in secure, fire-resistive location. Provide access to record documents for reference during normal Working hours. 2. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies from the Work as originally shown. Give particular attention to concealed elements that would be difficult to measure and record at later date: a. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. b. Mark new information that is important to Owner, but was not shown on Drawings. c. Note related Change Order numbers where applicable. END OF SECTION General Requirements - 12 - Division 01 DIVISION 04: MASONRY 040100 MAINTENANCE OF MASONRY 04 0121 UNIT MASONRY REPOINTING 040500 COMMON WORK RESULTS FOR MASONRY 04 0513 CEMENT AND LIME MASONRY MORTARING END OF TABLE OF CONTENTS Table of Contents - 1 - 04 0000 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 04 0121 UNIT MASONRY REPOINTING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Remove existing mortar clean joints, and tuck-point as described in Contract Documents. 2. Remove, clean, and reinstall existing masonry units as described in Contract Documents. B. Related Requirements: 1. Section 04 0513: Cement and Lime Masonry Mortaring. 1.2 REFERENCES A. Reference Standards: 1. ASTM International: a. ASTM C150/C150M-12, 'Standard Specification for Portland Cement'. b. ASTM C207-06(2011), 'Standard Specification for Hydrated Lime for Masonry Purposes'. PART 2 - PRODUCTS 2.1 SYSTEM A. Materials: 1. Design Criteria: a. Hydrated Lime: Meet requirements of ASTM C207, Type S. b. Portland Cement: Meet requirements of ASTM C150/C150M-09, Type II, White (non- staining). c. Aggregate: 1) Match existing as much as possible. 2) Generally, sand with rounded edges is preferred. 2. Color: a. Match existing mortar color unless otherwise agreed to. b. This will generally require fresh mortar to be slightly darker than existing to compensate for natural bleaching with age. 3. Water: Clean, drinkable. B. Mixes: 1. Pointing mortar shall be softer or no harder than existing mortar. Unless agreed to otherwise, mix may be one part lime and 2 parts sand. Portland cement may be added up to 20 percent of total lime and sand. Use no admixtures. 2. Mix dry ingredients, then add about half water and mix for five minutes. Add additional water slowly until proper consistency is reached. Use mortar within 30 minutes. Do not re-temper. Unit Masonry Repointing - 1 - 04 0121 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 3 - EXECUTION 3.1 PERFORMANCE A. Interface With Other Work: Coordinate work of this Section with general masonry cleaning so all, except final pointing, is completed before general masonry cleaning, if any. B. Remove mortar from joint 2-1/2 times deeper than joint width or one inch, whichever is greater, with hammer and cold chisel or other suitable hand tools. Do not use power tools unless it can be demonstrated to Architect's satisfaction that masonry surfaces will not be damaged. C. Remove masonry from designated areas, if any, and clean mortar from salvageable removed units and from surrounding units in wall. Re-lay masonry units in wall leaving raked joint to approximate depth of existing joints prepared for repointing. Mortar for re-laying shall be as specified in Section 04 0513. D. Clean joints with combination of water flushing and brushing with bristle brush. E. Work fresh mortar from'hawk' to joint with jointing tool. First fill recessed areas, which are deeper than standard chiseled depth, and then proceed to fill raked joint using several layers of mortar and working tool in one direction only. Each layer of mortar shall be thumbprint hard before succeeding layer is applied. Where corners of face brick have eroded, it may be necessary to recess mortar to some degree in order to maintain consistent visual width of joints. F. Perform final tooling when mortar is thumbprint hard. 3.2 CLEANING A. Clean face of masonry one to two hours after mortar has set. 1. Use plain stiff bristle brush. 2. If mortar has become too hard, use brush and plain water and wooden paddle or, if necessary, a chisel. 3. If harsher cleaning methods are required, allow mortar to cure thirty (30) days before commencing. END OF SECTION Unit Masonry Repointing -2 - 04 0121 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 04 0513 CEMENT AND LIME MASONRY MORTARING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of masonry mortar used on Project. B. Related Requirements: 1. Section 01 0000: 'General Requirements': a. Section 01 4000: 'Quality Requirements' for administrative and procedural requirements for quality assurance and quality control. b. Section 01 4301: 'Quality Assurance —Qualifications' establishes minimum qualification levels required. 2. Sections Under 04 2000 Heading: Furnish and install mortar. 1.2 REFERENCES A. Definitions: 1. Mortar: Plastic mixture of cementitious materials, fine aggregate and water. See ASTM C270. B. Reference Standards: 1. ASTM International: a. ASTM C144-11, 'Standard Specification for Aggregate for Masonry Mortar'. b. ASTM C150/C150M-12, 'Standard Specification for Portland Cement'. c. ASTM C207-06(2011), 'Standard Specification for Hydrated Lime for Masonry Purposes'. d. ASTM C270-12a, 'Standard Specification for Mortar for Unit Masonry'. 1.3 SUBMITTALS A. Informational Submittals: 1. Source Quality Control Submittals: a. If pre-mixed wet mortar or pre-blended dry mortar mix are to be used, provide certification from Manufacturer or Supplier verifying that mixes meet specification requirements. b. If site mixed /blended mortar is to be used, provide written description of proposed method of measuring and mixing of materials. PART 2 - PRODUCTS 2.1 SYSTEM A. Performance: 1. Minimum Compressive Strength at 28 Days: a. Type N: 750 psi (5.17 MPa). B. Materials: 1. Portland Cement: a. Meet requirements of ASTM C150, Type II Low Alkali unless approved otherwise in writing by Architect. 2. Hydrated Lime: Cement And Lime Masonry Mortaring - 1 - 04 0513 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units a. Meet requirements of ASTM C207, Type S. 3. Aggregate: a. Standard Mortar: 1) Natural or manufactured sand meeting requirements of ASTM C144 and following: a) Fineness modulus: 1.6 to 2.5 percent b) Water demand, ratio by weight: 0.65 percent maximum c) Grading: Percent Passing Sieve Sieve Natural Sand Manufactured Sand No. 4 4.750 mm 100 100 No. 8 2 360 mm 95 to 100 95 to 100 No. 16 1.191 mm 70 to 100 70 to 100 No. 30 0.594 mm 40 to 75 40 to 75 No. 50 0.297 mm 10 to 35 20 to 40 No. 100 0.150 mm 2 to 15 10 to 25 No. 200 0.075 mm none 0 to 10 4. Water: a. Clean and free of acids, alkalis, and organic materials. 5. Admixtures: a. Use no admixtures, except for color pigments specified below, without Architect's written permission. Use of any admixture to meet cold weather requirements and admixtures that increase air entrainment are expressly forbidden under all circumstances. C. Mixes: 1. General: a. Heat water and sand to 140 deg F (60 deg C)maximum if temperature is below 40 deg F (4 deg C). 2. Unit Masonry Mortar: Type 'N' a. Parts by Volume: Portland Cement 1 Hydrated Lime 1 Damp Loose Sand: 2-1/4 minimum to three maximum, times sum of volumes of cement and lime used. Maintain sand piles in damp, loose condition. b. Parts by Weight: Portland Cement 94 lbs 43 kg Hydrated Lime 40 lbs 18 kg Dry Sand 360 lbs min. to 480 lbs max. 163 kg min. to 218 kg max. PART 3 -EXECUTION: Not Used END OF SECTION Cement And Lime Masonry Mortaring - 2 - 04 0513 DIVISION 05: METALS 050500 COMMON WORK RESULTS OF METALS 05 0523 METAL FASTENINGS END OF TABLE OF CONTENTS Table of Contents - 1 - 05 0000 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 05 0523 METAL FASTENING PART I -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of structural metal-to-metal, wood-to-metal, and wood-to-wood bolts used on Project. 2. Requirements and standards for site welded metal-to-metal connections. B. Related Requirements: 1. Performance of welding specified under Section concerned. 1.2 REFERENCES A. Reference Standards: 1. American National Standards Institute/American Welding Society: a. ANSI/AWS D1.1/D1.1M:2010, 'Structural Welding Code -Steel'. b. ANSI/AWS D1.3/D1.3M:2010, 'Structural Welding Code -Sheet Steel'. 2. ASTM International: a. ASTM A36/A36M-08, 'Standard Specification for Carbon Structural Steel'. 1.3 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but not limited to the following: 1. Welders shall be certified 30 days minimum before beginning work on Project. If there is doubt as to proficiency of welder,Architect may require welder to take another test, at no expense to Owner. Certification shall be by Pittsburgh Laboratories or other authority approved by Architect. B. Certifications: 1. Maintain welder's certifications on job-site. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Materials: 1. Bolts And Threaded Fasteners: a. Anchor Rods For Steeple Base Connections: Conform to requirements of ASTM A36. b. Bolts: Conform to requirements of ASTM A307, Grade A. 2.2 ACCESSORIES A. Arc-Welding Electrodes: Type E70XX AWS Iron and Steel Arc-welding electrodes and meeting current AISC Specifications. Metal Fastening - 1 - 05 0523 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 3 - EXECUTION 3.1 PERFORMANCE A. Welding shall meet requirements of ANSI /AWS D1.1 and D1.3. END OF SECTION Metal Fastening -2 - 05 0523 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units DIVISION 06: WOOD, PLASTICS, AND COMPOSITES 061000 ROUGH CARPENTRY 06 1100 WOOD FRAMING END OF TABLE OF CONTENTS Table of Contents - 1 - 06 0000 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units BLANK PAGE Table of Contents -2- 06 0000 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 061100 WOOD FRAMING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Furnished Under This Section: 1. Miscellaneous framing at wall penetrations. 1.2 REFERENCES A. Reference Standards: 1. National Institute of Standards and Technology (NIST),Technology Administration, U. S. Department of Commerce: a. Voluntary Product Standard DOC PS 20-05, 'American Softwood Lumber Standard.' 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Participate in pre-installation conference held jointly with Section 06 1636. a. Schedule pre-installation conference immediately before beginning framing work. b. In addition to agenda items specified in Section 01 3100, review following: 1) Equipment and gypsum board blocking in wood framed walls. 2) Nails and nailing requirements. 3) Connections. 1.4 SUBMITTALS A. Informational Submittals: 1. Test And Evaluation Reports: a. Technical and engineering data on nails to be set by nailing guns for Architect's approval of types proposed to be used as equivalents to specified hand set nails and adjusted number and spacing of pneumatically-driven nails to provide equivalent connection capacity. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Protect lumber and keep under cover in transit and at job site. 2. Do not deliver material unduly long before it is required. B. Storage And Handling Requirements: 1. Store lumber on level racks and keep free of ground to avoid warping. 2. Stack to insure proper ventilation and drainage. Wood Framing - 1 - 06 1100 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 2 -PRODUCTS 2.1 MATERIALS A. Dimension Lumber: 1. Meet requirements of PS 20 and National Grading Rules for softwood dimension lumber. 2. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber Standards Committee identifying species of lumber by grade mark or by Certificate of Inspection. 3. Lumber 2 inches (50 mm) or less in nominal thickness shall not exceed 19 percent in moisture content at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or'MC15.' 4. Lumber shall be S4S. B. See drawings for additional requirements. 2.2 ACCESSORIES A. Blocking: 1. Sound lumber without splits, warps,wane, loose knots, or knots larger than 1/2 inch (13 mm). PART 3 -EXECUTION 3.1 INSTALLATION A. Interface With Other Work: 1. Coordinate with other Sections for location of blocking required for installation of equipment and building specialties. Do not allow installation of gypsum board until required blocking is in place. 2. Where manufactured items are to be installed in framing, provide rough openings of dimensions within tolerances required by manufacturers of such items. Confirm dimensions where not shown on Drawings. 3. Nailing: a. Stud to plate: 2 by 4 inch nominal 38 by 89 mm End nail, two 16d OR toe nail, four 8d 2 by 6 inch nominal 38 by 140 mm End nail, three 16d OR toe nail, four 8d 2 by 8 inch nominal 38 by 184 mm End nail, four 16d OR toe nail, six 8d b. Backing And Blocking: Three 8d, each end. B. Accessory/Equipment Mounting And Gypsum Board Back Blocking (nailers): 1. Furnish and install blocking in wood framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Furnish and install back blocking in wood framing required for joints in gypsum wallboard. END OF SECTION Wood Framing -2 - 06 1100 DIVISION 07: THERMAL AND MOISTURE PROTECTION 076000 FLASHING AND SHEET METAL 07 6210 GALVANIZED STEEL FLASHING AND TRIM 078000 SMOKE AND FIRE PROTECTION 07 8400 FIRESTOPPING 079000 JOINT PROTECTION 07 9213 ELASTOMERIC JOINT SEALANTS 07 9213 ACOUSTICAL JOINT SEALANTS END OF TABLE OF CONTENTS Table of Contents - 1 - 07 0000 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 07 6210 GALVANIZED STEEL FLASHING AND TRIM PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install miscellaneous flashing as described in Contract Documents and not specified to be of other material. B. Products Furnished But Not Installed Under This Section: 1. Miscellaneous sheet metal specialties not specified to be of other materials. 1.2 REFERENCES A. Reference Standards: 1. ASTM International: a. ASTM A653/A653M-11, 'Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process'. b. ASTM A792/A792M-10, 'Standard Specification for Steel Sheet, 55 % Aluminum-Zinc Alloy- Coated by the Hot-Dip Process'. 2. Federal Specifications: a. TT-S-00230C(2) Sealing Compound, Elastomeric Type, Single Component, (For Caulking, Sealing, and Glazing in Buildings and Other Structures). PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Type Two Acceptable Manufacturers Of Metal: a. CMG — Coated Metals Group, Denver, CO www.cmgmetals.com. b. Drexel Metals, LLC, Ivyland, PA www.drexmet.com. c. Englert Inc, Perth Amboy, NJ www.englertinc.com. d. Fabral, Lancaster, PA www.fabral.com. e. Firestone Metal Producdts,Anoka, MN www.unaclad.com. f. MBCI, Houston, TX www.mbci.com. g. Metal Sales Manufacturing Corp, Sellersburg, IN www.mtlsales.com. h. Petersen Aluminum Corp, Elk Grove, IL www.pac-clad.com. i. Ryerson, Chicago, IL www.ryerson.com. j. Equal as approved by Architect before installation. See Section 01 6200. B. Materials: 1. Sheet Metal: a. Galvanized iron or steel meeting requirements of ASTM A653/A653M, G 90 or Galvalume steel meeting requirements of ASTM A792/A792M AZ50, 50 ksi. 1) 22 ga (0.792 mm) for hold-down clips. 2) 24 ga (0.635 mm) for all other. C. Fabrication: 1. Form accurately to details. 2. Profiles, bends, and intersections shall be even and true to line. Galvanized Steel Flashing And Trim - 1 - 07 6210 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 3. Fold exposed edges 1/2 inch (12.7 mm)to provide stiffness. D. Finish: 1. Metal exposed to view shall have face coating of polyvinyledene Fluoride (PVF2) Resin-base finish (Kynar 500 or Hylar 5000)containing 70 percent minimum PVF2 in resin portion of formula. Thermo-cured two coat system consisting of corrosion inhibiting epoxy primer and top coat factory applied over properly pre-treated metal. Reverse side coating shall be thermo-cured system consisting of corrosion inhibiting epoxy primer applied over properly pre-treated metal. 2. Color as selected by Architect from Manufacturer's standard colors. 2.2 ACCESSORIES A. Sealants: Rubber base type conforming to Fed Spec TT-S-00230C. B. Fasteners: 1. Of strength and type consistent with function. 2. Nails: Hot-dipped galvanized. 3. Screws, Bolts, And Accessory Fasteners: Galvanized or other acceptable corrosion resistant treatment. PART 3 -EXECUTION 3.1 INSTALLATION A. Install with small, watertight seams. B. Slope to provide positive drainage. C. Provide sufficient hold down clips to insure true alignment and security against wind. D. Provide 4 inch (100 mm) minimum overlap. E. Allow sufficient tolerance for expansion and contraction. F. Insulate work to prevent electrolytic action. 3.2 CLEANING A. Leave metals clean and free of defects, stains, and damaged finish. END OF SECTION Galvanized Steel Flashing And Trim -2 - 07 6210 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 07 8400 FIRESTOPPING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install firestopping not involving penetrations as described in Contract Documents. 2. Quality of firestopping materials and systems used for penetrations on Project, including submittal requirements. B. Related Requirements: 1. Furnishing and installing of penetration firestopping specified under Section installing work penetrating structure. t2 REFERENCES A. Definitions: 1. Annular space: Opening around a penetrating item. 2. Exposed Penetration Firestopping: Products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. 3. F Rating: The time period that the through-penetration flrestop system limits the spread of fire through the penetration when tested in accordance with ASTM E 814 or UL 1479. 4. Fire-Resistant Joint System: An assemblage of specific materials or products that are designed, tested and fire-resistance rated in accordance with either ASTM E 1966 or UL 2079 to resist for a prescribed period of time the passage of fire through joints made in or between fire-resistance- rated assemblies. 5. Firestopping: A process whereby certain materials, some of them specially manufactured, are used to resist (or stop)the spread of fire and its byproducts through openings made to accommodate penetrations in fire-rated walls, floors and floor/ceiling assemblies. 6. Joint: The linear opening in or between adjacent fire-resistance-rated assemblies that is designed to allow independent movement of the building in any plane caused by thermal, seismic, wind or any other loading. 7. Membrane Penetration: An opening made through one side (wall, floor or ceiling membrane) of an assembly. 8. Membrane-Penetration Firestop: A material, device or construction installed to resist for a prescribed time period the passage of flame and heat through openings in a protective membrane in order to accommodate cables, cable trays, conduit, tubing, pipes or similar items. 9. Penetration - An opening created in a membrane or assembly to accommodate penetrating items for electrical, mechanical, environmental, and communication systems. 10. Penetration Firestop System: a. A specific construction consisting of materials that protect the opening around the penetrating items to resist spread of fire and passage of smoke and other gases to resist passage of fire through penetrations for prescribed period of time. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. Tested in accordance with ASTM E 814 or UL 1479. 11. Penetrations in Fire-Resistance-Rated Walls: Penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 a. Fire-resistance-rated walls include, fire walls, fire-barrier walls, smoke-barrier walls, and fire partitions. b. F-Rating: Not less than the fire-resistance rating of constructions penetrated. Firestopping - 1 - 07 8400 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 12. Penetrations in Horizontal Assemblies: Penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa). a. a. Horizontal assemblies include [floors] [floor/ceiling assemblies] [and] [ceiling membranes of the following: 1) F-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated. 2) T-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. 13. Penetrations in Smoke Barriers: Penetration firestopping with ratings determined per UL 1479. a. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu. m/s per sq. m) of penetration opening at 0.30-inch wg (74.7 Pa)at both ambient and elevated temperatures. 14. T Rating: The time period that the penetration firestop system, including the penetrating item, limits the maximum temperature rise to 325 deg F (163 deg C) above its initial temperature through the penetration on the nonfire side when tested in accordance with ASTM E 814 or UL 1479. 15. Through Penetration: An opening that passes through an entire assembly. 16. Through-Penetration Firestop System: An assemblage of specific materials or products that are designed, tested and fire-resistance rated to resist for a prescribed period of time the spread of fire through penetrations. The F and T rating criteria for penetration firestop systems shall be in accordance with ASTME 814 or UL 1479. See definitions of"F Rating"and 'T Rating." 17. W-Rating: Penetration firestopping showing no evidence of water leakage when tested according to UL 1479. B. Reference Standards: 1. American Society For Testing And Materials: a. ASTM E84-10, 'Standard Test Method for Surface Burning Characteristics of Building Materials.' b. ASTM E814-09, 'Standard Test Method for Fire Tests of Penetration Firestop Systems.' 2. International Building Code (ICC): a. Chapter 7- Fire-Resistance-Rated Construction. 3. International Conference of Building Officials: a. ICBO, 'Uniform Building Code (UBC), Volume 1, Administrative, Fire and Life Safety, and Field Inspection Provisions.' 4. Underwriter's Laboratories/American National Standards Institute: a. UL/ANSI 1479-2003, 'Standard for Safety for Fire Tests of Through-Penetration Firestops.' b. Fire Resistance Directory, current edition, contains listing of approved Penetration Firestop Systems. 1.3 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Show each type of Penetration Firestop System to be used on Project with design approval reference number. b. Identify locations where each type of Penetration Firestop System is to be installed. 1.4 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Each Penetration Firestop System shall be UL/ ULC listed for that type of penetration occurring on Project. 2. Ratings shall be in accordance with ASTM E814, UL 1479, IBC Section 713, or UBC Standard No 43-6 as acceptable to local code authority. Firestopping -2- 07 8400 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1.5 DELIVERY, STORAGE, AND HANDLING A. Storage And Handling Requirements: 1. Deliver firestopping materials to the Site in original, new unopened containers or packages bearing manufacturer's printed labels. B. Storage And Handling Requirements: 1. Store and handle firestopping materials to prevent deterioration or damage due to moisture, temperature changes, contaminants or other causes. 1.6 FIELD CONDITIONS A. Ambient Conditions: 1. Temperature: Do not install firestopping materials when ambient or substrate temperatures are outside limits permitted by manufacturer of firestopping materials. 2. Humidity and Moisture: Do not install the Work of this Section under conditions that are detrimental to the application, curing, and performance of the materials. 3. Ventilation: Provide sufficient ventilation wherever firestopping materials are installed in enclosed spaces. Follow manufacturer's recommendations. PART 2 -PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Type Two Acceptable Manufacturers: a. Members of International Firestop Council www.firestop.org. b. Equal as approved by Architect before installation. See Section 01 6200. B. Materials: 1. Sealant, packing material, or collar system required by Firestop Manufacturer for Firestop Penetration System to comply with listed design. PART 3 -EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine areas and conditions under which work is to be performed and identify conditions detrimental to proper or timely completion. 2. Surfaces to which firestop materials will be applied shall be free of dirt, grease, oil, scale, laitance, rust, release agents, water repellents, and any other substances that may inhibit optimum adhesion. 3. Do not commence Work until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean out openings, control, and expansion joints immediately before installation of through- penetration firestopping. Comply with recommendations of firestopping manufacturer and the following requirements: 1. Remove foreign materials from surfaces of openings and joint substrates, and from penetrating items that could interfere with adhesion of firestopping. Firestopping - 3- 07 8400 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 2. Clean opening and penetrating items to produce clean, sound surfaces capable of developing optimum bond with firestopping. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form release agents from concrete. 4. Provide masking and temporary covering to prevent soiling of adjacent surfaces by firestopping materials. 3.3 INSTALLATION A. General: Install firestopping in accordance with Manufacturer's instructions for installation of firestopping products. 3.4 PROTECTION A. Protect surfaces adjacent to through-penetration firestops with suitable covering to prevent firestopping from contacting adjoining surfaces that will remain exposed upon completion of Work and that would otherwise be permanently stained or damaged by such contact or that would be caused by cleaning methods used to remove smears from firestopping materials. 3.5 CLEANING A. Clean off excess fill materials and sealants adjacent to penetrations by methods and cleaning materials recommended by manufacturers of firestopping products and of products in which penetrations occur. B. Protect firestopping during and after curing period from contact with contaminating substances, or damage resulting from adjacent Work. END OF SECTION Firestopping -4- 07 8400 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 07 9213 ELASTOMERIC JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install sealants not specified to be furnished and installed under other Sections. 2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material, and installation requirements. B. Related Requirements: 1. Removing existing sealants specified in Sections where work required. 2. Furnishing and installing of sealants is specified in Sections specifying work to receive new sealants. 1.2 REFERENCES A. Association Publications: 1. American Architectural Manufacturers Association (AAMA): a. 'Voluntary Specifications and Test Methods for Sealants'. 2. ASM International: a. 'Adhesives and Sealants', Volume 3, ASM International Handbook Committee, (May 1999). b. Committee C24 on Building Seals and Sealants for various Specifications, Guides, Test Methods, and Practices related to sealant specifying and application. c. Committee E6 on Building Performance for various Specifications, Guides, Test Methods, and Practices related to sealant use with air barriers, vapor retarders, and exterior enclosure systems and materials. 3. The Adhesive and Sealing Council, Inc. (ASC)/ Sealant, Waterproofing & Restoration Institute (SWR Institute): a. 'Sealants: The Professional's Guide'. b. 'Joint Sealants, Whole Building Design Guide'. B. Definitions: 1. Adhere: To cause two surfaces to be held together by adhesion. 2. Adhesive: An adhesive, as defined by The American Society for Testing and Materials (ASTM), is 'a substance capable of holding materials together by surface attachment'. 3. Caulk: Caulks have variety of definitions but are generally recognized as materials used in applications where only minor elastomeric properties are needed. 4. Elastomer: Rubbery material which returns to approximately its original dimensions in short time after relatively large amount of deformation. 5. Flow: Movement of adhesive during bonding process before adhesive is set. 6. Joint: Location at which two substrates are held together with layer of adhesive. 7. Primer: Coating applied to surface, prior to application of an adhesive, to improve performance of the bond. 8. Sealant. Sealants are generally used in applications where elastic properties are needed while adhesives are generally used in applications where bonding strength and rigidity are needed. With technology advancements both sealants and adhesives can be used interchangeably depending on applications performance requirements. 9. Sealant Types and Classifications: a. ASTM Specifications: 1) Type: a) Type S: Single-component sealant. b) Type M: Multi-component sealant. Elastomeric Joint Sealants - 1 - 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 2) Grade: a) Grade P: Pourable or self-leveling sealant used for horizontal traffic joints. b) Grade NS: Non-sag or gunnable sealant used for vertical and non-traffic joints. 3) Classes: Represent movement capability in percent of joint width. a) Class 100/50: Sealant that, when tested for adhesion or cohesion under cyclic movement shall withstand of at least 100 percent increase and decrease of at least 50 percent of joint width as measured at time of application. b) Class 50: Sealant that,when tested for adhesion or cohesion under cyclic movement shall withstand increase and decrease of at least 50 percent of joint width as measured at time of application. c) Class 25: Sealant that,when tested for adhesion or cohesion under cyclic movement shall withstand increase and decrease of at least 25 percent of joint width as measured at time of application. d) Class 12: Sealant that,when tested for adhesion and cohesion under cyclic movement shall withstand increase and decrease of at least 12 percent of joint width as measured at time of application. 4) Use: a) T (Traffic): Sealant designed for use in joints in pedestrian and vehicular traffic areas such as walkways, plazas, decks and parking garages. b) NT (Non-Traffic): Sealant designed for use in joints in non-traffic areas. c) I (Immersion): Sealant that meets bond requirements when tested by immersion (Immersion rated sealant applications require primer). d) M (Mortar): Sealant that meets bond requirements when tested on mortar specimens. e) G (Glass): Sealant that meets bond requirements when tested on glass specimens. f) A (Aluminum): Sealant that meets bond requirements when tested on aluminum specimens. g) 0 (Other): Sealant that meets bond requirements when tested on substrates other than standard substrates, being glass, aluminum, mortar. b. Federal Specifications: 1) Type: a) Type I: Self-leveling, pour grade. (1) Compound which has sufficient flow to give smooth level surface when applied in horizontal joint at 40 deg F (4.4 deg C). b) Type II: Non-sag, gun grade (1) Compound which permits application in joints on vertical surfaces without sagging (slumping)at temperatures 40 deg F (4.4 deg C) and 122 deg. F (50 deg. C). c) Type NS: Non-sag, gun grade. (1) Non-sag shall be a compound which permits application in joints on vertical surfaces without sagging (slumping)at temperatures between -20 deg F and 122 deg. F (- 29 and 50 deg. C). 2) Class: a) Class A: Compounds resistant to 50 percent total joint movement (includes Type I and Type II). (1) Capable of resisting compression-extension cycling of plus and minus 25 percent of nominal half inch width. b) Class B: Compounds resistant to 25 percent total joint movement (includes Type I and Type II). (1) Capable of resisting compression-extension cycling of plus and minusl2 1/2 percent of nominal half inch width. 10. Shelf Life: Period of time, usually beginning with date of manufacture, during which stored adhesive will remain effective or useful. 11. Silicone: Any member of family of polymeric products whose molecular backbone is made up of alternating silicon and oxygen atoms and which has pendant hydrocarbon groups attached to silicon atoms. Used primarily as a sealant. Offers excellent resistance to water and large variations in temperature (minus 100 deg F to + 600 deg F) (minus 73.3 deg C to + 316 deg C). 12. Stability: Ability of material to remain unchanged. Elastomeric Joint Sealants -2 - 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 13. Storage Life: Period of time during which packaged adhesive can be stored under specified temperature conditions and remain suitable for use. 14. Substrate: Material upon surface of which an adhesive-containing substance is spread for any purpose, such as bonding or coating. 15. Surface Preparation: Physical and /or chemical preparation of substrate to render it suitable for adhesive joining. Same as substrate preparation or pre-bond preparation. 16. Toxicity: Material shall have no adverse effect on health of personnel when used for its intended purpose. C. Reference Standards: 1. ASTM International: a. ASTM C639-01(2011), 'Standard Test Method for Rheological (Flow) Properties of Elastomeric Sealants'. b. ASTM C661-06(2011), 'Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer'. c. ASTM C679-03(2009)e1, 'Standard Test Method for Tack-Free Time of Elastomeric Sealants'. d. ASTM C719-93(2010), 'Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle)'. e. ASTM C794-10, 'Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants'. f. ASTM C920-11, 'Standard Specification for Elastomeric Joint Sealants'. g. ASTM C1135-00(2011), 'Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants'. h. ASTM C1184-05, 'Standard Specification for Structural Silicone Sealants'. i. ASTM C1193-11a, 'Standard Guide for Use of Joint Sealants'. j. ASTM C1248-08, 'Standard Test Method for Staining of Porous Substrate by Joint Sealants'. k. ASTM C1330-02(2007), 'Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid Applied Sealants'. I. ASTM C1481-12 'Standard Guide for Use of Joint Sealants with Exterior Insulation & Finish Systems (EIFS)'. m. ASTM D412-06ae2, 'Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension'. n. ASTM D2202-00(2010), 'Standard Test Method for Slump of Sealants'. o. ASTM D2240-05(2010), 'Standard Test Method for Rubber Property-Durometer Hardness'. 2. Federal Specifications: a. Federal Specification TT-S-001543A (CON-NBS), 'Sealing Compound: Silicone Rubber Base (for Calking, Sealing &Glazing in Buildings and Other Structures)' (9 Jun 1971). b. TT-S-00230C (CON-NBS), 'Sealing compound: Elastomeric Type, Single Component(For Calking, Sealing,And Glazing In Buildings And Other Structures.' (2 Feb 1970). 3. Government Services Administration (GSA), Commercial Item Descriptions (CID): a. GSA CID A-A-272A, 'Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and Glazing in Buildings and Other Structures)'. b. GSA CID A-A-1556, 'Sealing Compound Elastomeric Type, Single Component(For Caulking, Sealing, and Glazing in Buildings and Other Structures)'. 1.3 ADMINISTRATIVE REQUIREMENTS A. Scheduling: 1. Schedule work so waterproofing, water repellents and preservative finishes are installed after sealants, unless sealant manufacturer approves otherwise in writing. 2. Ensure sealants are cured before covering with other materials. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: Elastomeric Joint Sealants -3 - 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units a. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. b. Manufacturer's literature for each Product. c. Schedule showing joints requiring sealants. Show also backing and primer to be used. B. Informational Submittals: 1. Certificates: a. Manufacturer's Certificate: 1) Certify products are suitable for intended use and products meet or exceed specified requirements. 2) Certificate from Manufacturer indicating date of manufacture. 2. Manufacturers' Instructions: a. Manufacturer's installation recommendations for each Product. b. Manufacturer's installation for completing sealant intersections when different materials are joined. c. Manufacturer's installation for removing existing sealants and preparing joints for new sealant. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Manufacturer: Company specializing in manufacturing products specified in this section with minimum ten (10)years documented experience. 2. Applicator Qualifications: a. Company specializing in performing work of this section. b. Provide if requested, reference of projects with minimum three (3)years documented experience, minimum three (3) successfully completed projects of similar scope and complexity, and approved by manufacturer. c. Designate one (1) individual as project foreman who shall be on site at all times during installation. B. Preconstruction Testing: 1. Pre-construction testing is not required when sealant manufacturer can furnish data acceptable to Architect based on previous testing for materials matching those of the Work. C. Mockups: 1. Provide mockups including sealant and joint accessories to illustrate installation quality and color if requested by Architect or Project Manager. a. Incorporate accepted mockup as part of Work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery and Acceptance Requirements: 1. Deliver and keep in original containers until ready for use. 2. Inspect for damage or deteriorated materials. B. Storage and Handling Requirements: 1. Handle, store, and apply materials in compliance with applicable regulations and material safety data sheets(MSDS). 2. Handle to prevent inclusion of foreign matter, damage by water, or breakage. 3. Store in a cool dry location, but never under 40 deg F (4 deg C) or subjected to sustained temperatures exceeding 90 deg F (32 deg C) or as per Manufacturer's written recommendations. 4. Do use sealants that have exceeded shelf life of product. Elastomeric Joint Sealants -4- 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Do not install sealant during inclement weather or when such conditions are expected.Allow wet surfaces to dry. 2. Follow Manufacturer's temperature recommendations for installing sealants. 1.8 WARRANTY A. Manufacturer Warranty: 1. Signed warranties against adhesive and cohesive failure of sealant and against infiltration of water and air through sealed joint for period of three (3)years from date of Substantial Completion. a. Manufacturer's standard warranty covering sealant materials. b. Applicator's standard warranty covering workmanship. PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Manufacturer Contact List: a. Dow Corning Corp., Midland, MI www.dowcorning.com. b. Franklin International, Inc. Columbus, OH www.titebond.com. c. GE Sealants&Adhesives (see Momentive Performance Materials Inc.). d. Laticrete International Inc., Bethany, CT www.laticrete.com. e. Momentive Performance Materials Inc. (formally GE Sealants &Adhesives), Huntersville, NC www.ge.com/silicones. f. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com. g. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com or Sika Canada Inc, Pointe Claire, QC www.sika.ca. h. Tremco, Beachwood, OH www.tremcosealants.com or Tremco Ltd, Toronto, ON (800)363- 3213. B. Materials: 1. Design Criteria: a. Compliance: Meet or exceed requirements of these standards: 1) ASTM C920: Elastomeric joint sealant performance standard. 2) ASTM C639 or ASTM D2202: Flow(sag or slump). 3) ASTM C661 or ASTM D2240: Durometer hardness (shore A). 4) ASTM C679 or ASTM C794: Tack free time. 5) ASTM C719: Joint movement capability. 6) ASTM C1135 or ASTM D412: Tensile adhesion strength. 7) ASTM C1184: Structural silicone sealants. 8) ASTM C1248: Staining. 9) Federal Specification TT-S-001543A. 10) Federal Specification TT-S-00230C. 11) GSA CID A-A-272A. 12) GSA CID A-A-1556. b. Comply with Manufacturer's ambient condition requirements. c. Sealants must meet Manufacturer's shelf-life requirements. d. Sealants must adhere to and be compatible with specified substrates. e. Sealants shall be stable when exposed to UV,joint movements, and particular environment prevailing at project location. f. Primers (Concrete, stone, masonry, and other nonporous surfaces typically do not require a primer. Aluminum and other nonporous surfaces except glass require use of a primer. Elastomeric Joint Sealants -5- 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units Installer Option to use Adhesion Test to determine if primer is required or use primer called out in related sections): 1) Adhesion Test: a) Apply silicone sealant to small area and perform adhesion test to determine if primer is required to achieve adequate adhesion. If necessary, apply primer at rate and in accordance with Manufacturer's instructions. See 'Field Quality Control' in Part 3 of this specification for Adhesive Test. 2) If Primer required, shall not stain and shall be compatible with substrates. 3) Allow primer to dry before applying sealant. 2. Sealants At Exterior Building Elements: a. Description: 1) Weathersealing expansion, contraction, perimeter, and other movement joints which may include all or part of the following for project: a) Connections. b) Masonry. c) Wall penetrations. d) Other joints necessary to seal off building from outside air and moisture. b. Design Criteria: 1) Meet following standards for Sealant: a) ASTM C920: Type S Grade NS, Class 50 Use A, G, M. c. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Dow Corning: a) Primer: 1200 Prime Coat. b) Sealant: 791 Silicone Weatherproofing Sealant. 2) Momentive Performance Materials (formerly, GE Sealants &Adhesives): a) Primer: SS4044 Primer. b) Sealant: GE SCS2000 SilPruf Silicone Sealant&Adhesive. 3) Tremco: a) Primer: (1) Metal surface: No. 20 primer. (2) Porous surfaces: No. 23 primer. b) Sealant: Spectrum 1 Silicone Sealant. 3. Sealants At Exterior Sheet Metal And Miscellaneous: a. Description: 1) Weathersealing expansion, contraction, perimeter, and other movement joints which may include all or part of the following for project: a) Flashings. b. Design Criteria: 1) Meet following standards for Sealant: a) ASTM C920: Type S Grade NS, Class 25 (min) Use A. c. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Dow Corning: 790 Silicone Building Sealant. 2) Momentive Performance Materials (formerly, GE Sealants &Adhesives): GE SCS2350 Silicone Elastomeric Sealant. 3) Tremco: Tremsil 600 Silicone Sealant. 4. General Interior Sealants: a. General: 1) Miscellaneous gaps between substrates. b. Design Criteria: 1) Meet ASTM C920, Type S, Grade NS, NT, and Class 25 test requirements. 2) 100 percent silicone sealant. c. Non-Paintable Sealant(Installer Option A): 1) Category Four Approved Product. See Section 01 6200 for definitions of Categories: a) Dow Corning: Tub, Tile,And Ceramic Silicone Sealant. b) Laticrete: Latasil Silicone Sealant. c) Momentive Performance Materials (formerly, GE Sealants &Adhesives): GE SCS2800 SilGlaze II Silicone Sealant. d) Sherwin Williams: White Lightning Silicone Ultra Low Odor Window and Door Sealant. e) Tremco: Tremsil 200 Silicone Sealant. Elastomeric Joint Sealants -6- 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units f) Franklin International: Titebond 2601 (White) 2611 (Clear) 100% Silicone Sealant. d. Paintable Sealant (Installer Option B): 1) Category Four Approved Product. See Section 01 6200 for definitions of Categories: a) Momentive Performance Materials (formerly, GE Sealants &Adhesives): GE SCS7000 Paintable Silicone Sealant. 5. Sealants For Interior Joints: a. General: 1) Joints between plumbing fixtures and other substrates 2.2 ACCESSORIES A. Bond Breaker Tape: 1. Pressure sensitive tape as by Sealant Manufacturer to suit application. 2. Provide tape to prevent adhesion to joint fillers or joint surfaces at back of joint and allow sealant movement. B. Joint Backing: 1. Comply with ASTM C1330. 2. Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 3. Oversized 25 to 50 percent larger than joint width. C. Joint Cleaner: 1. Non-corrosive and non-staining type as recommended by Sealant Manufacturer, compatible with joint forming materials. D. Masking Tape: 1. Non-staining, non-absorbent tape product compatible with joint sealants and adjacent joint surfaces. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine substrate surfaces and joint openings are ready to receive Work. a. Verify each sealant is compatible for use with joint substrates. b. Verify joint surfaces are clean and dry. c. Ensure concrete surfaces are fully cured. 2. Sealants provided shall meet Manufacturer's shelf-life requirements. 3. Notify Architect of unsuitable conditions in writing. a. Do not proceed until unsatisfactory conditions are corrected. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 PREPARATION A. Surface Preparation: 1. Remove existing joint sealant materials where specified. a. Clean joint surfaces of residual sealant and other contaminates capable of affecting sealant bond to joint surface using manufacturer's recommended joint preparation methods. b. Repair deteriorated or damaged substrates as recommended by Sealant Manufacturer to provide suitable substrate. Allow patching materials to cure. 2. Surfaces shall be clean, dry, free of dust, oil, grease, dew, or frost. Prepare substrates in accordance with Manufacturer's instructions: a. Porous surfaces: Abrasive-clean followed by blasting with oil-free compressed air. Elastomeric Joint Sealants - 7 - 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units b. Nonporous surfaces: Use two-cloth solvent wipe in accordance with ASTM C1193. c. High-pressure water cleaning: Exercise care that water does not enter through failed joints. 3. Field test joints in inconspicuous location. a. Verify joint preparation and primer required to obtain optimum adhesion of sealants to joint substrate. b. When test indicates sealant adhesion failure, modify joint preparation primer, or both and retest until joint passes sealant adhesion test. 4. Masking: Apply masking tape as required to protect adjacent surfaces and to ensure straight bead line and facilitate cleaning. B. Joints: 1. Prepare joints in accordance with ASTM C1193. a. Clean joint surfaces of contaminates capable of affecting sealant bond to joint surface using Manufacturer's recommended instructions for joint preparation methods. b. Remove dirt, dust, oils, wax, paints, and contamination capable of affecting primer and sealant bond. c. Clean concrete joint surfaces to remove curing agents and form release agents. C. Protection: 1. Protect elements surrounding the Work of this section from damage or disfiguration. 3.3 APPLICATION A. General: 1. Apply silicone sealant in accordance with Manufacturer's instructions. 2. Do not use damaged or deteriorated materials. 3. Install primer and sealants in accordance with ASTM C1193 and Manufacturer's instructions. 4. Apply primer where required for sealant adhesion. 5. Install sealants immediately after joint preparation. 6. Do not use silicone sealant as per the following: a. Apply caulking/sealant at temperatures below 40 deg F (4 deg C). b. Below-grade applications. c. Brass and copper surfaces. d. Materials bleeding oils, plasticizers, and solvents. e. Structural glazing and adhesive. f. Surfaces to be immersed in water for prolonged time. B. Joint Backing: 1. Install joint backing to maintain sealant joint ratios recommended by Manufacturer. 2. Install without gaps, twisting, stretching, or puncturing backing material. Use gage to ensure uniform depth to achieve correct profile, coverage, and performance. 3. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch (9.5 mm) deep. C. Bond Breaker: 1. Install bond breaker where joint backing is not used or where backing is not feasible. a. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer. D. Sealant: 1. Apply sealant with hand-caulking gun with nozzle of proper size to fit joints. Use sufficient pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical joints from bottom to top. 2. Fill joint opening to full and proper configuration. 3. Apply in continuous operation. 4. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to achieve smooth sealant surface. Tool joints in opposite direction from application direction, i.e., in vertical joints, from the top down. Do not 'wet tool' sealants. Elastomeric Joint Sealants -8 - 07 9213 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 5. Depth of sealant bite shall be 1/4 inch (6 mm) minimum and 1/2 inch (12.7 mm) maximum, but never more than one half or less than one fourth joint width. E. Caulk gaps between painted or coated substrates and unfinished or pre-finished substrates. Caulk gaps larger than 3/16 inch (5 mm) between painted or coated substrates. 3.4 TOLERANCES A. Provide joint tolerances in accordance with Manufacturer's printed instructions. 3.5 FIELD QUALITY CONTROL A. Adhesion Test(Installer Option to use adhesion test to determine if primer is required). 1. Perform adhesion tests in accordance with Manufacturer's instructions and ASTM C1193, Method A, Field-Applied Sealant joint Hand-Pull Tab: a. Perform five (5)tests for first 1,000 linear feet(300 meters) of applied silicone sealant and one (1)test for each 1,000 linear feet(300 meters) seal thereafter or perform one (1)test per floor per building elevation minimum. b. For sealants applied between dissimilar materials, test both sides of joints. 2. Sealants failing adhesion test shall be removed, substrates cleaned, sealants re-installed, and re- testing performed. 3. Maintain test log and submit report to Architect indicating tests, locations, dates, results, and remedial actions. 3.6 CLEANING A. Remove masking tape and excess sealant. B. Clean adjacent materials,which have been soiled, immediately (before setting)as recommended by Manufacturer. C. Waste Management: Dispose of products in accordance with manufacturer's recommendation. END OF SECTION Elastomeric Joint Sealants - 9- 07 9213 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 07 9219 ACOUSTICAL JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of sealants to be used at perimeters of and penetrations through acoustically insulated walls and associated ceilings. B. Related Requirements: 1. Section 09 2900: Furnishing and installing of acoustical sealants. 1.2 REFERENCES A. Association Publications: 1. American Architectural Manufacturers Association (AAMA): a. "Voluntary Specifications and Test Methods for Sealants". 2. ASM International: a. "Adhesives and Sealants", Volume 3, ASM International Handbook Committee, May 1999. b. Committee C24 on Building Seals and Sealants for various Specifications, Guides, Test Methods, and Practices related to sealant specifying and application. c. Committee E6 on Building Performance for various Specifications, Guides, Test Methods, and Practices related to sealant use with air barriers, vapor retarders, and exterior enclosure systems and materials. 3. The Adhesive and Sealing Council, Inc. (ASC)/ Sealant, Waterproofing & Restoration Institute (SWR Institute): a. "Sealants: The Professional's Guide". b. "Joint Sealants, Whole Building Design Guide". B. Definitions: 1. Adhesion: Bonding forces between two different materials (e.g. between an adhesive and substrate). 2. Adhesive: An adhesive, as defined by The American Society for Testing and Materials (ASTM), is "a substance capable of holding materials together by surface attachment". 3. Adhesive Failure: Loss of adhesion between adhesive and substrate. Adhesive pulls cleanly away from substrate. 4. Caulk: Caulks have a variety of definitions but are generally recognized as materials used in applications where only minor elastomeric properties are needed. 5. Primer: Coating applied to surface, prior to application of an adhesive, to improve performance of bond. 6. Sealant. Sealants are generally used in applications where elastic properties are needed while adhesives are generally used in applications where bonding strength and rigidity are needed. With technology advancements both sealants and adhesives can be used interchangeably depending on the applications performance requirements. 7. Sealant Types and Classes: a. Federal Specifications: 1) Type I: Self-leveling, pour grade. 2) Type II: Non-sag, gun grade. 3) Type NS: Non-sag, gun grade. 4) Class A: +25 percent, -25 percent expansion —contraction. b. ASTM Specifications: 1) Type S: Single-component sealant. 2) Type M: Multi-component sealant. Acoustical Joint Sealants - 1 - 07 9219 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 3) Grade P: Pourable or self-leveling sealant for joints on horizontal surfaces. 4) Grade NS: Non-sag or gunnable sealant for joints in vertical surfaces. 5) Class 25: Sealant that, when tested for adhesion or cohesion under cyclic movement shall withstand increase and decrease of at least 25 percent of joint width as measured at time of application. 6) Class 12: Sealant that, when tested for adhesion and cohesion under cyclic movement shall withstand increase and decrease of at least 12 percent of joint width as measured at time of application. 7) T: Sealant designed for use in joints in pedestrian and vehicular traffic areas such as walkways, plazas, decks and parking garages. 8) NT: Sealant designed for use in joints in non-traffic areas. 9) M: Sealant will remain adhered to mortar. 10) G: Sealant will remain adhered to glass. 11) A: Sealant will remain adhered to aluminum. 12) 0: Sealant will remain adhered to substrates other than glass, aluminum, mortar. 8. Shelf Life: Usable storage time of material. Most adhesives have shelf-life of 6 to 12 months. Shelf-life of an adhesive may be increased by refrigeration and is usually shortened by exposure to heat. 9. Stability: Compound in original unopened container shall be stable for at least six months when stored at temperature not exceeding 80 degrees F. (26.7 degrees C.). 10. Toxicity: Material shall have no adverse effect on health of personnel when used for its intended purpose. C. Reference Standards: 1. ASTM International: a. ASTM C834-10, 'Standard Specification for Latex Sealants'. b. ASTM C919-08, 'Standard Practice for Use of Sealants in Acoustical Applications'. c. ASTM C1193-11, 'Standard Guide for Use of Joint Sealants'. d. ASTM E84-11, 'Standard Test Method for Surface Burning Characteristics of Building Materials'. e. ASTM E90-09, 'Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements' USA PROJECTS: Include following paragraph. 2. Underwriters Laboratories, Inc.: a. UL 723: 'Standard for Safety Test for Surface Burning Characteristics of Building Materials; Tenth Edition September 10 2008.' (Revision: September 13, 2010).' 1.3 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature for each Product. B. Informational Submittals: 1. Certificates: a. Manufacturer's Certificate: 1) Certify products are suitable for intended use and products meet or exceed specified requirements. 2) Certificate from Manufacturer indicating date of manufacture. 2. Manufacturers' Instructions: a. Manufacturer's installation recommendations for each Product. 1.4 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Surface-Burning Characteristics: Acoustical Joint Sealants - 2 - 07 9219 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units USA PROJECTS: Include following paragraph. a. Class A flame spread rating in accordance with ASTM E84 or UL 723 Type 1. 1) Class A (Flame spread index 0-25; Smoke-developed index 0-450). 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Deliver and keep in original containers until ready for use. 2. Inspect for damage or deteriorated materials. B. Storage And Handling Requirements: 1. Handle to prevent inclusion of foreign matter, damage by water, or breakage. 2. Store in cool, dry location, and at temperatures never under 40 deg F (4 deg C) nor exceeding 30 deg F 1.6 FIELD CONDITIONS A. Ambient Conditions: 1. Do not apply caulking at temperatures below 40 deg F (4 deg C). PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Sealants: 1. Design Criteria: a. Meet requirements of ASTM C834. b. Meet Class A flame spread rating. 2. Category Four Approved Products. See Section 01 6200 for definitions of Categories: a. OSI Pro-Series SC-175 Draft &Acoustical Sound Sealant by OSI Sealants Inc, Mentor, OH www.osisealants.com. b. QuietZone Acoustic Caulk by Owens Corning, Toledo, OH www.owenscorning.com. c. Acoustical Sealant by Tremco, Beachwood, OH www.tremcosealants.com or Toronto, ON (800) 363-3213. d. Acoustical Sound Sealant by Titebond e. Acoustical Sealant by U S Gypsum, Chicago, IL www.usg.com. 2.2 ACCESSORIES A. Bond Breaker: Pressure sensitive tape recommended by Sealant Manufacturer to suit application. B. Joint Backing: 1. Flexible closed cell polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 2. Oversized 25 to 50 percent larger than joint width. C. Joint Cleaner: Non-corrosive and non-staining type, recommended by Sealant Manufacturer, compatible with joint forming materials. D. Masking Tape: Pressure sensitive tape recommended by Sealant Manufacturer to suit application. E. Primer: Non-staining type, type, recommended by Sealant Manufacturer to suit application. Acoustical Joint Sealants - 3 - 07 9219 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine substrate surfaces and joint openings are ready to receive Work. 2. Sealants provided shall meet Manufacturer's shelf-life requirements. 3. Notify Architect of unsuitable conditions in writing. a. Do not proceed until unsatisfactory conditions are corrected. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 PREPARATION A. Surface Preparation: 1. Prepare joints in accordance with ASTM C1193 and Manufacturer's instructions. 2. Clean joint surfaces to remove dirt, dust, oils, wax, paints, and other contamination capable of affecting primer and sealant bond. 3. Protect elements surrounding the Work of this section from damage or disfiguration. Apply masking tape to adjacent surfaces when required to prevent damage to finishes from sealant installation. B. Surface Preparation: 1. Remove existing sealants where specified. 2. Clean joint surfaces of residual sealant and other contaminates capable of affecting sealant bond to joint surface. 3. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. 3.3 INSTALLATION A. General: 1. Do not use damaged or deteriorated materials. 2. Install primer and sealants in accordance with ASTM C1193 and Manufacturer's instructions where required for sealant adhesion. 3. Install sealants immediately after joint preparation. 4. Do not apply caulking/sealant at temperatures below 40 deg F (4 deg C). B. Joint Backing: 1. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch (9.5 mm) deep. 2. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer. C. Install at perimeter joints and mechanical and electrical penetrations in sound insulated rooms. Apply sealant with hand-caulking gun with nozzle of proper size to fit joints. Use sufficient pressure to insure full contact to both sides of joint to full depth of joint. D. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to achieve smooth sealant surface. E. Depth of sealant bite shall be 1/4 inch (6 mm) minimum and 1/2 inch (12.7 mm) maximum, but never more than one half or less than one fourth joint width. 3.4 FIELD QUALITY CONTROL A. Inspection: Acoustical Joint Sealants -4 - 07 9219 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. Examine sealant joints to verify compliance with Contract Document requirements. B. Non-Conforming Work. Non-conforming work as covered in the General Conditions applies, but is not limited to the following: 1. Sealant material found to be contaminated or damaged or inadequate preparation of substrate results in deficiencies in joint sealant adhesion is considered defective or not complying with Contract Document requirements. 2. Correct any work found defective or not-complying with Contract Document requirements at no additional cost to Owner. 3.5 CLEANING A. Remove sealant from adjacent surfaces in accordance with Sealant Manufacturer and Substrate Manufacturer recommendations as work progresses. B. Remove masking tape and any other foreign material. C. Clean adjacent materials that have been soiled immediately (before setting)as recommended by Manufacturer. D. Waste Management: Dispose of products in accordance with Sealant Manufacturer's recommendation. END OF SECTION Acoustical Joint Sealants - 5 - 07 9219 BLANK PAGE DIVISION 09: FINISHES 090000 FINISHES 092000 PLASTER AND GYPSUM BOARD 09 2900 GYPSUM BOARD 09 7000 WALL FINISHES 09 7216 VINYL COATED FABRIC WALL COVERINGS 09 7226 SISAL WALL COVERINGS 099000 PAINTS AND COATINGS 09 9001 COMMON PAINTING AND COATING REQUIREMENTS 09 9113 EXTERIOR PAINTED GALVANIZED METAL 09 9123 INTERIOR PAINTED GYPSUM BOARD,PLASTER 09 9413 INTERIOR TEXTURED FINISHING END OF TABLE OF CONTENTS Table of Contents - 1 - Document 09 0000 BLANK PAGE Table of Contents -2 - Document 09 0000 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 2900 GYPSUM BOARD PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install gypsum board as described in Contract Documents, except behind ceramic tile. 2. Furnish and install acoustical sealants as described in Contract Documents. B. Related Requirements: 1. Section 07 9219: Quality of acoustical sealants. 2. Section 09 9413: Textured finishing. 1.2 REFERENCES A. Definitions: 1. Accessories: Metal or plastic beads, trim, or moulding used to protect or conceal corners, edges, or abutments of the gypsum board construction. 2. Drywall Primer: Paint material specifically formulated to fill the pores and equalize the suction difference between gypsum board surface paper and the compound used on finished joints, angles, fastener heads, and accessories and over skim coatings. 3. Skim Coat: Either a thin coat of joint compound trowel applied, or a material manufactured especially for this purpose and applied in accordance with manufacturer's recommendations, over the entire surface. 4. Texturing: Regular or irregular patterns typically produced by applying a mixture of joint compound and water, or proprietary texture materials including latex base texture paint, to a gypsum board surface previously coated with drywall primer. B. Reference Standards: 1. ASTM International: a. ASTM C11-10a, 'Standard Terminology Relating to Gypsum and Related Building Materials and Systems'. b. ASTM C475/C475M-02(2007), 'Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board'. c. ASTM C840-11, 'Standard Specification for Application and Finishing of Gypsum Board'. d. ASTM C1002-07, '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'. e. ASTM C1047-10a, 'Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base'. f. ASTM C1178/C1178M-11, 'Standard Specification for Coated Glass Mat Water-Resistant Gypsum Backing Panel'. g. ASTM C1396/C1396M-11, 'Standard Specification for Gypsum Board'. h. ASTM E84-12, 'Standard Test Method for Surface Burning Characteristics of Building Materials'. i. ASTM E119-12, 'Standard Test Method for Fire Tests of Building Construction and Materials'. 2. Gypsum Association: a. GA-214-10, 'Recommended Levels of Gypsum Board Finish'. b. GA-216-10: 'Application and Finishing of Gypsum Panel Products'. c. GA-600-09, 'Fire Reference Design Manual'. Gypsum Board - 1 - 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units d. GA-801-07, 'Handling and Storage of Gypsum Panel Products: A Guide for Distributors, Retailers, and Contractors'. 3. Underwriters Laboratories, Inc. a. UL 263: 'Test Method for Fire Tests of Building Construction and Materials' (2011). b. UL 723: 'Standard for Safety Test for Surface Burning Characteristics of Building Materials; (2010). 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: 1. Schedule pre-installation conference immediately before installation of gypsum wallboard. 2. In addition to agenda items specified in Section 01 3100, review following: a. Finish requirements necessary for installation of finish materials over gypsum wallboard, and location and installation of ceramic tile backerboard. 1.4 SUBMITTALS A. Informational Submittals: 1. Test And Evaluation Reports: a. Fire test results or assembly diagrams and numbers confirming products used will provide required fire ratings with installation configurations used. 1.5 DELIVERY, STORAGE, AND HANDLING A. General: 1. Following recommendations of GA-801 Guide for Handling and Storage of Gypsum Panel Products unless local, state or federal laws or agency rules differing from the recommendations shall take precedence. B. Delivery And Acceptance Requirements: 1. Deliver materials in original packages, containers, or bundles bearing brand name, applicable standard designation, and Manufacturer's name. C. Storage And Handling Requirements: 1. Store material under roof and keep dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. Stack gypsum board flat to prevent sagging. 1.6 FIELD CONDITIONS A. Ambient Conditions: 1. Comply with ASTM C840 or GA-216 requirements, whichever are more stringent: a. Do not install interior products until installation areas are enclosed and conditioned. 1) Temperature shall be 50 deg F (10 deg C)and 95 deg F (35 deg C) maximum day and night during entire joint operation and until execution of Certificate of Substantial Completion. 2) Provide ventilation to eliminate excessive moisture. 3) Avoid hot air drafts that will cause too rapid drying. b. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. Gypsum Board -2 - 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: 1. Manufacturer Contact List: a. American Gypsum, Dallas,TX www.americangypsum.com. b. CertainTeed Gypsum, Inc; Tampa, FL www.certainteed.com. c. Georgia Pacific, Atlanta, GA www.gp.com. d. National Gypsum, Charlotte, NC www.nationalgypsum.com. e. Pabco Gypsum, Newark, CA www.pabcogypsum.com. f. United States Gypsum Co, Chicago, IL www.usg.com. B. Materials: 1. Interior Gypsum Board: a. General: 1) Size: a) Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2) Class Two Quality Standard: a) Core: Fire-resistant rated gypsum core. b) Complies with Type X requirements of ASTM C1396/C1396M (Section 5). c) Surface paper: Face paper suitable for painting. d) Long edges: Tapered edge. e) Overall thickness: 5/8 inch (15.9 mm). 2.2 ACCESSORIES A. Manufacturers: 1. Manufacturer Contact List: a. Kinetics Noise Control, Dublin, OH www.kineticsnoise.com. b. Magnum Products, Lenaxa, KS www.levelcoat.com. c. National Gypsum, Charlotte, NC www.nationalgypsum.com. d. Soundproofing Co, San Marcos, CA www.soundproofing.org. e. United States Gypsum Co,Chicago, IL www.usg.com. f. Westpac Materials Inc, Orange, CA www.westpacmaterials.com. g. Wm. Zinsser& Co, Somerset, NJ www.zinsser.com. h. Furring Channels: 1) Class Two Quality Standards. See Section 01 6200 for definitions: a) Walls: Galvanized DWFC-25. 2) Accessories as required by Manufacturer's fire tests to provide necessary fire ratings. i. Corner And Edge Trim: 1) Metal, paper-faced metal, paper-faced plastic, or solid vinyl meeting requirements of ASTM C1047. Surfaces to receive bedding cement treated for maximum bonding. j. Control Joint: 1) Bent zinc sheet with V-shaped slot, perforated flanges, covered with plastic tape meeting requirements of ASTM C1047. 2. Joint Compound: a. Best grade or type recommended by Board Manufacturer and meeting requirements of ASTM C475/C475M. 1) Use Taping Compound for first coat to embed tape and accessories. 2) Use Taping Compound or All-Purpose Compound for subsequent coats except final coat. 3) Use Finishing Compound for final coat and for skim coat. 3. Joint Reinforcing: a. Paper reinforcing tape acceptable to Gypsum Board Manufacturer. Gypsum Board - 3 - 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 4. Fasteners: a. Bugle head screws meeting requirements of ASTM C1002: 1) Gypsum Board: a) Type W: For fastening gypsum board to wood members, of length to penetrate wood framing 5/8 inch (15.9 mm) minimum. b) Type S: For fastening gypsum board to steel framing and ceiling suspension members, of length to penetrate steel framing 3/8 inch (9.5 mm) minimum. B. Primer/Surfacer On Surfaces To Receive Texturing: 1. Type Two Acceptable Products: a. Sheetrock First Coat by USG. b. Prep Coat by Westpac Materials. c. Level Coat by Magnum Products. d. Equal as approved by Architect before bidding. See Section 01 6200. C. Primer On Surfaces To Receive Wallcovering: 1. White, self-sizing, water based, all purpose wallcovering primer. 2. Type Two Acceptable Products: a. Shieldz Universal Pre-Wallcovering Primer by Wm. Zinsser and Company. b. Equal as approved by Architect before application. See Section 01 6200. PART 3 -EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Examine substrate and verify framing is suitable for installation of gypsum board. 2. Examine gypsum board before installation. Reject panels that are wet, moisture damaged, and mold damaged. 3. Notify Architect of unsuitable conditions in writing. a. Do not install board over unsuitable conditions. 4. Commencement of Work by installer is considered acceptance of substrate. 3.2 INSTALLATION A. Interface With Other Work: 1. Coordinate with Division 06 for location of backblocking for edges and ends of gypsum board and for blocking required for installation of equipment and building specialties. 2. Do not install gypsum board until required blocking is in place. B. General: Install and finish as recommended in ASTM C840 or GA-216 unless specified otherwise in this Section. C. Interior Gypsum Board: 1. General: a. Install so trim and reinforcing tape are fully backed by gypsum board. No hollow spaces between pieces of gypsum board over 1/8 inch (3 mm) wide before taping are acceptable. b. Rout out backside of gypsum board to accommodate items that extend beyond face of framing, but do not penetrate face of gypsum board, such as metal door frame mounting brackets, etc. 2. Single Layer Application: a. Apply ceilings first using minimum of two men. b. Use board of length to give minimum number of joints. c. On walls over 108 inches (2 700 mm) high and on ceilings, apply board perpendicular to support. Gypsum Board -4 - 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units d. Stagger end joints. End and edge joints of board applied on ceilings shall occur over framing members or be back blocked with 2x4 (38 mm by 89 mm) blocking. End joints of board horizontally applied on walls shall occur over framing members. Edge joints of board vertically applied on walls shall occur over framing members. e. Butt edges in moderate contact. Do not force in place. Shim to level. f. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling surfaces level. g. Scribe work closely. Keep joints as far from openings as possible. If joints occur near an opening, apply board so vertical joints are centered over openings. No vertical joints shall occur within 8 inches (200 mm)of external corners or openings. h. Install board tight against support with joints even and true. Tighten loose screws. i. Caulk perimeter joints in sound insulated rooms with specified acoustical sealant. 3. Double Layer Application: a. Apply base layer as specified for single layer application, except edge joints need not occur over framing members or be back blocked. b. Apply face layer with joints staggered in relationship to base and occurring over supports. Use combination of adhesive and screws if required to meet Manufacturer's specifications for fire-rated assembly. Apply screws attaching face layer through base layer into support for specified penetration. 4. Fastening: a. Apply from center of board towards ends and edges. b. Apply screws 3/8 inch (9.5 mm) minimum from ends and edges, one inch (25 mm) maximum from edges, and 1/2 inch (13 mm) maximum from ends. c. Spacing: 1) Ends: Screws not over 7 inches (175 mm) on center at edges where blocking or framing occurs. 2) Wood Framed Walls And Ceilings: Screws 7 inches (175 mm)on center in panel field. 3) Metal Framed Walls: Screws 12 inches (300 mm) on center in panel field. d. Set screw heads 1/32 inch (0.8 mm) below plane of board, but do not break face paper. If face is accidentally broken, apply additional screw 2 inches (50 mm) away. e. Screws on adjacent ends or edges shall be opposite each other. f. Drive screws with shank perpendicular to face of board. 5. Trim: a. Corner Beads: 1) Attach corner beads to outside corners. a) Attach metal corner bead with staples spaced 4 inches (100 mm) on center maximum and flat taped over edges of corner bead. Also, apply screw through edge of corner bead where wood trim will overlay corner bead. b) Set paper-faced trim in solid bed of taping compound. 6. Finishing: a. General: 1) Tape and finish joints and corners throughout building as specified below to correspond with final finish material to be applied to gypsum board. When sanding, do not raise nap of gypsum board face paper or paper-faced trim. 2) First Coat: a) Apply tape over center of joint in complete, uniform bed of specified taping compound and wipe with a joint knife leaving a thin coating of joint compound. If metal corner bead is used, apply reinforcing tape over flange of metal corner bead and trim so half of tape width is on flange and half is on gypsum board. b) Completely fill gouges, dents, and fastener dimples. c) Allow to dry and sand lightly if necessary to eliminate high spots or excessive compound. 3) Second Coat: a) Apply coat of specified joint compound over embedded tape extending 3-1/2 inches (88 mm) on both sides of joint center. Use finishing compound only if applied coat is intended as final coat. b) Re-coat gouges, dents, and fastener dimples. c) Allow to dry and sand lightly to eliminate high spots or excessive compound. Gypsum Board -5- 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 4) Third Coat: Apply same as second coat except extend application 6 inches (150 mm) on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. 5) Fourth Coat: Apply same as second coat except extend application 9 inches (425 mm) on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. a. Finishing Levels: Finish panels to levels indicated below and according to ASTM C840, GA- 214 and GA-216: 1) Gypsum Board Surfaces not painted or finished: a) GA-214 Level 1: All joints and interior angles shall have tape set in joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are acceptable'. 2) Gypsum Board Surfaces Under Acoustical Tile: a) GA-214 Level 2: 'All joints and interior angles shall have tape embedded in joint compound and wiped with a joint knife leaving a thin coating of joint compound over all joints and interior angles. Fastener heads and accessories shall be covered with a coat of joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are acceptable. Joint compound applied over the body of the tape at the time of tape embedment shall be considered a separate coat of joint compound and shall satisfy the conditions of this level. 3) Gypsum Board Surfaces to Receive: Wall Covering Type A- Section 09 7226: 'Sisal Wall Covering': a) GA-214 Level 3: 'All joints and interior angles shall have tape embedded in joint compound and one additional coat of joint compound applied over all joints and interior angles. Fastener heads and accessories shall be covered with two separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified wall covering primer'. 4) Gypsum Board Surfaces to Receive: Acoustic Wall Fabric Type B -Section 09 7216, 'Vinyl-Coated Fabric Wall Covering': a) GA-214 Level 4: 'All and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer'. 5) Gypsum Board Surfaces to Receive: Painted Texturing - Section 09 9413: 'Interior Textured Finishing': a) GA-214 Level 4: 'All and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer'. 6) Gypsum Board Surfaces to Receive: Smooth Gypsum Board Surfaces: a) GA-214 Level 4: 'All and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer'. 3.3 FIELD QUALITY CONTROL A. Non-Conforming Work: 1. Remove and replace panels that are wet, moisture damaged, and mold damaged. a. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. Gypsum Board -6- 09 2900 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units b. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. 3.4 CLEANING A. Remove from site debris resulting from work of this Section including taping compound spills. END OF SECTION Gypsum Board -7 - 09 2900 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 7216 VINYL-COATED FABRIC WALL COVERINGS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Install wall covering as described in Contract Documents. B. Related Requirements: 1. Section 09 2900: Priming of gypsum board surfaces. 1.2 SUBMITTALS A. Action Submittals: 1. Sample: a. Color and pattern selection. B. Informational Submittals: 1. Manufacturer Instructions: a. Published installation instructions. 2. Qualification Statement: a. Installer: 1) Provide Qualification documentation if requested by Architect or Owner. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data: 1) Cleaning and maintenance instructions. b. Record Documentation: 1) Manufacturers documentation: a) Manufacturer's literature or cut sheet. b) Color and pattern selection. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: 1. Meet or exceed Fed Spec CCC-W-408A Type II, Class A. Requirements of this standard restrict approvals to flame spread no higher than 25. 2. Manufacturer shall meet governing codes requiring higher than specified standards. B. Qualifications: 1. Installer: Requirements of Section 01 4301 applies, but not limited to following: a. Minimum one (1) satisfactorily completed installations of comparable quality, scope, similar size, and complexity in past two (2)years before bidding. b. Upon request, submit documentation. Vinyl-Coated Fabric Wall Coverings - 1 - 09 7216 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 2 -PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Supplier List: a. Essex Commercial Wallcoverings,distributed by LBI-Boyd Wallcoverings, Glendora, CA. 1) Contact Michelle Hermsen (303) 961-7951 hermsenmichelle @msn.com. b. Len-Tex Wallcoverings, Distributed by MDC Wallcoverings, Elk Grove Village, IL. 1) Contact Peter DeRooy (800)621-4006 pderooy @mdcwall.com. c. Lanark Vinyl Wall Covering, Distributed by Tri-Kes Wallcovering Source, Dallas, TX (800) 200-8120 or(972)484-8120 sales @tri-kes.com. d. Koroseal Wall Covering, Fairlawn, OH. 1) Contact Paula Graham(800)752-9334 or(866) 628-2280 pgraham @koroseal.com. e. Color& Design Commercial Wallcoverings, Distributed by Wall Resources, Salt Lake City, UT (800) 323-8226. 1) Contact Lisa Fratto(801)243-2797 Ifratto @wallresources.com. B. Description: 1. Colors/Patterns: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories. C. Materials: 1. Wall Covering: a. Supporting Materials: Cotton cloth, Osnaburg, or other suitable materials that will meet above standards. b. Coating Compound: Formulate from Virgin Polymerized or Copolymerized Vinylchloride resin, plasticized with phosphate or phthalate-ester plasticizers exclusively and be integrally pigmented. c. Top Coating: Meet requirements of Table 1 Fed Spec CCC-W-408 clear virgin polymerized vinyl-chloride resin or modified vinyl chloride resin. 1) Use phosphate or phthalate-ester plasticized exclusively. 2.2 ACCESSORIES A. Adhesives: 1. Use only fungus resistant adhesives. 2. Type Two Acceptable Products: a. Roman's Professional Extra Strength by Roman Adhesive Co, Calumet City, IL (800) 488- 6117 or(708) 891-0770. b. Equal as recommended by Wall Covering Manufacturer and approved by Architect before use. See Section 01 6200. PART 3 -EXECUTION 3.1 PREPARATION A. Prime or size surfaces other than gypsum board with material recommended by Wall Covering Manufacturer. END OF SECTION Vinyl-Coated Fabric Wall Coverings -2 - 09 7216 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 7226 SISAL WALL COVERING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Installing wall covering (Sisal)as described in Contract Documents. B. Related Requirements: 1. Section 06 4512: Wood trim for sisal wall covering. 2. Section 09 2900: Priming of gypsum board. 1.2 REFERENCES A. Definitions: 1. Flame Spread: The propagation of flame over a surface. 2. Flame Spread Index: The numerical value assigned to a material tested in accordance with ASTM E84 or UL 723. 3. Smoke-Developed Index: The numerical value assigned to a material tested in accordance with ASTM E84 or UL 723. 4. ASTM International: a. ASTM E84-12, 'Standard Test Method for Surface Burning Characteristics of Building Materials'. 5. International Building Code (IBC)(2009 Edition): a. Chapter 8, 'Interior Finishes': 1) Section 803, 'Wall And Ceiling Finishes': a) 803.1.1, 'Interior Wall and Ceiling Finish Materials'. b) 803.3.1, 'Room Corner Test for Textile Wall Coverings and Expanded Vinyl Wall Coverings'. 6. Underwriters Laboratories, Inc.: a. UL 723: 'Standard for Safety Test for Surface Burning Characteristics of Building Materials'; (2010-Tenth Edition). 7. Underwriters Laboratories of Canada: a. CAN/ULC-S102-10: 'Method of Test for Surface Burning Characteristics of Building Materials and Assemblies'. 1.3 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Fire-Test-Response Characteristics: As determined by testing identical wall coverings applied with identical adhesives to substrates according to test method indicated below by qualified testing agency. Identify products with appropriate markings of applicable testing agency. a. Surface-Burning Characteristics: 1) Wall covering shall have Class A flame spread rating in accordance with ASTM E84 or UL 723 Type 1. a) Class A(Flame spread index 0-25; Smoke-developed index 0-450). b) Flash point: None. 2) ASTM E84, 'Standard Test Method for Surface Burning Characteristics of Building Materials'. 3) UL 723, 'Standard for Safety Test for Surface Burning Characteristics of Building Materials'. Sisal Wall Covering - 1 - 09 7226 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units B. Qualifications: 1. Installer: Requirements of Section 01 4301 applies, but not limited to following: a. Minimum three (3)years experience in wall covering installations. b. Minimum five (5) years satisfactorily completed projects of comparable quality, similar size, and complexity in past three (3)years before bidding. c. Agree to view DVD titled No-Flame Sisal Wall Covering Recommended Installation Procedures' provided by Owner. This may be waived by Owner, if Installer has viewed DVD before or can document at least two (2)satisfactorily completed projects of comparable size using sisal wall coverings in past three (3) years before bidding. d. Upon request, submit documentation. 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Deliver materials in sealed containers with Manufacturer's labels intact. B. Storage And Handling Requirements: 1. Store materials in protected area at temperatures below 90 deg F (32 deg C) and above 50 deg F (10 deg C). Keep from freezing. 2. Keep container tightly closed in a well ventilated area, and store upright when not in use. 3. Shelf life: One (1) year minimum- Unopened containers. 1.5 FIELD CONDITIONS A. Ambient Conditions: 1. Apply when the temperature is between 50 deg F (10 deg C) minimum and 100 deg F (38 deg C) maximum and relative humidity is less than seventy five (75) percent. 2. Provide good ventilation. 1.6 WARRANTY A. Manufacturer Warranty: 1. Provide five (5) year warranty against manufacturing defects. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Manufacturer Contact List: 1. Design Materials Inc, Kansas City, KS www.dmikc.com. 2. Fibreworks, Louisville, KY www.fibreworks.com. 2.2 DESCRIPTION A. Colors: 2.3 MATERIALS A. Sisal Wall Covering: 1. 100 percent fire-treated sisal yarn. 2. 1/4 inch (6 mm) pile height, 48 oz/sq yd (1 627 grams/sq meter) minimum. Sisal to be installed full height on walls shall be furnished in 9 or 13 foot(2.75 or 3.96 meters) wide goods. Sisal Wall Covering -2 - 09 7226 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 3. Reversible weave type, without backing. 2.4 ACCESSORIES A. Wall Covering Adhesive: 1. Category Four Approved Products. See Section 01 6200 for definitions of Categories. a. 257 Sisal Adhesive by Fibreworks. b. Sisal Adhesive No. 1-422 by Design Materials. B. Seam Cement: 1. Type Two Acceptable Products: a. 4015 Glue-Down Carpet Seam Adhesive by Roberts Consolidated Industries, Div QEP, Henderson, NV www.robertsconsolidated.com. b. Equal as recommended by Wall Covering Manufacturer with approval of Architect before installation. See Section 01 6200. PART 3 -EXECUTION 3.1 INSTALLERS A. Acceptable Installers: 1. Meet Quality Assurance Installer Qualifications as specified in Part 1 of this specification. 3.2 EXAMINATION A. Verification Of Conditions: 1. Examine substrate and verify that it is suitable for installation of sisal wall covering. 2. Notify Architect of unsuitable conditions in writing. a. Do not install over unsuitable conditions. 3. Commencement of Work by installer is considered acceptance of substrate. 3.3 INSTALLATION A. Apply wall covering in accordance with Manufacturer's instructions, available on DVD from Owner through Architect. See Quality Assurance Installer Qualifications as specified in Part 1 of this specification. B. Using specified adhesive, glue continuously to surface to be covered with wall covering. Apply adhesive in accordance with Manufacturer's recommendations. C. Run 'ribs' in weaving horizontally(panel style)when installing wall covering full height. If sisal installed only as wainscoting, 'ribs' may be installed vertically. Install wall covering so it extends to within 1/8 inch (3 mm)of floor slab. END OF SECTION Sisal Wall Covering - 3- 09 7226 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 9001 COMMON PAINTING AND COATING REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Common procedures and requirements for field-applied painting and coating. B. Related Requirements: 1. Section 07 9213: Quality of Elastomeric Joint Sealants. 2. Sections under 09 9000 heading 'Paints and Coatings'. a. Pre-Installation conferences held jointly with Section 09 9001. 3. Divisions 22 and 23: Painting of plumbing and HVAC items requiring field painting. 1.2 REFERENCES A. Definitions: 1. Damage Caused By Others: Damage caused by individuals other than those under direct control of Painting Applicator (MPI(a), PDCA P1.92). 2. Gloss Levels: a. Specified paint gloss level shall be defined as sheen rating of applied paint, in accordance with following terms and values, unless specified otherwise for a specific paint system. Gloss Level '1' Traditional matte finish - 0 to 5 units at 60 degrees to 10 units maxi- flat mum at 85 degrees. Gloss Level '2' High side sheen flat - 10 units maximum at 60 degrees and 10 to 'velvet-like'finish 35 units at 85 degrees. Gloss Level '3' Traditional 'eggshell-like 10 to 25 units at 60 degrees and 10 to 35 finish units at 85 degrees. Gloss Level '4' 'Satin-like' finish 20 to 35 units at 60 degrees and 35 units minimum at 85 degrees. Gloss Level '5' Traditional semi-gloss 35 to 70 units at 60 degrees. Gloss Level '6' Traditional gloss 70 to 85 units at 60 degrees. Gloss Level "7' High gloss More than 85 units at 60 degrees. 3. Properly Painted Surface: a. Surface that is uniform in appearance, color, and sheen and free of foreign material, lumps, skins, runs, sags, holidays, misses, strike-through, and insufficient coverage. Surface free of drips, spatters, spills, and overspray caused by Paint Applicator. Compliance will be determined when viewed without magnification at a distance of 5 feet (1.50 m) minimum under normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92). 4. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by conditions not apparent at time of initial painting or coating work. B. Reference Standards: 1. The latest edition of the following reference standard shall govern all painting work: a. MPI(a), 'Architectural Painting Specification Manual' by Master Painters Institute (MPI), as issued by local MPI Accredited Quality Assurance Association having jurisdiction. b. MPI(r), 'Maintenance Repainting Manual' by Master Painters Institute (MPI), as issued by local MPI Accredited Quality Assurance Association having jurisdiction. Common Painting And Coating Requirements - 1 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Schedule painting pre-installation conference after delivery of paint or coatings and before or at same time as application of field samples. a. Coordinate pre-installation conferences of all related painting and coating Sections under 09 9000 heading 'Paints and Coatings'. b. Schedule conference before preparation of control samples as specified in Sections under 09 9000 heading 'Paints and Coatings'. c. Conference to be held at same time as Section 09 2900 to review gypsum board finish preparation. 2. In addition to agenda items specified in Section 01 3100, review following: a. Review Quality Assurance for Approval requirements. b. Review Quality Assurance Field Sample requirements. c. Review Submittal requirements for compliance for MPI Approved Products. d. Review Design Criteria requirements. e. Review Cleaning requirements. f. Review painting schedule. g. Review safety issues. 3. Review additional agenda items from Sections under 09 9000 heading 'Paints and Coatings'. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Include following information for each painting product, arranged in same order as in Project Manual. 1) Manufacturer's cut sheet for each product indicating ingredients and percentages by weight and by volume, environmental restrictions for application, and film thicknesses and spread rates. 2) Provide one (1) copy of'MPI Approved Products List' showing compliance for each MPI product specified. a) MPI Information is available from MPI Approved Products List using the following link: http:/fwww.paintinfo.com/mpi/approved/index.shtml. 3) Confirmation of colors selected and that each area to be painted or coated has color selected for it. 2. Samples: Provide two 4 inch by 6 inch (100 mm by 150 mm) minimum draw-down cards for each paint or coating color selected for this Project. B. Informational Submittals: 1. Manufacturer Instructions: a. Manufacturer's substrate preparation instructions and application instruction for each painting system used on Project. 2. Qualification Statement: a. Applicator: 1) Provide Qualification documentation if requested by Architect or Owner. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Record Documentation: 1) Manufacturer's documentation: a) Manufacturer's cut sheet for each component of each system. b) Schedule showing rooms and surfaces where each system was used. 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approval: Common Painting And Coating Requirements -2 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. Conform to work place safety regulations and requirements of those authorities having jurisdiction for storage, mixing, application and disposal of all paint and related hazardous materials. 2. Paint and painting materials shall be free of lead and mercury, and have VOC levels acceptable to local jurisdiction. 3. Master Painters Institute (MPI) Standards: a. Products: Comply with MPI standards indicated and listed in 'MPI Approved Products List'. b. Preparation and Workmanship: Comply with requirements in 'MPI Architectural Painting Specification Manual' for products and coatings indicated. B. Qualifications: 1. Applicator: Requirements of Section 01 4301 applies, but not limited to following: a. Minimum five (5) years experience in painting installations. b. Minimum five (5) satisfactorily completed projects of comparable quality, similar size, and complexity in past three (3)years before bidding. c. Maintain qualified crew of painters throughout duration of the Work. d. Upon request, submit documentation. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Deliver specified products in sealed, original containers with Manufacturer's original labels intact on each container. 2. Deliver amount of materials necessary to meet Project requirements in single shipment. B. Storage And Handling Requirements: 1. Store materials in single place. 2. Keep storage area clean and rectify any damage to area at completion of work of this Section. 3. Maintain storage area at 55 deg F (13 deg C)minimum. 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Perform painting operations at temperature and humidity conditions recommended by Manufacturer for each operation and for each product for both interior and exterior work. 2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to be painted. a. Inspection of painting work shall take place under same lighting conditions as application. b. If painting and coating work is applied under temporary lighting, deficiencies discovered upon installation of permanent lighting will be considered latent damage as defined in MPI Manual, PDCA P1-92. PART 2 -PRODUCTS 2.1 SYSTEMS A. Performance: 1. Design Criteria: a. Provide materials for use within each coating system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. b. All materials, preparation and workmanship shall conform to requirements of'Architectural Painting Specification Manual' by Master Painters Institute (MPI). c. All paint manufacturers and products used shall be as listed under Approved Product List section of MPI Painting Manual. d. Provide products of same manufacturer for each coat in coating system. Common Painting And Coating Requirements - 3 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units B. Materials: 1. Materials used for any painting system shall be from single manufacturer unless approved otherwise in writing by painting system manufacturers and by Architect. Include manufacturer approvals in Product Data submittal. 2. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with other coating materials, bear identifying labels on containers, and be of highest quality of an approved manufacturer listed in MPI manuals. Tinting color shall be best grade of type recommended by Manufacturer of paint or stain used on Project. PART 3 -EXECUTION 3.1 APPLICATORS A. Approved Applicators: 1. Meet Quality Assurance Applicator Qualifications as specified in Part 1 of this specification. 3.2 EXAMINATION A. Verification Of Conditions: 1. Directing applicator to begin painting and coating work will indicate that substrates to receive painting and coating materials have been previously inspected as part of work of other Sections and are complete and ready for application of painting and coating systems as specified in those Sections. B. Pre-Installation Testing: 1. Before beginning work of this Section, examine, and test surfaces to be painted or coated for adhesion of painting and coating systems. 2. Report in writing to Architect of conditions that will adversely affect adhesion of painting and coating work. 3. Do not apply painting and coating systems until party responsible for adverse condition has corrected adverse condition. C. Evaluation And Assessment: 1. Report defects in substrates that become apparent after application of primer or first finish coat to Architect in writing and do not proceed with further work on defective substrate until such defects are corrected by party responsible for defect. 3.3 PREPARATION A. Protection Of In-Place Conditions: 1. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint surfaces not intended to be painted. These items will not be spelled out in detail but pay special attention to the following: a. Do not paint finish copper, bronze,chromium plate, nickel, stainless steel, anodized aluminum, or monel metal except as explicitly specified. b. Keep cones of ceiling speakers completely free of paint. In all cases where painting of metal speaker grilles is required, paint without grilles mounted to speakers and without grilles on ceiling. c. On existing work where ceiling is to be painted, speakers and grilles are already installed, and ceiling color is not being changed, mask off metal grilles installed on ceiling speakers. If ceiling color is being changed, remove metal grilles and paint, and mask off ceiling speakers. B. Surface Preparation: Common Painting And Coating Requirements -4 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for each painting system specified, unless instructed differently in Contract Documents. Bring conflicts to attention of Architect in writing. 2. Fill minor holes and cracks in wood surfaces to receive paint or stain. 3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before painting or finishing. 4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content of materials to be painted shall be within tolerances acceptable to Paint Manufacturer. 5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfaces before proceeding with stain or first coat application. 3.4 APPLICATION A. Interface With Other Work: 1. Coordinate with other trades for materials and systems that require painting before installation. 2. Schedule painting and coating work to begin when work upon which painting and coating work is dependent has been completed. Schedule installation of pre-finished and non-painted items, which are to be installed on painted surfaces, after application of final finishes. B. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents, including but not limited to following items. 1. Paint mechanical, electrical, items that require field painting as indicated in Contract Documents. These include but are not limited to: a. Gas pipe from gas meter into building. b. Electrical panel and disconnect enclosures. c. Metal protective structures for refrigerant lines. C. Apply sealant in gaps 3/16 inch (5 mm) and smaller between two substrates that are both to be painted or coated. Sealants in other gaps furnished and installed under Section 07 9213. D. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and at spreading rates for specified products as recommended by Manufacturer. E. Touch up suction spots after application of first finish coat. F. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats. G. Use fine sandpaper between coats as necessary to produce even, smooth surfaces. H. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping. I. Finished work shall be a 'Properly Painted Surface' as defined in this Section. 3.5 FIELD QUALITY CONTROL A. Non-Conforming Work: 1. Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly Painted Surface,' as defined in this Section. 2. Correction of'Latent Damage' and 'Damage Caused By Others,' as defined in this Section, is not included in work of this Section. 3.6 CLEANING A. General: Common Painting And Coating Requirements - 5 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. As work proceeds and upon completion of work of any painting Section, remove paint spots from floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition. B. Waste Management: 1. Remove rags and waste used in painting operations from building each night. Take every precaution to avoid danger of fire. 2. Paint, stain and wood preservative finishes and related materials (thinners, solvents, caulking, empty paint cans, cleaning rags, etc.) shall be disposed of subject to regulations of applicable authorities having jurisdiction. 3. Remove debris caused by work of paint Sections from premises and properly dispose. 4. Retain cleaning water and filter out and properly dispose of sediments. END OF SECTION Common Painting And Coating Requirements - 6 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units ATTACHMENTS PART 4 - PAINT COLOR SCHEDULE EDIT REQUIRED: Include following paragraph on CES Projects. Delete following paragraph if color information is included in Finish Schedule on Drawings. A. Colors: 1. Interior: a. Class One Color Quality Standards. See Section 01 6200. 1) Interior Gypsum Board, Plaster: SW6098 by Sherwin Williams. 2) Interior Metal: SW6098 by Sherwin Williams. 2. Exterior: a. Class One Color Quality Standards. See Section 01 6200. 1) Exterior Metal: <Insert Product and Color> by <Insert Manufacturer>. 2) Exterior CMU, Concrete, Stucco: <Insert Product and Color> by <Insert Manufacturer>. 3) Exterior Wood: <Insert Product and Color> by <Insert Manufacturer>. EDIT REQUIRED: Include following paragraph on Meetinghouse Projects. Delete following Paragraph if color information is included in Finish Schedule on Drawings. B. Colors: 1. Interior: a. Interior Poured Concrete: 1) Class One Color Quality Standard. See Section 01 6200. a) <Insert Product and Color> by <Insert Manufacturer>. EDIT REQUIRED: In following FOUR paragraphs, edit to correspond with Color Scheme being used on this Project. It is Owner's intent that same color be specified under all four paragraphs. If possible, use one of the specified colors for O&M / R&I Projects. b. Interior CMU: 1) Class One Color Quality Standard. See Section 01 6200. Scheme One Two Three Manufacturer Emerald SW6098 SW6098 SW6098 Sherwin Williams Garnet SW6070 SW6070 SW6098 Sapphire SW6098 SW6098 SW6385 c. Interior Gypsum Board, Plaster: 1) Class One Color Quality Standard. See Section 01 6200. Scheme One Two Three Manufacturer Emerald SW6098 SW6098 SW6098 Sherwin Williams Garnet SW6070 SW6070 SW6098 Sapphire SW6098 SW6098 SW6385 d. Interior Metal: 1) Class One Color Quality Standard. See Section 01 6200. Scheme One Two Three Manufacturer Emerald SW6098 SW6098 SW6098 Sherwin Williams Garnet SW6070 SW6070 SW6098 Sapphire SW6098 SW6098 SW6385 e. Interior Painted Wood: 1) Class One Color Quality Standard. See Section 01 6200. Scheme One Two Three Manufacturer Emerald SW6098 SW6098 SW6098 Sherwin Williams Garnet SW6070 SW6070 SW6098 Common Painting And Coating Requirements - 7 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units Sapphire SW6098 SW6098 SW6385 f. Interior Clear Finished Wood: Match other interior clear finished wood building elements. See Section 09 9324. 2. Exterior: a. Exterior Metal: 1) Class One Color Quality Standard. See Section 01 6200. a) <Insert Product and Color> by<Insert Manufacturer>. b. Exterior CMU, Concrete, Stucco: 1) Class One Color Quality Standard. See Section 01 6200. a) <Insert Product and Color> by<Insert Manufacturer>. c. Exterior Wood: 1) Class One Color Quality Standard. See Section 01 6200. a) <Insert Product and Color> by<Insert Manufacturer>. Common Painting And Coating Requirements -8 - 09 9001 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 9113 EXTERIOR PAINTED GALVANIZED METAL PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and painting following existing exterior exposed galvanized metal surfaces as described in Contract Documents. a. Mechanical Enclosure Wall Metal Cap. b. Mechanical Pipe Enclosure B. Related Requirements: 1. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading 'Paints and Coatings'. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 9001. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Category Four Approved Products and Manufacturers. See Section 01 6200 for definitions of Categories. a. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. B. Description: 1. Exterior Surfaces a. New Surfaces: Use MPI(a) EXT 5.3H Latex Finish system. b. Previously Finished Surfaces: Use MPI(r) REX 5.3H Latex Finish system. C. Performance: 1. Design Criteria: a. New Surfaces: MPI Premium Grade finish requirements. b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. c. Sound Existing Surfaces: MPI Custom Grade finish requirements. d. Gloss/Sheen Level Required: Gloss Level 5. D. Materials: 1. Latex: a. Waterborne Primer Coat: MPI Product 134: 'Primer, Galvanized, Water Based'. b. Finish Coats: MPI Product 11: 'Latex, Exterior Semi-Gloss (MPI Gloss Level 5)'. Exterior Painted Galvanized Metal - 1 - 09 9113 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units PART 3 -EXECUTION 3.1 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. New Surfaces: 1. Clean'passivated'or'stabilized'galvanized steel as specified in SSPC-SP1. 2. After removal of'passivated' or'stabilized' coating or for surfaces without coating, clean surfaces to be painted with mineral spirits or product recommended by Paint Manufacturer. Change to clean rags or wiping cloths regularly to reduce possibility of re-contamination of surface. 3. Apply prime coat. 4. Apply finish coats. C. Existing Painted Surfaces: 1. Remove deteriorated and chalked existing paint and rust deposits down to sound substrate by sanding, scraping, or wire brushing. 2. Clean existing sound painted surfaces as well as scraped and sanded existing painted surfaces as recommended by Paint Manufacturer. 3. Apply prime coat. 4. Apply finish coats. END OF SECTION Exterior Painted Galvanized Metal -2 - 09 9113 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing, priming, and finish painting new interior gypsum board and plaster surfaces as described in Contract Documents. 2. Preparing and painting following existing interior gypsum board and plaster surfaces as described in Contract Documents: a. Existing Gypsum Board adjacent to Mechanical Access Areas. B. Related Requirements: 1. Section 09 2900: 'Gypsum Board' for: a. Priming new interior gypsum board surfaces to receive sheet wall covering system or texturing. b. Pre-installation conference. 2. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading 'Paints and Coatings'. 3. Section 09 9413: 'Interior Textured Finishing'for textured finishes. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 2900. a. In addition to agenda items specified in Section 01 3100 and Section 09 2900, review following: 1) Review finish level requirements of gypsum wallboard as specified in Section 09 2900. 2. Participate in pre-installation conference as specified in Section 09 9001. PART 2 -PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Category Four Approved Manufacturers and Products. See Section 01 6200 for definitions of Categories. a. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. B. Description: 1. Interior Surfaces: a. New Surfaces: Use MPI(a) INT 9.2B Latex Finish system. b. Previously Finished Work: Use MPI(r) RIN 9.2B Latex Finish system. C. Performance: 1. Design Criteria: a. New Surfaces: MPI Premium Grade finish requirements. b. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. Interior Painted Gypsum Board, Plaster - 1 - 09 9123 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units c. Sound Existing Surfaces: MPI Custom Grade requirements. d. Gloss/Sheen Required: 1) To Match Existing D. Materials: 1. Primers: a. MPI Product 50, 'Primer Sealer, Latex, Interior'. 2. Finish Coats: a. Rest Rooms: 1) Buildings with only Gypsum Board surfaces in rooms: a) MPI Product 115, 'Epoxy-Modified Latex, Interior, Gloss (MPI Gloss Level 6)'. b. Remaining Painted Surfaces: 1) MPI Product 141, 'Latex, Interior, High Performance Architectural, Semi-Gloss (MPI Gloss Level 5)'. PART 3 -EXECUTION 3.1 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. New Surfaces: 1. Primer: Apply primer to be covered with other paint coats with roller only, or with spray gun and back-rolled. C. Existing Painted Surfaces: 1. Remove deteriorated existing paint down to sound substrate by scraping or sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. 2. Clean surface with mild soap and water, or with tri-sodium phosphate (TSP). Wash surfaces that have been defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint Manufacturer. Spot prime such surfaces. 3. Spackle and tape cracks. Sand to smooth finish and spot prime. 4. Sand or chemically etch existing painted surface as required to prepare surface to accept new paint. 5. Re-clean surface. 6. Apply primer coat. 7. Apply finish coats. END OF SECTION Interior Painted Gypsum Board, Plaster -2 - 09 9123 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 09 9413 INTERIOR TEXTURED FINISHING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and apply texturing on walls and ceilings as described in Contract Documents. B. Related Requirements: 1. Section 09 2900: Priming. 2. Section 09 9001: 'Common Painting And Coating Requirements': a. Pre-installation conference for Sections under 09 9000 heading 'Paints and Coatings'. 3. Section 09 9123: Finish painting. 1.2 REFERENCES A. Definitions: 1. Drywall Texture: Compound rolled, sprayed, or troweled onto sheetrock after taping and floating of joints is complete. Uses same material as joint compound, but thinned down with water and applied to wall surface: a. Light Orange Peel: Sprayed texture leaves light splatter on walls. Resembles peel of orange. If done with fine spray, can be one of the lightest, least noticeable of the texture styles. b. Smooth -Smooth application of texture over sheetrock wall that feathers out sheetrock joints, and creates even, non-textured wall. 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in pre-installation conference as specified in Section 09 9001. 2. In addition to agenda items specified in Section 01 3100 and Section 09 9001, review following: a. Review control samples. 1.4 SUBMITTALS A. Action Submittals: 1. Samples: a. Light Orange Peel Texture: 1) Provide minimum of three (3) 24 inch (600 mm)square control samples on primed gypsum wallboard of'light orange peel' texture to show possible variations. b. Light Skip Trowel Texture: 1) Provide minimum of three (3) 24 inch (600 mm)square control samples on primed gypsum wallboard of'light orange peel' texture to show possible variations. 1.5 QUALITY ASSURANCE A. Field Samples: 1. Before performing work of this Section, prepare control samples. Interior Textured Finishing - 1 - 09 9413 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 2. Architect will inspect control sample at pre-installation conference following preparation of control sample. When sample is approved, work of this Section may proceed. Approved samples will be kept at site at all times work of this section is being performed. PART 2 -PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Manufacturer Contact List: a. National Gypsum, Charlotte, NC www.nationalgypsum.com. b. U S Gypsum Co, Chicago, IL www.usg.com. B. Materials: 1. Class Two Quality Standards: See Section 01 6200. a. ProForm Perfect Spray EM/HF by National Gypsum. b. Sheetrock Wall & Ceiling Texture by U S Gypsum. PART 3 -EXECUTION 3.1 APPLICATION A. Location: 1. Walls: a. Match Existing Adjacent: B. Finishing: 1. Light Orange Peel Texture: a. After gypsum board is taped, sanded, and primed, apply texture. Closely match samples accepted by Architect. 2. Smooth: a. After gypsum board is taped, sanded, and primed, apply texture. END OF SECTION Interior Textured Finishing -2 - 09 9413 TABLE of CONTENTS SPECIFICATIONS DIVISION 23: HEATING, VENTILATING, AND AIR-CONDITIONING 230000 HEATING, VENTILATING, AND AIR-CONDITIONING 23 0501 COMMON HVAC REQUIREMENTS 23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 23 0719 HVAC PIPING INSULATION 23 0933 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC 232000 hvac piping and pumps 23 2300 REFRIGERANT PIPING 23 2600 Condensate Drain Piping 233000 HVAC AIR DISTRIBUTION 23 3001 Common Duct Requirements 23 3114 Low PRESSURE METAL DUCTS 23 3300 AIR DUCT ACCESSORIES 234000 HVAC AIR CLEANING DEVICES 23 4100 AIR FILTERS 235000 central hvac equipment 23 5135 AIR PIPING 236000 CENTRAL COOLING EQUIPMENT 23 6213 Air-Cooled Refrigerant Condensers END OF TABLE OF CONTENTS Table of Contents -1 - Division 23 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 0501 COMMON HVAC REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Common requirements and procedures for HVAC systems. 2. Responsibility for proper operation of electrically powered equipment furnished under this Division. 3. Interface with Testing And Balancing Agency. 4. Furnish and install sealants relating to installation of systems installed under this Division. 5. Furnish and install Firestop Penetration Systems for HVAC system penetrations as described in Contract Documents. 6. Furnish and install sound, vibration, and seismic control elements. B. Products Furnished But Not Installed Under This Section: 1. Sleeves, inserts, and equipment for mechanical systems installed under other Sections. C. Related Requirements: 1. Section 07 8400: Quality of Penetration Firestop Systems to be used on Project and submittal requirements. 2. Section 07 9213: Quality of sealants used at building exterior. 3. Section 07 9219: Quality of acoustical sealants. 4. Sections Under 09 9000 Heading: Painting of mechanical items requiring field painting. 5. Division 26: Raceway and conduit, unless specified otherwise, line voltage wiring, outlets, and disconnect switches. 6. Slots and openings through floors, walls, ceilings, and roofs provided under other Divisions in their respective materials. 1.2 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's catalog data for each manufactured item. 1) Provide section in submittal for each type of item of equipment. Include Manufacturer's catalog data of each manufactured item and enough information to show compliance with Contract Document requirements. Literature shall show capacities and size of equipment used and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier. b. Provide submittals in 3 ring binder, section and tabbed per specification section. 2. Shop Drawings: a. Schematic control diagrams for each separate fan system, heating system, control panel, etc. Each diagram shall show locations of all control and operational components and devices. Mark correct operating settings for each control device on these diagrams. b. Diagram for electrical control system showing wiring of related electrical control items such as smoke detector, fuses, interlocks, electrical switches, and relays. Include drawings showing electrical power requirements and connection locations. c. Other shop drawings required by Division 23 trade Sections. B. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data (Modify and add to requirements of Section Common HVAC Requirements - 1 - 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 01 7800): 1) At beginning of HVAC section of Operations And Maintenance Manual, provide master index showing items included. a) Provide name, address, and phone number of Architect, Architect's Mechanical Engineer, General Contractor, and HVAC, Sheet Metal, Refrigeration, and Temperature Control subcontractors. b) Identify maintenance instructions by using same equipment identification used in Contract Drawings. Maintenance instructions shall include: (1) List of HVAC equipment used indicating name, model, serial number, and nameplate data of each item together with number and name associated with each system item. (2) Manufacturer's maintenance instructions for each piece of HVAC equipment installed in Project. Instructions shall include name of vendor, installation instructions, parts numbers and lists, operation instructions of equipment, and maintenance and lubrication instructions. (3) Summary list of mechanical equipment requiring lubrication showing name of equipment, location, and type and frequency of lubrication. c) Provide operating instructions to include: (1) General description of each HVAC system. (2) Step by step procedure to follow in putting each piece of HVAC equipment into operation. (3) Provide diagrams for electrical control system showing wiring of items such as smoke detectors, fuses, interlocks, electrical switches, and relays. b. Warranty Documentation: 1) Include copies of warranties required in individual Sections of Division 23. c. Record Documentation: 1) Manufacturers documentation: a) Copies of approved shop drawings. 1.3 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. In case of differences between building codes, laws, local ordinances, utility company regulations, and Contract Documents, the most stringent shall govern. Notify Architect in writing of such differences before performing work affected by such differences. B. 1. Identification: a. Motor and equipment name plates as well as applicable UL/ ULC and AGA/ CGA labels shall be in place when Project is turned over to Owner. C. Qualifications: Requirements of Section 01 4301 applies, but not limited to following: 1. Company: a. Company specializing in performing work of this section. 1) Minimum five (5) years experience in HVAC installations. 2) Minimum five (5) satisfactorily completed installation in past three (3) years of projects similar in size, scope, and complexity required for this project before bidding. b. Upon request, submit documentation. 2. Installer: a. Licensed for area of Project. b. Designate one (1) individual as project foreman who shall be on site at all times during installation and experienced with installation procedures required for this Common HVAC Requirements -2 - 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units project. c. Upon request, submit documentation. 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Accept valves on site in shipping containers with labeling in place. B. Storage And Handling Requirements: 1. In addition to requirements specified in Division 01: a. Stored material shall be readily accessible for inspection by Architect until installed. b. Store items subject to moisture damage, such as controls, in dry, heated spaces. c. Provide temporary protective coating on cast iron and steel valves. d. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. 2. Protect bearings during installation. Thoroughly grease steel shafts to prevent corrosion. 1.5 WARRANTY A. Manufacturer Warranty: 1. Provide certificates of warranty for each piece of equipment made out in favor of Owner. Clearly record 'start-up'date of each piece of equipment on certificate. B. Special Warranty: 1. Guarantee HVAC systems to be free from noise in operation that may develop from failure to construct system in accordance with Contract Documents. 2. If HVAC sub-contractor with offices located more than 150 miles from Project site is used, provide service/warranty work agreement for warranty period with local HVAC sub-contractor approved by Architect. Include copy of service/warranty agreement in warranty section of Operation And Maintenance Manual. PART 2 - PRODUCTS 2.1 COMPONENTS A. Components shall bear Manufacturer's name and trade name. Equipment and materials of same general type shall be of same make throughout work to provide uniform appearance, operation, and maintenance. B. Pipe And Pipe Fittings: 1. Use domestic made pipe and pipe fittings on Project. C. Sleeves: 1. In Framing: Standard weight galvanized iron pipe, Schedule 40 PVC, or 14 ga galvanized sheet metal two sizes larger than bare pipe or insulation on insulated pipe. 2. In Concrete And Masonry: Sleeves through outside walls, interior shear walls, and footings shall be schedule 80 black steel pipe with welded plate. D. Valves: 1. Valves of same type shall be of same manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Drawings: Common HVAC Requirements - 3 - 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 1. HVAC Drawings show general arrangement of piping, ductwork, equipment, etc. Follow as closely as actual building construction and work of other trades will permit. 2. Consider Architectural and Structural Drawings part of this work insofar as these drawings furnish information relating to design and construction of building. These drawings take precedence over HVAC Drawings. 3. Because of small scale of Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. Investigate structural and finish conditions affecting this work and arrange work accordingly, providing such fittings, valves, and accessories required to meet conditions. B. Verification Of Conditions: 1. Examine premises to understand conditions that may affect performance of work of this Division before submitting proposals for this work. Examine adjoining work on which mechanical work is dependent for efficiency and report work that requires correction. 2. No subsequent allowance for time or money will be considered for any consequence related to failure to examine site conditions. 3. Ensure that items to be furnished fit space available. Make necessary field measurements to ascertain space requirements including those for connections and furnish and install equipment of size and shape so final installation shall suit true intent and meaning of Contract Documents. If approval is received by Addendum or Change Order to use other than originally specified items, be responsible for specified capacities and for ensuring that items to be furnished will fit space available. 4. Check that slots and openings provided under other Divisions through floors, walls, ceilings, and roofs are properly located. Perform cutting and patching caused by neglecting to coordinate with Divisions providing slots and openings at no additional cost to Owner. 3.2 PREPARATION A. Changes Due To Equipment Selection: 1. Where equipment specified or otherwise approved requires different arrangement or connections from that shown in Contract Documents, submit drawings, if requested by Architect, showing proposed installations. 2. If proposed changes are approved, install equipment to operate properly and in harmony with intent of Contract Documents. Make incidental changes in piping, ductwork, supports, installation, wiring, heaters, panelboards, and as otherwise necessary. 3. Provide any additional motors, valves, controllers, fittings, and other additional equipment required for proper operation of system resulting from selection of equipment. 4. Be responsible for the proper location of roughing-in and connections provided under other Divisions. 3.3 INSTALLATION A. Interface With Other Work: 1. Furnish sleeves, inserts, supports, and equipment that are to be installed by others in sufficient time to be incorporated into construction as work proceeds. Locate these items and see they are properly installed. 2. Electrical: Furnish exact location of electrical connections and complete information on motor controls to installer of electrical system. 3. Testing And Balancing: a. Put HVAC systems into full operation and continue their operation during each working day of testing and balancing. b. Make changes in fan speeds and dampers or add dampers as required for correct balance as recommended by Testing And Balancing Agency and at no additional cost to Owner. B. Cut carefully to minimize necessity for repairs to previously installed or existing work. Do not cut beams, columns, or trusses. C. Locating Equipment: 1. Arrange pipes, ducts, and equipment to permit ready access to valves, unions, filters, Common HVAC Requirements -4 - 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units starters, motors, control components, and to clear openings of doors and access panels. 2. Adjust locations of pipes, ducts, switches, panels, and equipment to accommodate work to interferences anticipated and encountered. 3. Install HVAC work to permit removal of equipment and parts of equipment requiring periodic replacement or maintenance without damage to or interference with other parts of equipment or structure. 4. Determine exact route and location of each pipe and duct before fabrication. a. Right-Of-Way: 1) Lines that pitch shall have right-of-way over those that do not pitch. 2) Lines whose elevations cannot be changed shall have right-of-way over lines whose elevations can be changed. b. Offsets, Transitions, and Changes in Direction: 1) Make offsets, transitions, and changes in direction in pipes and ducts as required to maintain proper head room and pitch of sloping lines whether or not indicated on Drawings. 2) Furnish and install all devices as required to effect these offsets, transitions, and changes in direction. D. Piping: 1. Furnish and install complete system of piping, valved as indicated or as necessary to completely control entire apparatus. a. Pipe drawings are diagrammatic and indicate general location and connections. Piping may have to be offset, lowered, or raised as required or directed at site. This does not relieve this Division from responsibility for proper erection of systems of piping in every respect. b. Arrange piping to not interfere with removal of other equipment, ducts, or devices, or block access to doors, windows, or access openings. c. Do not install piping in shear walls. 2. Properly make adequate provisions for expansion, contraction, slope, and anchorage. a. Cut piping accurately for fabrication to measurements established at site. Remove burr and cutting slag from pipes. b. Work piping into place without springing or forcing. Remove bolts in flanged connections or disconnect piping to demonstrate that piping has been so connected, if requested. c. Make changes in direction with proper fittings. 3. Provide sleeves around pipes passing through concrete or masonry floors, walls, partitions, or structural members. Seal sleeves with specified sealants. 4. Remove dirt, grease, and other foreign matter from each length of piping before installation. a. After each section of piping used for movement of water or steam is installed, flush with clean water, except where specified otherwise. b. Arrange temporary flushing connections for each section of piping and arrange for flushing total piping system. c. Provide temporary cross connections and water supply for flushing and drainage and remove after completion of work. E. Penetration Firestops: Install Penetration Firestop System appropriate for penetration at HVAC system penetrations through walls, ceilings, roofs, and top plates of walls. F. Sealants: 1. Seal openings through building exterior caused by penetrations of elements of HVAC systems. 2. Furnish and install acoustical sealant to seal penetrations through acoustically insulated walls and ceilings. 3.4 REPAIR! RESTORATION A. Each Section of this Division shall bear expense of cutting, patching, repairing, and replacing of work of other Sections required because of its fault, error, tardiness, or because of damage done by it. Common HVAC Requirements - 5- 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 1. Patch and repair walls, floors, ceilings, and roofs with materials of same quality and appearance as adjacent surfaces unless otherwise shown. 2. Surface finishes shall exactly match existing finishes of same materials. 3.5 FIELD QUALITY CONTROL A. Field Tests: 1. Perform tests on HVAC piping systems. Furnish devices required for testing purposes. B. Non-Conforming Work 1. Replace material or workmanship proven defective with sound material at no additional cost to Owner. 2. Repeat tests on new material, if requested. 3.6 SYSTEM START-UP A. Off-Season Start-up: 1. If Substantial Completion inspection occurs during heating season, schedule spring start-up of cooling systems. 2. Notify Owner seven days minimum before scheduled start-up. 3. Time will be allowed to completely service, test, check, and off-season start systems. During allowed time, train Owner's representatives in operation and maintenance of system. 4. At end of off-season start-up, furnish Owner with letter confirming that above work has been satisfactorily completed. B. Preparations that are to be completed before start up and operation include, but are not limited to, following: 1. Dry out electric motors and other equipment to develop and properly maintain constant insulation resistance. 2. Make adjustments to insure that: a. Equipment alignments and clearances are adjusted to allowable tolerances. b. Nuts and bolts and other types of anchors and fasteners are properly and securely fastened. c. Packed, gasketed, and other types of joints are properly made up and are tight and free from leakage. d. Miscellaneous alignings, tightenings, and adjustings are completed so systems are tight and free from leakage and equipment performs as intended. 3. Motors and accessories are completely operable. 4. Inspect and test electrical circuitry, connections, and voltages to be properly connected and free from shorts. 5. Make certain filters in equipment for moving air are new and of specified type. 6. Properly lubricate and run-in bearings in accordance with Manufacturer's directions and recommendations. 3.7 CLEANING A. Clean exposed piping, ductwork, and equipment. B. No more than one week before Final Inspection, flush out bearings and clean other lubricated surfaces with flushing oil. Provide best quality and grade of lubricant specified by Equipment Manufacturer. C. Replace filters in equipment for moving air with new filters of specified type no more than one week before Final Inspection. 3.8 CLOSEOUT ACTIVITIES A. Instruction Of Owner: 1. Instruct building maintenance personnel and Stake Physical Facilities Representative in Common HVAC Requirements -6 - 23 0501 539-1555-1201-0201 November 30, 2012 North Tigard AC Units operation and maintenance of mechanical systems utilizing Operation And Maintenance Manual when so doing. a. Minimum Instruction Periods: 1. HVAC: Four hours. 2. Temperature Control: Two hours. 3. Refrigeration: Two hours. b. Conduct instruction periods after Substantial Completion inspection when systems are properly working and before final payment is made. None of these instructional periods shall overlap another. 3.9 PROTECTION A. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. Cap or plug open ends of pipes and equipment to keep dirt and other foreign materials out of system. Do not use plugs of rags, wool, cotton waste, or similar materials. B. Do not operate pieces of equipment used for moving supply air without proper air filters installed properly in system. C. After start-up, continue necessary lubrication and be responsible for damage to bearings while equipment is being operated up to Substantial Completion. END OF SECTION Common HVAC Requirements - 7- 23 0501 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Common hanger and support requirements and procedures for HVAC systems. B. Related Sections: 1. Section 05 0523: Quality and requirements for welding 2. Section 07 8400: Quality of Penetration Firestop Systems to be used on Project and submittal requirements. 3. Sections Under 09 9000 Heading: Painting of mechanical items requiring field painting. 4. Slots and openings through floors, walls, ceilings, and roofs provided under other Divisions in their respective materials. 1.2 SUBMITTALS A. Required for all products. B. Product Data 1. Manufacturer's catalog data for each item. a. Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. b. Include name, address, and phone number of each supplier. 2. Provide submittals in 3 ring binder, section and tabbed per specification section. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Manufacturers 1. Class Two Quality Standard Approved Manufacturers. See Section 01 6200. a. Cooper B-Line, Highlanrbline.com b. Unistrut, Wayne, MI . B. Materials 1. Hangers, Rods, Channels, Attachments a. Support horizontal piping inside of building from support channel. b. Support Channel: 1) Class One Quality Standard: Unistrut P1000 and components. 2) Acceptable Manufacturers: Hilti, Thomas & Betts. 3) Equal as approved by Architect before installation. See Section 01 6200. PART 3 - EXECUTION 3.1 INSTALLATION A. Piping. 1. Properly support piping and make adequate provisions for expansion, contraction, slope and anchorage. a. Suspend piping from roof trusses or clamp to vertical walls using support channels and Hangers And Supports For HVAC Piping and Equipment - 1 - 23 0529 539-1555-1201-0201 November 30, 2012 North Tigard AC Units clamps. Do not hang pipe from other pipe, equipment, or ductwork. Laying of piping on any building element is not allowed. b. Supports for Vertical Piping: 1) Provide clamps as necessary to brace pipe to wall. END OF SECTION Hangers And Supports For HVAC Piping and Equipment -2 - 23 0529 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install identification of HVAC equipment and piping as described in Contract Documents. PART 2 - PRODUCTS 2.1 SYSTEMS B. Materials 1. Labels: a. Equipment Identification: 1) Black formica, with white reveal when engraved. 2) Lettering to be 3/16 inch high minimum. PART 3 - EXECUTION 3.1 APPLICATION A. Labels: 1. Identify following items with specified labels fastened to equipment with screws: a. Condensing Units. 2. Engrave following data from Equipment Schedules on Drawings onto labels: a. Equipment mark. b. Area served. c. Thermostat zone number, when different from equipment mark. d. Panel and breaker from which unit is powered. END OF SECTION Identification for HVAC Piping and Equipment - 1 - 23 0553 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 0719 HVAC PIPING INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install insulation on above ground refrigerant piping and fittings as described in Contract Documents. B. Related Requirements: 1. Section 23 0501: General Mechanical Requirements. 1.2 DELIVERY, STORAGE, AND HANDLING A. Keep materials and work dry and free from damage. B. Replace wet or damaged materials at no additional cost to Owner. 1.3 SUBMITTALS A. Action Submittals 1. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier. b. Provide submittals in 3 ring binder, section and tabbed per specification sections. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Manufacturers: 1. Manufacturer Contact List: a. Armacell, Mebane, NC . b. Childers Products Co, Eastlake, OH . c. Foster Products Corp, Oakdale, MN . d. Johns-Manville, Denver, CO . e. Knauf, Shelbyville, IN . f. Manson, Brossard, BC, Canada g. Nitron Industries, Thousand Oaks, CA . h. Owens-Corning, Toledo, OH . I. Ramco, Lawrenceville, NJ . j. Nomac, Zebulon, NC . k. Speedline Corp, Solon, OH . B. Materials: 1. Refrigeration Piping System: a. Thickness: Pipe Size, Outside Diameter Insulation Thickness 2 Inch 3/4 Inch One inch or two layers of 2 inch HVAC Piping Insulation - 1 - 23 0719 539-1555-1201-0201 November 30, 2012 North Tigard AC Units sheet for fittings as recommended by Manufacturer. 2) Category Four Approved Products. See Section 01 6200 for definitions of Categories. a) AP Armaflex 25/50 by Armacell. b) Nitrolite by Nitron Industries. White only for exterior. c) Nomaco K-Flex. b. Joint Sealer: 1) Category Four Approved Products. See Section 01 6200 for definitions of Categories. a) Armacell 520 by Armacell. b) Namaco K-Flex R-373. c. Insulation Tape: 1) Category Four Approved Products. See Section 01 6200 for definitions of Categories. a) Armaflex AP Insul Tape by Armacell. b) FT182 Tape by Nitron Industries. c) Elastomeric Foamtape by Nomac K-Flex. d. Exterior Finish: 1) For application to non-white, exterior insulation. 2) Category Four Approved Products. See Section 01 6200 for definitions of Categories. a) WB Armaflex Finish by Armacell. b) R-374 Protective Coating by Nomaco K-Flex. 2. Hot-Water-Heat Piping Systems: a. Thickness: 1) Pipe: a) 1-1/2 inch for pipe sizes < 1.5 inch diameter. b) 2 inch for pipe sizes > 1.5 inch diameter. 2) Pipe Fittings: a) 1-1/2 inch for pipe sizes < 1.5 inch diameter. b) 2 inch for pipe sizes > 1.5 inch diameter. 3) Heavy density fiberglass with fire retardant vapor barrier jacket with self-sealing laps. 4) Performance Standard: Fiberglas heavy density with ASJ-SSL jacket by Owens-Corning. 5) Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories. a) Mason. b) Johns Manville. c) Owens-Corning. b. Vapor Barrier Adhesive: As recommended by Insulation Manufacturer. c. Covers For Valves And Fittings: 1) Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories. a) Zeston by Johns Manville. b) Speedline. d. Shields: 22 ga by 12 inch long galvanized steel. e. Hydraulic Setting Insulating Cement. 1) Class Two Quality Standard: Ramco Finishing Cement 1200. f. Weather Barrier Mastic: 1) Water based vinyl-acrylic mastic coating. 2) Class Two Quality Standard: Childers/Foster CP-10/CP-11. g. Canvas: 4 oz. PART 3 -EXECUTION 3.1 PREPARATION A. Before application of insulating materials, brush clean surfaces to be insulated and make free from rust, scale, grease, dirt, moisture, and any other deleterious materials. HVAC Piping Insulation -2 - 23 0719 539-1555-1201-0201 November 30, 2012 North Tigard AC Units B. Use drop cloths over equipment and structure to prevent adhesives and other materials spotting the work. HVAC Piping Insulation - 3 - 23 0719 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 3.2 INSTALLATION A. Refrigeration System Piping System: 1. General: a. Install insulation in snug contact with pipe. 1) Insulate flexible pipe connectors. 2) Insulate thermal expansion valves with insulating tape. 3) Insulate fittings with sheet insulation and as recommended by Manufacturer. b. Slip insulation on tubing before tubing sections and fittings are assembled keeping slitting of insulation to a minimum. c. Do not install insulation on lines through clamp assembly of pipe support. Butt insulation up against sides of clamp assembly. d. Stagger joints on layered insulation. Seal joints in insulation. e. Install insulation exposed outside building so 'slit'joint seams are placed on bottom of pipe. f. Paint exterior exposed, nonwhite insulation with two coats of specified exterior finish. 2. System Requirements: a. Condensing Units and Heat Pump Units: Install insulation on above ground refrigerant suction piping and fittings, including thermal bulb, from thermal expansion valve. 3.3 FIELD QUALITY CONTROL A. Method of installing insulation shall be subject to approval of Architect. Sloppy or unworkmanlike installations are not acceptable. 3.4 CLEANING A. Leave premises thoroughly clean and free from insulating debris. END OF SECTION HVAC Piping Insulation -4 - 23 0719 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 0933 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install automatic temperature control system as described in Contract Documents. 2. Furnish and install conductors and make connections to control devices, motors, and associated equipment 3. Assist in air test and balance procedure. B Related Sections: 1. Section 23 0501: Common HVAC Requirements. 2. Section 23 0593:Air test and balance. 3. Division 26: a. Furnishing and installing of raceway, conduit, and junction boxes, including pull wires, for temperature control system except as noted above. b. Power wiring to magnetic starters, disconnect switches, and motors. c. Motor starters and disconnect switches, unless integral with packaged equipment. 1.2 SUBMITTALS A. Action Submittals 1. Shop Drawings: Show each individual equipment and piping support. 2. Required for all products 3. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier. b. Provide submittals in 3 ring binder, section and tabbed per specification sections. B. Informational Submittals: 1. Qualification Statements: Submit document from Approved Distributor confirming contractor sponsorship. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data: 1) Leave with O&M Manual specified in Section 23 0501. 1.3 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but is not limited to the following: 1. Installer: a. Before bidding, obtain sponsorship from a local, Approved Distributor specified under PART 2 PRODUCTS. Initial requirements for sponsorship are: 1) Be one of following Honeywell supported partners: a) Honeywell-Automation Control Specialist(ACS) b) Honeywell-Commercial Comfort& Energy Specialist(CCES) c) Honeywell Authorized Control Integrator(ACI) Electric And Electronic Control System For HVAC - 1 - 23 0933 539-1555-1201-0201 November 30, 2012 North Tigard AC Units PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Manufacturer Contact List a. Honeywell Inc, Minneapolis, MN www.honeywell.com B. Obtain thermostats and other control equipment from following Sponsoring Approved Distributors. See Section 01 43101. 1. Oregon - a. MI Controls - (503) 233-5501 stevemicontrols.com Steve Roe b. RSD Total Control - (800) 245-8007, ext 255 jransford @rsd-tc.com Joe Ransford C. Performance: 1. Design Criteria: a. Automatic Temperature Control System design concept utilizes thermostats located near furnace with electronic sensors. D. Components 1. Conductors a. Color-coded and No. 16 and No. 12 AWG Type TWN, TFN, or THHN, stranded for open wiring. b. Thermostat Cable: 12, 8, or 4 conductor, 18AWG solid copper wire, insulated with high- density polyethylene. Conductors parallel enclosed in brown PVC jacket (22 AWG cable not allowed). 2. Float Switch a. Kele JMP-100-4CC11. E. Operation Sequence 1. Furnace with Minimum Outside Air a. Programmable thermostat shall control unoccupied and occupied status of fan system based on adjustable seven day program and remote room sensor/push button. Fan shall run continuously in occupied mode and cycle in unoccupied mode. b. Auxiliary fan cycle switch is provided by thermostat sub-base and is to be set for continuous fan in occupied mode. c. Adjustable heating and cooling set points shall control space temperature by activating either heating or cooling equipment. Programmable thermostat provides automatic change over between heating and cooling. e. Outside air damper (spring return type) shall open in occupied mode and remain closed in unoccupied mode. f. In zones serving Bishop's Office use three remote sensors. Place one sensor in Bishop's Office and distribute remaining sensors as indicated for maximum comfort. Sensors shall control system operation by averaging temperature in four spaces containing sensors. g. Integrate cooling sequence into existing thermostats. 2. Float switch disables unit at high float level. PART 3 - EXECUTION 3.1 INSTALLATION A. Interface With Other Work 1. Calibrate room thermostats as required during air test and balance. Insulate sensor J-box with fiberglass insulation; expandable/foam insulation is NOT acceptable. 2. Instruct air test and balance personnel in proper use and setting of control system components. 3. Install low voltage electrical wiring in accordance with Division 26 of these Specifications. B. Paste copy of record control wiring diagram on back of relay panel door cover for each twin furnace Electric And Electronic Control System For HVAC -2 - 23 0933 539-1555-1201-0201 November 30, 2012 North Tigard AC Units system. 3.2 FIELD QUALITY CONTROL A. Manufacturer's Field Service: 1. Calibrate, adjust, and set controls for proper operation, operate systems, and be prepared to prove operation of any part of control system. This work is to be completed before pre- substantial completion inspection. 2. Test each individual heating, cooling, and damper control for proper operation using control system. 3. At time of Pre-Substantial Completion Inspection, installer shall demonstrate to the Engineer that all systems are functioning per Contract Documents. 3.3 ADJUSTING A. Program minimum of one day's operation into thermostat's memory function. 3.4 CLOSEOUT ACTIVITIES A. Instruction Of Owner: 1. Include as part of training required in Section 23 0501, following training: a. Training shall be by personnel of installing company and utilize operator's manuals and as- built documentation. b. Training shall include sequence of operation review, selection of displays, modification of schedules and setpoints,troubleshooting of sensors, etc, as follows: 1) Thermostat Operation a) Identify and explain use of buttons on thermostat face, I.E. "I" or information button, warmer button, and cooler button. b) Identify and explain buttons under thermostat cover. END OF SECTION Electric And Electronic Control System For HVAC - 3- 23 0933 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 2300 REFRIGERANT PIPING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install piping and specialties for refrigeration systems as described in Contract Documents. B. Related Sections: 1. Section 23 0501: Common HVAC Requirements 2. Section 23 0719: Refrigerant Piping Insulation 3. Section 23 6213: Air-Cooled Refrigerant Condensers 1.2 REFERENCES A. Reference Standards 1. ASTM International: a. ASTM A36-08, >Standard Specification for Carbon Structural Steel.= b. ASTM B280-08, >Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service.= 2. American Welding Society/American National Standards Institute: a. AWS/ANSI A5.8-2004, >Specification for Brazing and Braze Welding.= 1.3 SUBMITTALS A. Action Submittals 1. Shop Drawings: Show each individual equipment and piping support. B. Product Data 1. Manufacturer's catalog data for each item. a. Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. b. Include name, address, and phone number of each supplier. 2. Provide submittals in 3 ring binder, section and tabbed per specification sections. C. Informational Submittals: 1. Qualification Statements: Technician certificate for use of CFC and HCFC refrigerants. 1.4 QUALITY ASSURANCE A. Qualifications: 1. Installer: Refrigerant piping shall be installed by a refrigeration subcontractor licensed by State and by technicians certified in use of CFC and HCFC refrigerants. PART 2 -PRODUCTS 2.1 COMPONENTS A. Manufacturers 1. Manufacturer Contact List a. Airtec, Fall River, MA, www.noventcaps.com. b. Cush-A-Clamp by ZSI Manufacturing, Canton, MI www.cushaclamp.com. Refrigerant Piping - 1 - 23 2300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units c. Elkhart Products Corp, Elkhart, IN www.elkharatproducts.com. d. Emerson Climate Technologies, St Louis, MO www.emersonflowcontrols.com. e. Handy & Harman Products Division, Fairfield, CT www.handy-1.com. f. Harris Products Group, Cincinnati, OH www.harisproductsgroup.com. g. Henry Valve Co, Melrose Park, IL www.henrytech.com. h. Hilti Inc, Tulsa, OK www.hilti.com. I. Hydra-Zorb Co, Auburn Hills, MI www.hydra-zorb.com. j. Mueller Steam Specialty, St Pauls, NC www.muellersteam.com. k. Nibco Inc, Elkhart, IN www.nibco.com. I. Packless Industries, Waco, TX www.packless.com. m. Parker Corp, Cleveland, OH www.parker.com. n. Sporlan Valve Co, Washington, MO www.sporlan.com. o. Sherwood Valves, Washington, PA www.sherwoodvalve.com. p. Thomas& Betts, Memphis, TN www.superstrut.com. q. Unistrut Corp, Wayne, MI www.unistrut.com. r. Universal Metal Hose, Chicago, IL www.universalmetalhose.com. s. Vibration Mountings& Controls, Bloomingdale, NJ www.vmc-kdc.com. t. Virginia KMP Corp, Dallas, TX www.virginiakmp.com B. Materials 1. Refrigerant Piping: a. Meet requirements of ASTM B280, hard drawn straight lengths. Soft copper tubing not permitted. b. Do not use pre-charged refrigerant lines. 2. Refrigerant Fittings: a. Wrought Copper with long radius elbows. b. Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories: 1) Mueller Streamline. 2) Nibco Inc. 3) Elkhart. 3. Suction Line Traps: a. Manufactured standard one-piece traps. b. Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories: 1) Mueller Streamline. 2) Nibco Inc. 3) Elkhart. 4. Connection Material: a. Brazing Rods in accordance with ANSI /AWS A5.8: 1) Copper to Copper Connections: a) Classification BCuP-4 Copper Phosphorus (6 percent silver). b) Classification BCuP-5 Copper Phosphorus (15 percent silver). 2) Copper to Brass or Copper to Steel Connections: Classification Bag-5 Silver(45 percent silver). 3) Do not use rods containing Cadmium. b. Flux: 1) Type Two Acceptable Products: a) Stay-Silv White Brazing Flux by Harris Products Group. b) High quality silver solder flux by handy& Harmon. c) Equal as approved by Architect before use. See Section 01 6200. 5. Valves: a. Expansion Valves: 1) For pressure type distributors, externally equalized with stainless steel diaphragm, and same refrigerant in thermostatic elements as in system. 2) Size valves to provide full rated capacity of cooling coil served. Coordinate selection with evaporator coil and condensing unit. 3) Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories: a) Emerson Climate Technologies. b) Henry. c) Mueller. d) Parker. Refrigerant Piping -2 - 23 2300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units e) Sporlan. b. Manual Refrigerant Shut-Off Valves: 1) Ball valves designed for refrigeration service and full line size. 2) Valve shall have cap seals. 3) Valves with hand wheels are not acceptable. 4) Provide service valve on each liquid and suction line at compressor. 5) If service valves come as integral part of condensing unit, additional service valves shall not be required. 6) Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories: a) Henry. b) Mueller. c) Sherwood. d) Virginia. 6. Filter-Drier: a. On lines 3/4 inch outside diameter and larger, filter-drier shall be replaceable core type with Schraeder type valve. b. On lines smaller than 3/4 inch outside diameter, filter-drier shall be sealed type with brazed end connections. c. Size shall be full line size. d. Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories: 1) Emerson Climate Technologies. 2) Mueller. 3) Parker. 4) Sporlan. 5) Virginia. 7. Sight Glass: a. Combination moisture and liquid indicator with protection cap. b. Site glass shall be full line size. c. Site glass connections and sight glass body shall be solid copper or brass, no copper-coated steel sight glasses allowed. d. Category Four Approved Product. See Section 01 6200 for definitions of Categories: 1) HMI by Emerson Climate Technologies. 8. Flexible Connectors: a. Designed for refrigerant service with bronze seamless corrugated hose and bronze braiding. b. Category Four Approved Product. See Section 01 6200 for definitions of Categories: 1) Vibration Absorber Model VAF by Packless Industries. 2) Vibration Absorbers by Virginia KMP Corp. 3) Anaconda >Vibration Eliminators= by Universal Metal Hose. 4) Style >BF= Spring-flex freon connectors by Vibration Mountings. 9. Refrigerant Piping Supports: a. Base, Angles, And Uprights: Steel meeting requirements of ASTM A 36. b. Securing Channels: 1) At Free-Standing Pipe Support: a) Class One Quality Standard: P-1000 channels by Unistrut. b) Acceptable Manufacturers: Hilti, Thomas & Betts. c) Equal as approved by Architect before installation. See Section 01 6200. 2) At Wall Support: a) Class One Quality Standard: P-3300 channels by Unistrut. b) Acceptable Manufacturers: Hilti, Thomas & Betts. c) Equal as approved by Architect before installation. See Section 01 6200. 3) At Suspended Support a) Class One Quality Standard: P-1001 channels by Unistrut. b) Acceptable Manufacturers: Hilti, Thomas & Betts. c) Equal as approved by Architect before installation. See Section 01 6200. 4) Angle Fittings: a) Class One Quality Standard: P-2626 90 degree angle by Unistrut. b) Acceptable Manufacturers: Hilti, Thomas & Betts. c) Equal as approved by Architect before installation. See Section 01 6200. c. Pipe Clamps: 1) Type Two Acceptable Manufacturers: Refrigerant Piping - 3- 23 2300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units a) Hydra-Zorb. b) ZSI Cush-A-Clamp. c) Hilti Cush-A-Clamp. d) Equal as approved by Architect before installation. See Section 01 6200. d. Protective Cover: 18 ga steel, hot-dipped galvanized. e. Protective Cover raw edge protection -CRL Standard Double Up Quick Edge trim 1/16" material. Catalog No. 75000 317C. 10. Locking Refrigerant Cap: a. Provide and install on charging valves: 1) Class One 2) Class One Quality Standard: >No Vent= locking refrigerant cap. 3) Acceptable Manufacturers: Airtec. 4) Equal as approved by Architect before installation. See Section 01 6200. PART 3 - EXECUTION 3.1 INSTALLATION A. Refrigerant Lines: 1. Install as high in upper mechanical areas as possible. Do not install underground or in tunnels. 2. Slope suction lines down toward compressor one inch in 10 feet. Locate traps at vertical rises against flow in suction lines. B. Connections: 1. Refrigeration system connections shall be copper-to-copper, copper-to-brass, or copper-to-steel type properly cleaned and brazed with specified rods. Use flux only where necessary. No soft solder(tin, lead, antimony)connections will be allowed in system. 2. Braze manual refrigerant shut-off valve, sight glass, and flexible connections. 3. Circulate dry nitrogen through tubes being brazed to eliminate formation of copper oxide during brazing operation. C. Specialties: 1. Install valves and specialties in accessible locations. Install refrigeration distributors and suction outlet at same end of coil. 2. Install thermostatic bulb as close to cooling coil as possible. Do not install on vertical lines. 3. Install equalizing line in straight section of suction line, downstream of and reasonably close to thermostatic bulb. Do not install on vertical lines. 4. Provide flexible connectors in each liquid line and suction line at both condensing unit and evaporator on systems larger than five tons. Anchor pipe near each flexible connector. D. Refrigerant Supports: 1. Support Spacing: a. Piping 1-1/4 inch And Larger: 8 feet on center maximum. b. Piping 1-1/8 inch And Smaller: 6 feet on center maximum. c. Support each elbow. 2. Isolate pipe from supports and clamps with Hydrozorb or Cush-A-Clamp systems. 3. Run protective cover continuous from condensing unit to risers or penetrations at building wall. Protective cover joints to be standing seam, Ductmate, Ward or TDC, sealed water tight. Provide raw edge protection at condensing unit,wall and other exposed cover edges (not drip edge). 4. Paint welded galvanized surfaces with two coats of galvanized paint. 3.2 FIELD QUALITY CONTROL A. Field Tests 1. Make evacuation and leak tests in presence of Architect's Engineer after completing refrigeration piping systems. Positive pressure test will not suffice for procedure outlined below. a. Draw vacuum on each entire system with two stage vacuum pump. Draw vacuum to 300 microns using micron vacuum gauge capable of reading from atmosphere to 10 microns. Do not use cooling compressor to evacuate system nor operate it while system is under high Refrigerant Piping -4- 23 2300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units vacuum. b. Break vacuum with nitrogen and re-establish vacuum test. Vacuum shall hold for 30 minutes at 300 microns without vacuum pump running. c. Conduct tests at 70 deg F ambient temperature minimum. d. Do not run systems until above tests have been made and systems started up as specified. Inform Owner's Representative of status of systems at time of final inspection and schedule start-up and testing if prevented by outdoor conditions before this time. e. After testing, fully charge system with refrigerant and conduct test with Halide Leak Detector. f. Recover all refrigerant in accordance with applicable codes. Do not allow any refrigerant to escape to atmosphere. 2. If it is observed that refrigerant lines are being or have been brazed without proper circulation of nitrogen through lines, all refrigerant lines installed up to that point in time shall be removed and replaced at no additional cost to Owner. END OF SECTION Refrigerant Piping -5- 23 2300 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 2600 CONDENSATE DRAIN PIPING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install condensate drain piping as described in Contract Documents. B. Related Sections: 1. Section 23 0501: Common HVAC Requirements 1.2 REFERENCES A. Reference Standards 1. ASTM International: a. ASTM D1785-06 >Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.= PART 2 -PRODUCTS 2.1 SYSTEMS A. Materials 1. Condensate Drains: a. Schedule 40 PVC. PART 3 -EXECUTION 3.1 INSTALLATION A. Condensate Drains: 1. Support piping and protect from damage. END OF SECTION Condensate Drain Piping - 1 - 23 2600 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 3001 COMMON DUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General procedures and requirements for ductwork. 2. Repair leaks in ductwork, as identified by duct testing at no additional cost to Owner. B. Related Sections: 1. Section 07 9219: Quality of Acoustic Sealant. 2. Section 23 0501: Common HVAC Requirements. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conference: Schedule conference immediately before installation of ductwork. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Performance 1. Design Criteria: a. Standard ducts: Construction details not specifically called out in Contract Documents shall conform to applicable requirements of SMACNA HVAC Duct Construction Standards. B. Materials 1. Duct Hangers: a. One inch by galvanized steel straps or steel rods as shown on Drawings, and spaced not more than 96 inches apart. Do not use wire hangers. b. Attaching screws at trusses shall be 2 inch. No. 10 round head wood screws. Nails not allowed. PART 3 - EXECUTION 3.1 INSTALLATION A. During installation, protect open ends of ducts by covering with plastic sheet tied in place to prevent entrance of debris and dirt. B. Make necessary allowances and provisions in installation of sheet metal ducts for structural conditions of building. Revisions in layout and configuration may be allowed, with prior written approval of Architect. Maintain required airflows in suggesting revisions. C. Hangers And Supports: 1. Install pair of hangers as required by spacing indicated in table on Drawings. 2. Install upper ends of hanger securely to floor or roof construction above by method shown on Drawings. 3. Attach strap hangers to ducts with cadmium-plated screws. Use of pop rivets or other means will not be accepted. Common Duct Requirements - 1 - 23 3001 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 4. Secure vertical ducts passing through floors by extending bracing angles to rest firmly on floors without loose blocking or shimming. Support vertical ducts, which do not pass through floors, by using bands bolted to walls, columns, etc. Size, spacing, and method of attachment to vertical ducts shall be same as specified for hanger bands on horizontal ducts. 3.2 CLEANING A. Clean interior of duct systems before final completion. END OF SECTION Common Duct Requirements -2 - 23 3001 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 3114 LOW-PRESSURE METAL DUCTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install above-grade low-pressure steel ducts and related items as described in Contract Documents. B. Related Sections: 1. Section 23 3001: Common Duct Requirements. 1.2 REFERENCES A. Reference Standards 1. ASTM International: a. ASTM A 653-08, 'Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.' 2. SMACNA, >HVAC Duct Construction Standards, Metal, and Flexible, Third Edition=2005. 1.3 SUBMITTALS A. Action Submittals 1. Shop Drawings: Show each individual equipment and piping support. 2. Required for all products. 3. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier. b. Provide submittals in 3 ring binder, section and tabbed per specification sections. PART 2 -PRODUCTS 2.1 SYSTEM A. Materials 1. Sheet Metal: a. Fabricate ducts, plenum chambers and casings of zinc-coated, lock-forming quality steel sheets meeting requirements of ASTM A 653, with G 60 coating. 2. Duct Sealer For Interior Ducts: a. Category Four Approved Products -See Section 01 6200 for definitions of Categories. 1) DP 1010 by Design Polymerics, Fountain Valley, CA www.designpoly.com. 2) SAS by Duro Dyne, Bay Shore, NY or Duro Dyne Canada, Lachine, QB . 3) Iron Grip 601 by Hardcast Inc, Wylie, TX . 4) 15-325 by Miracle/ Kingco, Div ITW TACC, Rockland, MA . 5) Water Base Duct Sealer by Airseal LLC, Columbus, OH mcciillairseal.com. B. Fabrication 1. General: a. Straight and smooth on inside with joints neatly finished. 2. Standard Ducts: a. General Low-Pressure Metal Ducts -1 - 23 3114 539-1555-1201-0201 November 30, 2012 North Tigard AC Units 1) Ducts shall be large enough to accommodate inside acoustic duct liner. Dimensions shown on Drawings are net clear inside dimensions after duct liner has been installed. PART 3 -EXECUTION 3.1 INSTALLATION A. Interface With Other Work: Reseal transverse joint duct leaks and seal longitudinal duct joint leaks discovered during air test and balance procedures specified in Section 23 0593, at no additional cost to Owner. B. Install internal ends of slip joints in direction of flow. Seal transverse and longitudinal joints air tight using specified duct sealer. Cover horizontal and longitudinal joints on exterior ducts with two layers of specified tape installed with specified adhesive. C. Securely anchor ducts and plenums to building structure with specified duct hangers attached with screws. Do not hang more than one duct from a duct hanger. Brace and install ducts so they shall be free of vibration under all conditions of operation. D. Ducts shall not bear on top of structural members. E. Under no conditions will pipes, rods, or wires be allowed to penetrate ducts. END OF SECTION Low-Pressure Metal Ducts -2 - 23 3114 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 3300 AIR DUCT ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install duct accessories in specified ductwork as described in Contract Documents. B. Related Sections: 1. Section 23 3001: Common Duct Requirements. 1.2 REFERENCES A. Reference Standards: 1. ASTM International a. ASTM A 653-08, 'Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.' b. ASTM C 1071-05e1, 'Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal and Acoustical Material).' c. ASTM C 1338-08, 'Standard Test Method for Determining the Fungi Resistance of Insulation Materials and Facings.' 1.3 SUBMITTALS A. Action Submittals: 1. Required for all products. 2. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier. b. Provide submittals in 3 ring binder, section and tabbed per specification sections. PART 2 - PRODUCTS 2.1 ACCESSORY PRODUCTS A. Manufacturers 1. Manufacturer Contact List a. AGM Industries, Brockton, MA www.agmind.com. b. Cain Manufacturing Company Inc, Pelham, AL www.cainmfg.com. c. CertainTeed Corp, Valley Forge, PA www.certainteed.com. d. Ductmate Industries Inc, East Charleroi, PA www.ductmate.com. e. Duro Dyne, Bay Shore, NY www.durodyne.com. f. Dyn Air Inc. Lachine, QB www.dynair.ca g. Elgen Manufacturing Company, Inc. East Rutherford, NJ www.elgenmfg.com h. Gripnail Corp, East Providence, RI www.gripnail.com. i. Hardcast Inc, Wylie, TX www.hardcast.com. j. Johns-Manville, Denver, CO www.jm.com. k. Knauf Fiber Glass, Shelbyville, IN www.knauffiberglass.com. I. Manson Insulation Inc, Brossard, QB www.isolationmanson.com. m. Owens Corning, Toledo, OH www.owenscorninq.com. n. Ventfabrics Inc, Chicago, IL www.ventfabrics.com. Air Duct Accessories - 1 - 23 3300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units B. Materials 1. Acoustical Liner System: a. Duct Liner 1) One inch thick, 1-1/2 lb density fiberglass conforming to requirements of ASTM C1071. Liner will not support microbial growth when tested in accordance with ASTM C1338. 2) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) ToughGard by CertainTeed. b) Duct Liner E-M by Knauf Fiber Glass. c) Akousti-Liner by Manson Insulation. d) Quiet R by Owens Corning. e) Permacote Linacoustic HP by Johns-Manville. b. Adhesives 1) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Duro Dyne: WSA. b) Hardcast: Coil-TACK c. Fasteners 1) Adhesively secured fasteners not allowed. 2) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) AGM Industries Inc: 'DynaPoint' Series RP-9 pin. b) Cain. c) Duro Dyne. d) Gripnails may be used if each nail is installed by 'Grip nail Air Hammer' or by 'Automatic Fastener Equipment' in accordance with Manufacturer's recommendations. 2. Flexible Equipment Connections: a. Fire retardant, waterproof, air-tight, resistant to acids and grease, and withstand constant temperatures of 200 deg F. b. Category Four Approved Products - 1) Cain: N-100. 2) Duro Dyne: MFN. 3) Dyn Air: CPN with G-90 galvanized off-set seam. 4) Elgen: ZLN / SDN. 5) Ventfabrics: Ventglas. 6) Ductmate: ProFlex. PART 3 EXECUTION 3.1 INSTALLATION A. Duct Liner 1. Furnish and install acoustic lining in following types of rectangular ducts - a. Supply air. B. Flexible Connections - Install flexible inlet and outlet duct connections to each furnace. END OF SECTION Air Duct Accessories -2- 23 3300 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 4100 AIR FILTERS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install filters used in furnaces modified under this Contract. B. Related Sections: 1. Section 23 3001: Common Duct Requirements. 1.2 SUBMITTALS A. Action Submittals 1. Required for all products. 2. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier b. Provide submittals in 3 ring binder, section and tabbed per specification sections. PART 2 - PRODUCTS 2.1 FURNACE A. Filters: One inch thick, throw-away type. PART 3 -EXECUTION 3.1 INSTALLATION A. Provide ample access for filter removal. 3.2 FIELD QUALITY CONTROL A. Inspection: At date of Substantial Completion, air filters shall be new, clean, and approved by Owner's representative. END OF SECTION Air Filters - 1 - 23 4100 BLANK PAGE 539-1555-1201-0201 November 30, 2012 North Tigard AC Units SECTION 23 6213 AIR-COOLED REFRIGERANT CONDENSERS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install Condensing Units as described in contract documents. B. Related Sections: 1. Section 23 0501: Common HVAC Requirements. 2. Section 23 2300: Refrigerant Piping System. 1.2 SUBMITTALS A. Action Submittals 1. Required for all products. 2. Product Data a. Manufacturer's catalog data for each item. 1) Provide section in submittal for each type of item listed. Include Manufacturer's catalog data of each item and enough information to show compliance with Contract Document requirements. Literature shall show compliance criteria and be marked indicating each specific item with applicable data underlined. 2) Include name, address, and phone number of each supplier b. Provide submittals in 3 ring binder, section and tabbed per specification sections. B. Informational Submittals: 1. Tests and Evaluation Reports: a. Manufacturer Reports: Equipment check-out sheets. 2. Qualification Statements: a. Technician certificate for use of CFC, HFC, and HCFC refrigerants. 1.3 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. Each unit shall be UL/ ULC labeled. B. Qualifications: 1. Installer: Refrigerant piping shall be installed by refrigeration contractor licensed by State and by technicians certified in use of CFC and HCFC refrigerants. 1.4 WARRANTY A. Manufacturer=s Warranty: 1. Provide 10 year limited warranty on compressor and a 5 year limited warranty on parts from date of >start-up.= 2. Record >start-up= date on warranty certificate for each unit. PART 2 - PRODUCTS 2.1 ASSEMBLIES A. Manufacturer: 1. Manufacturer Contact List: a. Carrier Corporation: Carrier National: Steven L. Ament 317-240-2938. steve.l.ament @carrier.utc.com Carrier Utah: Matt Smith 801-224-1020 msmith @mtncom.net. Air-Cooled Refrigerant Condensers - 1 - 23 6213 539-1555-1201-0201 November 30, 2012 North Tigard AC Units B. Performance: 1. Capacities: a. SEER rating as defined by ARI shall be: 1) Units Less Than 6 Tons: 13.0 or greater C. Manufactured Units 1. Condensing Units: a. General: 1) Units shall be operable down to 0 degree F outdoor temperature. 2) Use R-410a refrigerant. 3) Only one liquid line, one suction line, and one power connection shall be made to each compressor. Provide charging valves. b. Condenser Coils: 1) Aluminum plate fins mechanically bonded to seamless copper tubes or >Spine Fin= trade mark system which has aluminum fins epoxy bonded to aluminum tubes or micro- channel. 2) Provide stamped louver coil guard for unit. c. Fans: 1) Direct driven propeller type. 2) Fan motor shall be single or two speed, thermostatically controlled, permanently lubricated, and designed with permanent protection. 3) Motors shall be resiliently mounted. 4) Each fan shall have a safety guard. d. Compressor: 1) Each condenser unit shall have only one compressor. 2) Design with following features: a) Externally mounted brass service valves with charging connections. b) Crankcase heater. c) Resilient rubber mounts. d) Compressor motor-overload protection. e) Single speed. e. Controls: 1) Factory wired and located in separate enclosure. 2) Following three paragraphs may not be factory installed and will therefore have to be field installed. 3) Safety devices: a) High and low pressure cutout. b) Condenser fan motor-overload devices. 4) Anti-cycle timers to prevent units from starting up again for five minutes after any power interruption. 5) Head pressure type low ambient kit. f. Casing: 1) Fully weatherproof for outdoor installation. Finish shall be weather resistant. g. Openings shall be provided for power and refrigerant connections. h. Panels shall be removable for servicing. i. Approved Products: 1) Standard a) Carrier: 24ABB3. 2.2 ACCESSORIES A. Vibration Isolators: 1. 4 inches square by 3/4 inch thick minimum neoprene type vibration isolation pads. PART 3 - EXECUTION 3.1 INSTALLATION (Existing Relocated and New) Air-Cooled Refrigerant Condensers -2 - 23 6213 539-1555-1201-0201 November 30, 2012 North Tigard AC Units A. Set condensing units level on concrete slab on vibration isolation pads located at each corner of unit. This does not apply to condensing units that have a composite non-metal bottom. B. Do not use capillary tube and piston type refrigerant metering devices. 3.2 FIELD QUALITY CONTROL (Existing Relocated and New) A. Manufacturer=s Field Service 1. Condensing units shall be started up, checked out, and adjusted by condensing unit installer. 2. Use equipment checkout sheet provided by Manufacturer: Complete and sign all items on sheet. END OF SECTION Air-Cooled Refrigerant Condensers -3- 23 6213 BLANK PAGE DIVISION 26: ELECTRICAL 260000 ELECTRICAL 26 0501 COMMON ELECTRICAL REQUIREMENTS 26 0519 LINE-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 0523 CONTROL-VOLTAGE ELECTRICAL CABLES 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 0613 ELECTRICAL EQUIPMENT MOUNTING HEIGHT SCHEDULE 262000 LOW(LINE)VOLTAGE DISTRIBUTIO 26 2726 WIRING DEVICES 26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS END OF TABLE OF CONTENTS Table of Contents - 1 - Document 26 0000 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0501 COMMON ELECTRICAL REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General electrical system requirements and procedures. 2. Make electrical connections to equipment provided under other Sections. 3. Furnish and install Penetration Firestop Systems at electrical system penetrations as described in Contract Documents. B. Related Requirements: 1. Section 07 8400: Quality of Penetration Firestop Systems to be used on Project and submittal requirements. 1.2 REFERENCES A. Reference Standards: 1. National Fire Protection Association/American National Standards Institute: a. NFPA 70-2011, National Electric Code (NEC). 2. National Electrical Manufacturing Association Standards (NEMA): a. NEMA 250-2008, 'Enclosure for Electrical Equipment (1000 Volts Maximum)'. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate with Owner for equipment and materials to be removed by Owner. B. Sequencing: 1. Include detailed sequence of individual electrical demolition operations on Construction Schedule specified in Section 01 3200. 1.4 SUBMITTALS A. Action Submittals: • 1. Product Data: a. Provide following information for each item of equipment: 1) Catalog Sheets. 2) Assembly details or dimension drawings. 3) Installation instructions. 4) Manufacturer's name and catalog number. 5) Name of local supplier. b. Furnish such information for following equipment: 1) Section 26 2816: Enclosed switches and circuit breakers. c. Do not purchase equipment before approval of product data. d. Indicate precise equipment to be used, including all options specified. Indicate wording and format of nameplates where applicable. Submit in three-ring binder with hard cover. B. Informational Submittals: 1. Test And Evaluation Reports: a. Report of site tests, before Substantial Completion. Common Electrical Requirements - 1 - 26 0501 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Operations and Maintenance Data: 1) Provide operating and maintenance instructions for each item of equipment submitted under Product Data. b. Record Documentation: 1) Manufacturers documentation: a) Manufacturer's literature. 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: 1. NEC and local ordinances and regulations shall govern unless more stringent requirements are specified. 2. Material and equipment provided shall meet standards of NEMA or UL and bear their label wherever standards have been established and label service is available. PART 2 -PRODUCTS 2.1 SYSTEMS A. Performance: 1. Design Criteria: a. Materials and equipment provided under following Sections shall be by same Manufacturer: 1) Section 26 2816: Enclosed Switches And Circuit Breakers. PART 3 -EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these with site dimensions and with other Sections. B. Evaluation And Assessment: 1. All relocations, reconnections, and removals are not necessarily indicated on Drawings. Include such work without additional cost to Owner. 3.2 PREPARATION A. Disconnect equipment that is to be removed or relocated. Carefully remove, disassemble, or dismantle as required, and store in approved location on site, existing items to be reused in completed work. B. Where affected by demolition or new construction, relocate, extend, or repair raceways, conductors, outlets, and apparatus to allow continued use of electrical system. Use methods and materials as specified for new construction. C. Perform drilling, cutting, block-offs, and demolition work required for removal of necessary portions of electrical system. Do not cut joists, beams, girders, trusses, or columns without prior written permission from Architect. Common Electrical Requirements -2- 26 0501 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units D. Remove concealed wiring abandoned due to demolition or new construction. Remove circuits, conduits, and conductors that are not to be re-used back to next active fixture, device, or junction box. E. Patch, repair, and finish surfaces affected by electrical demolition work, unless work is specifically specified to be performed under other Sections of the specifications. 3.3 INSTALLATION A. General: 1. Locations of electrical equipment shown on Drawings are approximate only. Field verify actual locations for proper installation. 2. Coordinate electrical equipment locations and conduit runs with those providing equipment to be served before installation or rough in. a. Notify Architect of conflicts before beginning work. b. Coordinate locations of power and lighting outlets in mechanical rooms and other areas with mechanical equipment, piping, ductwork, cabinets, etc, so they will be readily accessible and functional. 3. Work related to other trades which is required under this Division, such as cutting and patching, trenching, and backfilling, shall be performed according to standards specified in applicable Sections. B. Install Penetration Firestop System appropriate for penetration at electrical system penetrations through walls, ceilings, and top plates of walls. 3.4 FIELD QUALITY CONTROL A. Field Tests: 1. Test systems and demonstrate equipment as working and operating properly. Notify Architect before test. Rectify defects at no additional cost to Owner. 2. Measure current for each phase of each motor under actual final load operation, i.e. after air balance is completed for fan units, etc. Record this information along with full-load nameplate current rating and size of thermal overload unit installed for each motor. 3.5 CLEANING A. Remove obsolete raceways, conductors, apparatus, and lighting fixtures promptly from site and dispose of legally. 3.6 CLOSEOUT ACTIVITIES A. Training: 1. Provide competent instructor for one (1) day to train Owner's maintenance personnel in operation and maintenance of electrical equipment and systems. Factory representatives shall assist this instruction as necessary. Schedule instruction period at time of final inspection. END OF SECTION Common Electrical Requirements - 3 - 26 0501 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0519 LINE-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of conductors used on Project except as excluded below. B. Related Requirements: 1. Section 23 0933: Conductors and cables for temperature control system. 2. Section 26 0501: Common Electrical Requirements. 1.2 REFERENCES A. Definitions: 1. Line Voltage: Over 70 Volts. PART 2 -PRODUCTS 2.1 SYSTEMS A. Line Voltage Conductors: 1. Copper with AWG sizes as shown: a. Minimum size shall be No. 12 except where specified otherwise. b. Conductor size No. 8 and larger shall be stranded. 2. Insulation: a. Standard Conductor Size No. 10 And Smaller: 600V type THWN or XHHW (75 deg C). b. Standard Conductor Size No. 8 And Larger: 600V Type THW,THWN, or XHHW (75 deg C). c. Higher temperature insulation as required by NEC or local codes. 3. Colors: a. 208Y/ 120 V System: 1) Black: Phase A. 2) Red: Phase B. 3) Blue: Phase C. 4) Green: Ground. 5) White: Neutral. b. Conductors size No. 10 and smaller shall be colored full length. Tagging or other methods for coding of conductors size No. 10 and smaller not allowed. c. For feeder conductors larger than No. 10 at pull boxes, gutters, and panels, use painted or taped band or color tag color-coded as specified above. B. Line Voltage Cables: 1. Metal Clad Cable (MC) may be used as restricted below: a. Copper conductors b. Sizes#12 through#8 c. Use only in indoor dry locations where: 1) Not subject to damage. 2) Not in contact with earth. 3) Not in concrete. C. Standard Connectors: Line-Voltage Conductors And Cables - 1 - 26 0519 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1. Conductors No. 8 And Smaller: Steel spring wire connectors. 2. Conductors Larger Than No. 8: Pressure type terminal lugs. 3. Connections Outside Building: Watertight steel spring wire connections with waterproof, non- hardening sealant. D. Terminal blocks for tapping conductors: 1. Terminals shall be suitable for use with 75 deg C copper conductors. 2. Acceptable Products: a. 16323 by Cooper Bussmann, Ellisville, MO www.bussmann.com b. LBA363106 by Square D Co, Palatine, IL www.us.squared.com. c. Equal as approved by Architect before bidding. See Section 01 6200. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Conductors and cables shall be continuous from outlet to outlet. 2. Do not use direct burial cable. B. Line Voltage Conductors: 1. Install conductors in raceway where indicated on Drawings. Run conductors of different voltage systems in separate conduits. 2. Route circuits at own discretion, however, circuiting shall be as shown in Panel Schedules. Group circuit homeruns to panels as shown on Drawings. 3. Neutrals: a. On three-phase, 4-wire systems, do not use common neutral for more than three circuits. b. Run separate neutrals for each circuit where specifically noted on Drawings. c. Where common neutral is run for two or three home run circuits, connect phase conductors to breakers in panel which are attached to separate phase legs so neutral conductors will carry only unbalanced current. Neutral conductors shall be of same size as phase conductors unless specifically noted otherwise. 4. Pulling Conductors: a. Do not pull conductors into conduit until raceway system is complete and cabinets and outlet boxes are free of foreign matter and moisture. b. Do not use heavy mechanical means for pulling conductors. c. Use only listed wire pulling lubricants. C. Line Voltage Cables: 1. Route circuits at own discretion, however, circuiting and numbering shall be as shown in Panel Schedules. 2. Support cables using approved staples,cable ties, straps, hangers, or similar fittings, spaced as required. 3. Where installing in framing, do not bore holes in joists or beams outside center 1/3 of member depth or within 24 inches (600 mm' of bearing points. Do not bore holes in vertical framing members outside center 1/3 of member width. Holes shall be one inch diameter maximum. 4. Conceal cables within ceilings and walls of finished areas. Cables may be exposed in unfinished areas but not run on floors of mechanical equipment spaces or in such a way that they obstruct access to, operation of, or servicing of equipment. 5. Install exposed cables parallel to or at right angles to building structure lines. 6. Keep cables 6 inches (150 mny minimum from hot water pipes. 7. Prohibited procedures: a. Boring holes for installation of cables in vertical truss members. b. Notching of structural members for installation of cables. END OF SECTION Line-Voltage Conductors And Cables - 2 - 26 0519 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0523 CONTROL-VOLTAGE ELECTRICAL CABLES PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install control-voltage electrical cables as described in Contract Documents. B. Related Requirements: 1. Section 23 0933: Cables for Temperature Control System. 2. Section 26 0501: Common Electrical Requirements. 1.2 REFERENCES A. Definitions: 1. Control Voltage: 70 Volts and under. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories. a. Alpha Wire Co, Elizabeth, NJ www.alphawire.com. b. Belden Wire & Cable Co, Richmond, IN www.belden.com. c. Liberty Wire & Cable, Colorado Springs, CO www.libertycable.com. d. West Penn Wire Corp, Washington, PA www.westpenn-cdt.com. B. Components: PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Cables shall be continuous and without splices from source to outlet. 2. Install cables in raceway. Run cables of different systems in separate conduits. 3. Pulling cables into conduit: a. Do not pull cables until raceway system is complete and cabinets and outlet boxes are free of foreign matter and moisture. b. Do not use heavy mechanical means for pulling cables. c. Use only listed wire pulling lubricants. 4. Prohibited procedures: a. Boring holes for installation of cables in vertical truss members. b. Notching of structural members for installation of cables. END OF SECTION Control-Voltage Electrical Cables - 1 - 26 0523 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install grounding for electrical installation as described in Contract Documents except as excluded below. B. Related Requirements: 1. Section 26 0501: Common Electrical Requirements. 1.2 QUALITY ASSURANCE A. Regulatory Agency Sustainability Approvals: Requirements of Section 27 1501 applies, but is not limited to following: 1. Cable assemblies shall be UL/CE Listed and CSA Certified. Cables shall be a distinctive green or green/yellow in color, and all jackets shall be UL, VW-1 flame rated. PART 2 -PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Type One Acceptable Products: a. 'Cadweld'by Erico International, Solon, OH www.erico.com. b. 'ThermOweld' by Continental Industries, Tulsa, NE www.conind.com. c. Equal as approved by Architect before bidding. See Section 01 6200. B. Performance: 1. Design Criteria: a. Size materials as shown on Drawings and in accordance with applicable codes. C. Materials: 1. Grounding And Bonding Jumper Conductors: Bare copper or with green insulation. 2. Make grounding conductor connections to ground rods and water pipes using approved bolted clamps listed for such use. PART 3 -EXECUTION 3.1 INSTALLATION A. Grounding conductors and bonding jumper conductors shall be continuous from terminal to terminal without splice. Provide grounding for following. 1. Conduits and other conductor enclosures. 2. Non-current-carrying metal parts of fixed equipment such as motors, starter and controller cabinets, instrument cases, and lighting fixtures. Grounding And Bonding For Electrical Systems - 1 - 26 0526 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units B. Pull grounding conductors in non-metallic raceways, in flexible steel conduit exceeding 72 inches (1 800 mm) in length, and in flexible conduit connecting to mechanical equipment. C. Provide grounding bushings on all feeder conduit entrances into panelboards and equipment enclosures. D. Bond conduit grounding bushings to enclosures with minimum#10 AWG conductor. E. Connect equipment grounds to building system ground. 1. Use same size equipment grounding conductors as Phased conductors up through#10 AWG. 2. Use NEC Table 250-95 for others unless noted otherwise in Drawings. F. Run separate insulated grounding cable from each equipment cabinet to electrical panel. Do not use intermediate connections or splices. Affix directly to cabinet. G. On motors, connect ground conductors to conduit with approved grounding bushing and to metal frame with bolted solderless lug. H. Ground cabinet of transformers to conduit and ground wires, if installed. Bond transformer secondary neutral conductor to cabinet. END OF SECTION Grounding And Bonding For Electrical Systems -2- 26 0526 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of material and installation procedures for raceway, boxes, and fittings used on Project but furnished under other Divisions. 2. Furnish and install raceway, conduit, and boxes used on Project not specified to be installed under other Divisions. B. Related Requirements: 1. Section 26 0501: General Electrical Requirements. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturers: 1. Manufacturer Contact List: a. Cooper B-Line, Highland, IL www.b-line.com. b. Hubbell Incorporated, Milford, CT www.hubbell-wiring.com or Hubbell Canada Inc, Pickering, ON (905) 839-4332. c. Square D, Palatine, IL www.squared.com. d. Thomas & Betts, Memphis,TN www.tnb.com or Thomas & Betts Ltd, Iberville, PQ (450) 347- 5318. e. Walker Systems Inc, Williamstown, WV (800)240-2601 or Walker Systems Inc/Wiremold Canada Inc, Fergus, ON (519)843-4332. f. Wiremold Co,West Hartford, CT www.wiremold.com. B. Materials: 1. Raceway And Conduit: a. Sizes: 1) 3/4 inch (19 mm) for exterior use, unless indicated otherwise. 2) 1/2 inch (13 mm) for interior use, unless indicated otherwise. b. Types: Usage of each type is restricted as specified below by product. 1) Galvanized rigid steel or galvanized intermediate metal conduit(IMC) is allowed for use in all areas. Where in contact with earth or concrete, wrap buried galvanized rigid steel and galvanized IMC conduit and fittings completely with vinyl tape. 2) Galvanized Electrical Metallic Tubing (EMT) and Flexible Steel Conduit: a) Allowed for use only in indoor dry locations where it is: (1) Not subject to damage. (2) Not in contact with earth. (3) Not in concrete. b) For metal conduit systems, flexible steel conduit is required for final connections to indoor mechanical equipment. 3) Schedule 40 Polyvinyl Chloride (PVC) Conduit: a) Allowed for use only underground or below concrete with galvanized rigid steel or IMC elbows and risers. 4) Listed, Liquid-Tight Flexible Metal Conduit: a) Use in outdoor final connections to mechanical equipment, length not to exceed 36 inches (900 mm). Raceway And Boxes For Electrical Systems - 1 - 26 0533 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 5) Pre-wired 3/8 Inch (9.5 mm) Flexible Fixture Whips: Allowed only for connection to recessed lighting fixtures, lengths not to exceed 72 inches (1 800 mm). c. Prohibited Raceway Materials: 1) Aluminum conduit. 2) Armored cable type AC (BX)cable. 2. Raceway And Conduit Fittings: a. Rigid Steel Conduit And IMC: Threaded and designed for conduit use. b. EMT: 1) Compression type. 2) Steel set screw housing type. c. PVC Conduit: 1) PVC type. Use PVC adapters at all boxes. 2) PVC components, (conduit, fittings, cement) shall be from same Manufacturer. d. Flexible Steel Conduit: Screw-in type. e. Liquid-tight Flexible Metal Conduit: Sealtite type. f. Expansion fittings shall be equal to OZ Type AX sized to raceway and including bonding jumper. g. Prohibited Fitting Materials: 1) Crimp-on, tap-on, indenter type fittings. 2) Cast set-screw fittings for EMT. 3) Spray(aerosol) PVC cement. 3. Outlet Boxes: a. Galvanized steel of proper size and shape are acceptable for all systems. Where metal boxes are used, provide following: 1) Provide metal supports and other accessories for installation of each box. 2) Equip ceiling and bracket fixture boxes with fixture studs where required. 3) Equip outlets in plastered, paneled, and furred finishes with plaster rings and extensions to bring box flush with finish surface. b. Non-metallic boxes may be used only for control voltage wiring systems. c. HVAC Instrumentation And Control: 1) Junction boxes in mechanical equipment areas shall be 4 inches (100 mm) square. 2) Boxes for remote temperature sensor devices shall be recessed single device. 3) Boxes for thermostats shall be 4 inches(100 mm)square with raised single device cover. PART 3 -EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Confirm dimensions, ratings, and specifications of materials to be installed and coordinate these with site dimensions and with other Sections. 3.2 INSTALLATION A. Interface With Other Work: 1. Coordinate with Divisions 22 and 23 for installation of raceway for control of plumbing and HVAC equipment. 2. Before rough-in, verify locations of boxes with work of other trades to insure that they are properly located for purpose intended. 3. Install pull wires in raceways installed under this Section where conductors or cables are to be installed under other Divisions. B. Conduit And Raceway: 1. Conceal raceways within ceilings, walls, and floors, except at Contractor's option, conduit may be exposed on walls or ceilings of mechanical equipment areas and above acoustical panel Raceway And Boxes For Electrical Systems -2 - 26 0533 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units suspension ceiling systems. Install exposed raceway runs parallel to or at right angles to building structure lines. 2. Keep raceway runs 6 inches (150 mm) minimum from hot water pipes. 3. Make no more than four quarter bends, 360 degrees total, in any conduit run between outlet and outlet, fitting and fitting, or outlet and fitting. a. Make bends and offsets so conduit is not injured and internal diameter of conduit is not effectively reduced. b. Radius of curve shall be at least minimum indicated by NEC. 4. Cut conduit smooth and square with run and ream to remove rough edges. Cap raceway ends during construction. Clean or replace raceway in which water or foreign matter have accumulated. 5. Bend PVC conduit by hot box bender and, for PVC 2 inches (50 mm) in diameter and larger, expanding plugs. Apply PVC adhesive only by brush. 6. Installation In Framing: a. Do not bore holes in joists or beams outside center 1/3 of member depth or within 24 inches (600 mm)of bearing points. Do not bore holes in vertical framing members outside center 1/3 of member width. b. Holes shall be one inch (25 mm) diameter maximum. 7. Underground Raceway And Conduit: a. Bury underground raceway installed outside building 24 inches (600 mm) deep minimum. 8. Conduit And Raceway Support: a. Securely support raceway with approved straps, clamps, or hangers, spaced as required. b. Do not support from mechanical ducts or duct supports without Architect's written approval. Securely mount raceway supports, boxes, and cabinets in an approved manner by: 1) Expansion shields in concrete or solid masonry. 2) Toggle bolts on hollow masonry units. 3) Wood screws on wood. 4) Metal screws on metal. 9. Prohibited Procedures: a. Use of wooden plugs inserted in concrete or masonry units for mounting raceway, supports, boxes, cabinets, or other equipment. b. Installation of raceway that has been crushed or deformed. c. Use of torches for bending PVC. d. Spray applied PVC cement. e. Boring holes in truss members. f. Notching of structural members. g. Supporting raceway from ceiling system support wires. h. Nail drive straps. staples, or tie wire for supporting raceway. C. Boxes: 1. Boxes shall be accessible and installed with approved cover. 2. Do not locate device boxes that are on opposite sides of framed walls in the same stud space. In other wall construction, do not install boxes back to back. 3. Locate boxes so pipes, ducts, or other items do not obstruct outlets. 4. Install outlets flush with finished surface and level and plumb. 5. At time of substantial completion, install blank plates on uncovered outlet boxes that are for future use. END OF SECTION Raceway And Boxes For Electrical Systems -3 - 26 0533 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 0613 ELECTRICAL EQUIPMENT MOUNTING HEIGHT SCHEDULE PART 1 -GENERAL: Not Used PART 2 -PRODUCTS: Not Used PART 3 - EXECUTION 3.1 INSTALLATION A. Unless otherwise indicated, mount center of outlets or boxes at following heights above finish floor. Refer special conditions to Architect before rough-in and locate outlet under his direction. B. Mounting Heights: a. Temperature Control Junction Boxes: As indicated on Drawings. b. Thermostats: As indicated on Drawings. c. Remote Temperature Sensors: 1) Wall-Mounted 50 inches (1 270 mm)to top. d. Other Motor Disconnects: 60 inches (1 525 mm). e. Motor Controls: 60 inches (1 525 mm). 2. Electrical: a. Receptacles: 18 inches (450 mm). END OF SECTION Electrical Equipment Mounting Height Schedule - 1 - 26 0613 BLANK PAGE 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 2726 WIRING DEVICES PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wiring devices complete with plates as described in Contract Documents. B. Related Requirements: 1. Section 26 0501: Common Electrical Requirements. PART 2 - PRODUCTS 2.1 COMPONENTS A. Manufacturers: 1. Manufacturer Contact List: a. Cooper Wiring Devices, Peachtree City, GA www.cooperwiringdevices.com. b. General Electric Industrial Systems, Charlotte, NC www.geindustrial.com. c. Hubbell Building Automation, Austin, TX www.hubbell-automation.com. d. Hubbell Inc, Milford, CT www.hubbell-wiring.com or Hubbell Canada Inc, Pickering, ON (800) 263-4622 or (905)839-4332. e. Hunt Control Systems Inc, Fort Collins, CO www.huntdimming.com. f. Intermatic Inc, Spring Grove, IL www.intermatic.com. g. Leviton Manufacturing Co, Little Neck, NY www.leviton.com or Leviton Manufacturing of Canada Ltd, Pointe-Claire, QB (800) 461-2002 or(514)954-1840. h. Lightolier Controls, Dallas, TX www.lolcontrols.com or Lightolier CFI, Lachine, QB (800) 565-5486 or(514) 636-0670. i. Lutron Electronics Co Inc, Coopersburg, PA www.lutron.com. j. Novitas Inc, Peachtree City, GA www.novitas.com. k. Ortronics, New London, CT www.ortronics.com. I. Paragon Electric Co Inc, Carol Stream, IL www.icca.invensys.com/paragon or Paragon Electric, Mississauga, ON (800) 951-5526 or(905) 890-5956. m. Pass & Seymour, Syracuse, NY www.passandseymour.com or Pass & Seymour Canada Inc, Concord, ON (905) 738-9195. n. Red Dot div of Thomas & Betts, Memphis, TN www.tnbcom. o. Siemon Company, Watertown, CT www.siemon.com. p. Square D Co, Palatine, IL www.squared.com. q. Suttle, Hector, MN www.suttleonline.com. r. Tork Inc, Mount Vernon, NY www.tork.com. s. Watt Stopper Inc, Santa Clara, CA www.wattstopper.com. 2. Product Options: a. Faces shall be nylon where available. b. Devices of single type shall be from same Manufacturer. c. Devices are listed as white. Use white devices on light colored walls and brown on dark walls. B. Receptacles: 1. Standard Style: a. 15 AMP, specification grade, back and side wired, self grounding. b. Verified by UL to meet Fed Spec WC-596F. c. Category Four Approved Products. See Section 01 6200 for definitions of Categories: Wiring Devices - 1 - 26 2726 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units 1) Cooper: 5252V. 2) Hubbell: HBL5252I. 3) Leviton: 5252-I. 4) Pass &Seymour: 5252-I. 2. Ground Fault Circuit Interrupter(GFCI): a. 15 AMP, specification grade. b. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Cooper: GF15W. 2) Hubbell: GF5252WA. 3) Leviton: 8599-W. 4) Pass &Seymour: 1594-W. C. Plates: 1. Standard Cover Plates: a. Office/Occupied Areas: 1) Nylon or high impact resistant thermoplastic. 2) Color shall match wiring device. b. All Other: Steel. c. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Cooper. 2) Hubbell. 3) Leviton. 4) Pass&Seymour. 2. Weatherproof In-Use Receptacle Covers: a. NEMA 3R rated. b. Cast aluminum. c. Compatible with GFCI receptacles. d. Complete with weather resistant gaskets and stainless steel screws. e. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Hubbell: WP26MH, horizontal; WP26M, vertical. 2) Intermatic: WP1010HMC, horizontal; WP1010MC, vertical. 3) Red Dot: CKMG, horizontal; CKMGV, vertical. • PART 3 -EXECUTION 3.1 INSTALLATION A. Install devices flush with walls, straight, and solid to box. END OF SECTION Wiring Devices -2 - 26 2726 539-1555-1201-0201 November 30th, 2012 North Tigard AC Units SECTION 26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install disconnects as described in Contract Documents, except those provided integral with equipment. B. Related Requirements: 1. Section 26 0501: Common Electrical Requirements. PART 2 -PRODUCTS 2.1 ASSEMBLIES A. Manufacturers: 1. Category Four Approved Manufacturers. See Section 01 6200 for definitions of Categories. a. Disconnects: Same as Manufacturer of Project's main panelboard. b. Fuses. 1) Cooper Bussmann, Ellisville, IL www.cooperbussmann.com. 2) Edison Fuse, Ellisville, IL (314) 391-3443. 3) Ferraz Shawmut, Newburyport, MA www.ferrazshawmut.com. 4) Littelfuse Inc, Des Plaines, IL www.littelfuse.com. B. Disconnects: 1. Heavy-duty quick-make, quick-break type, non-fused unless indicated otherwise. 2. Provide interlock to prevent opening of door when switch is in ON position. 3. Provide means to lock switch in OFF position with padlock. 4. Disconnects for motor circuits shall be horsepower rated. 5. Disconnects For Furnace Units And Unit Heaters: Provide manual starter with thermal overload relay. Provide overload relay to match motor full load amps. 6. Enclosures: a. Interior: NEMA/CEMA Type 1. b. Exterior: NEMA/CEMA Type 3R. 7. Fuses: a. Fuse fused disconnects with dual-element time delay fuses and equip with rejection type fuse holders. b. Fuses on Project shall be from single manufacturer. PART 3 -EXECUTION 3.1 INSTALLATION A. Label disconnects to indicate equipment served, such as Condensing Unit CU-1. Use 1/16 inch (1.6 mm)thick laminated plastic composition material with contrasting color core. Engraved letters shall be 1/4 inch (6 mm) high. Attach labels with screws. END OF SECTION Enclosed Switches And Circuit Breakers - 1 - 26 2816 BLANK PAGE