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HomeMy WebLinkAboutPROJECT MANUAL - 06-00024 - Rexburg LDS Temple - New BuildingRexburgIdaho Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS NON -PATRON WAITING DOOR PROJECT MANUAL Architect Project Number: 09044 ECIE W1 0 I,! AY 1 4 7009 CITY OF RFXRURG Architect: A R C H I T E C T U R A L. nexus Architectural Nexus 595 S. Riverwoods Parkway Suite 250 Logan, UT 84321 435.753.2141 435.752.4160 Bob Petroff e-mail: boetroff(oarchnexus.com rl LICENSED ARCHITECT AR-98M APRIL 2009`WI FINA imi TABLE of CONTENTS k" too No t" no do wid kEw COVER TABLE OF CONTENTS BIDDING REQUIREMENTS INVITATION TO BID INSTRUCTIONS TO BIDDERS CONTRACT INFORMATION CONTRACTOR BID PROPOSAL — MAINTENANCE PROJECT AGREEMENT DIVISION 01: GENERAL REQUIREMENTS 01 100 SUMMARY 01 300 ADMINISTRATIVE REQUIREMENTS 01 400 QUALITY REQUIREMENTS 01 500 TEMPORARY FACILITIES AND CONTROLS 01 600 PRODUCT REQUIREMENTS 01 700 EXECUTION REQUIREMENTS DIVISION 06: WOOD, PLASTICS, AND COMPOSITES 06100 ROUGH CARPENTRY 06 090 WOOD AND PLASTIC FASTENINGS 06 110 WOOD FRAMING 06200 FINISH CARPENTRY 06 201 GENERAL FINISH CARPENTRY REQUIREMENTS 06 202 FINISH HARDWARE INSTALLATION 06400 ARCHITECTURAL WOODWORK 06 401 GENERAL ARCHITECTURAL WOODWORK REQ 06 451 STANDING AND RUNNING TRIM / PREMIUM 06 456 CUSTOM FLUSH WOOD DOORS / APPLIED WOOD MOLDINGS 06 461 NON -RATED WOOD DOOR FRAMES DIVISION 07: THERMAL AND MOISTURE PROTECTION 07900 JOINT PROTECTION 07 921 JOINT SEALANTS Rexburg Idaho Temple 1 Document 00 0110 Non -Patron Waiting Door, Rexburg, ID April 2009 Table of Contents DIVISION 08: OPENINGS 08700 HARDWARE 08 701 GENERAL HARDWARE REQUIREMENTS 08 711 HANGING DEVICES 08 713 OPERATING TRIM 08 715 CLOSING DEVICES 08 718 ACCESSORIES 08 800 GLAZING 08 810 GLASS DIVISION 09: FINISHES 09300 TILING 09 382 STONE TILES 09 750 DECORATIVE STONE 09900 PAINTS AND COATINGS 09 936 INTERIOR CLEAR FINISHED HARDWOOD DIVISION 12: FURNISHINGS 12100 WINDOW TREATMENTS 12170 ART GLASS END OF TABLE OF CONTENTS Rexburg Idaho Temple 2 Document 00 0110 Non -Patron Waiting Door, Rexburg, ID April 2009 Table of Contents hod ww BIDDING REQUIREMENTS, No tow ww t" i" im tow ww i" ww ww dd i" ow No SAMPLE FORMS, ETC. FOR MAINTENANCE PROJECT (U.S.) TSS-LEG-0100-US Rev. A Imm BLANK PAGE TSS-LEG-0100-US Rev. A m INVITATION TO BID (U.S.) WW 1. PROJECT: Wd Rexburg Idaho Temple Non -Patron Wating Door 2. LOCATION: am 750 South 200 East Rexburg, ID 83440 ON 3. OWNER: Corporation of the President of WW The Church of Jesus Christ of Latter-day Saints ("COP") 50 East North Temple Street Salt Lake City, Utah 84150 we Owners Representative: Mike Ingram Rexburg Temple Engineer 750 South 200 East Rexburg, ID 83440 T. 208-360-5334 e-mail: rexbu-eng(a),Idschurch.org 4. CONSULTANT: Architectural Nexus 595 South Riverwoods Parkway, Suite 250 Logan, Utah 84321 p. 435.753.2141 f. 435.752.4160 Architect: Bob Petroff b petroff(a),arch nexus. com Project Manager: Brent Davies bsdavies(a).archnexus.com 5. CONTRACTOR: Jacobsen Construction Company, Inc. 3131 West 2210 South PO Box 27608 Salt Lake City, UT 84127-0608 T 801-973-0500 F 801-973-7496 Project Manager: Kirk Dickamore kdickamore@jacobsenconstruction.com 6. DESCRIPTION OF PROJECT: A. Decorative door and sidelights (art glass) at non -patron waiting entrance. s+ 1 r 7. TYPE OF BID: Bids will be on a lump -sum basis. Segregated bids will not be accepted. 8. TIME OF COMPLETION: The time limit for actual construction on site to be Fifteen (15) calendar days starting August 3, 2009 and ending August 17, 2009. I a. Overall duration of project will start from Notice to Proceed (issued no later than May 12, V 2009) with Final Completion no later than August 17, 2009. 9. BID OPENING: Bids for sub -contractors will be receive at time and place determined by Jacobsen Construction Company, Inc. Project Manager.. at the office of the Architect, Architectural Nexus, 595 South Riverwoods Parkway (80 East), Suite 250, Logan, Utah 84321. Bids will be publicly opened at time and place noted. 10. BIDDING DOCUMENTS: A. Bidding Documents will be provided to invited bidders by Jacobsen Construction Company, Inc.. 60 11. BIDDER'S QUALIFICATIONS: Bidding by the Contractors will be by invitation only. r 12. COP'S RIGHT TO REJECT BIDS: COP reserves the right to reject any or all bids and to waive any irregularity therein. END OF DOCUMENT r wr i r r.+ 2 4 V ON am INSTRUCTIONS TO BIDDERS(us) 1. DOCUMENTS: A. Bidding Documents include Bidding Requirements and proposed Contract Documents. No Proposed Contract Documents consist of: 1. Contractor's Bid Proposal and Maintenance Project Agreement 2. Other documents included by reference tw 3. Addenda. B. Bidding Requirements are those documents identified as such in proposed Project Manual. �+ C. Addenda are written or graphic documents issued prior to execution of the Contract which modify or interpret the Bidding Documents. They become part of the Contract Documents as noted in the Contractor's Bid Proposal and Maintenance Project Agreement upon execution of the Agreement by COP. 2. BIDDER'S REPRESENTATIONS: A. By submitting a bid proposal, bidder represents that 1. Bidder has carefully studied and compared 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 contract work, and has correlated its personal observations with requirements of proposed Contract Documents, and 3. Bid is based on materials, equipment, and systems required by Bidding Documents without exception. 3. BIDDING DOCUMENTS: A. Copies wo 1. Bidding Documents will be provided as set forth in the Invitation to Bid. 2. Partial sets of Bidding Documents will not be issued. 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. Equal products may be approved upon compliance with Contract Document requirements. 2. Base bid only on materials, equipment, systems, suppliers or performance qualities specified in the Bidding documents. 3. Where a specified product is identified as a "quality standard", products of other manufacturers that meet the performance, properties, and characteristics of the specified "quality standard" may be used without specific approval as a substitute. 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. TSS-LEG-100-US Rev. A WW bw j �1 4. BIDDING PROCEDURES: A. Form and Style Of Bids 1. Use COP's Bid Form titled "Contractor's Bid Proposal And Maintenance Project Agreement". 2. Bid will be complete and executed by authorized representative of Bidder. 3. Do not delete from or add to the information requested on bid form. v B. Submission of Bids 1. Submit bid in sealed opaque envelope containing only bid form. 2. It is bidder's sole responsibility to see that its bid is received at or before the specified time. Bids received after specified bid opening time may be returned to bidders unopened. 3. No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications, or cancellations will be considered. C. Modification or Withdrawal Of Bid 1. Bidder guarantees there will be no revisions or withdrawal of bid amount for 45 days after bid opening. it 2. Prior to bid opening, bidders may withdraw bid by written request or by reclaiming bid 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: i A. Opening Of Bids - See Invitation To Bid. B. Acceptance of Bid 1. No bidder will consider itself under contract after opening and reading of bids until COP accepts Contractor's Bid Proposal by executing same. 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. FORM OF AGREEMENT BETWEEN COP AND CONTRACTOR: r. A. Agreement form will be "Contractor's Bid Proposal and Maintenance Project Agreement' provided by COP. 7. MISCELLANEOUS: A. Examination Schedule for Existing Building and Site, by appointment only. Mike Ingram, y Rexburg Temple Engineer, 208-360-5334. B. Bid Description: This project will be a Base Bid. END OF DOCUMENT TSS-LEG-100-US Rev. A id Y90 told WW am CONTRACTOR BID PROPOSAL AND MAINTENANCE PROJECT AGREEMENT (U.S. TEMPLES) Corporation of the President of The Church of Jesus Christ of Latter-day Saints ("COP") and the undersigned Contractor ("Contractor") hereby agree as follows: 1. Prolect Site. 6. Property Number: Address: 750 South 200 East, Rexburg. ID 83440 Project Type: Temple Upgrades Project Name: Rexburg Idaho Temple Non -Patron Waiting Door. d.► 2. Scope of the Work. Contractor will furnish all labor, materials, and equipment necessary to complete the Work in accordance with the Contract Documents. The Work is all labor, materials, equipment, construction, and services required by the Contract Documents. and 3. Contract Documents. Contract Documents consist of: a. This Agreement; 7• b. The Specifications (Division 01 and Divisions 06, 07, 08. Mai 09.12) c. Drawings entitled G001 Cover Sheet, A101 Partial Main Floor Plan, A251 Interior Elevation, A601 Door Type, A602 Door Detail, A603 Door Detail. A604 Door Detail, A605 Door Detail and dated April 2009. wm d. Addendum No. cm too m111 mm tow mid and MW dated - ; and e. All written Field Changes, written Construction Change Directives and written Change Orders when prepared and signed by COP and Contractor. 8. 4. Compensation. COP will pay Contractor for performance of Contractor's obligations under the Contract Documents the sum of Dollars ($) . This is the Contractor's Bid Proposal Amount. 5. Payment. a. If the Contractor's Bid Proposal Amount is over $50,000, Contractor will submit to COP a schedule of values which allocates the Contractor's Bid Proposal Amount to various portions of the Work. This schedule, when accepted by COP will be used as a basis for reviewing Contractor's payment requests. b. Not more than once each month, Contractor will submit a payment request to COP. COP will pay Contractor for work completed within thirty (30) days after COP receives: (1) Contractor's payment request for work to date; (2) a certification by Contractor that Contractor has paid for all labor, materials, and equipment relating to the Work covered by prior payment requests and that Contractor will pay for all labor, materials, and equipment relating to the Work covered by the current payment request; and (3) releases of all mechanics' liens and claims of subcontractors, laborers, or material suppliers who supplied labor and/or materials for the Work covered by the payment request. COP may modify or reject the payment request if, in COP's opinion, the Work for which payment is requested is not acceptable or is less complete than represented on the payment request. Extras and Chanae Orders. COP may order changes in the Work by altering, adding to, or deducting from the Work. In the event of such a change, Contractor's compensation and/or the time of completion will be adjusted to reflect the change. Contractor will not commence work on any change until either: (a) Contractor and COP have agreed in writing to the amount of the adjustment resulting from the change; or (b) COP has issued an order for the change acknowledging that there is a dispute regarding the compensation adjustment relating to the change. If Contractor proceeds with a change in the Work without complying with the preceding sentence, Contractor agrees that it will not be entitled to any additional compensation for such change. Correction of Work. Contractor will promptly correct, at its own expense, (a) any portion of the Work which 1) fails to conform to the requirements of the Contract Documents, or 2) is rejected by the COP as defective or because it is damaged or rendered unsuitable during installation or resulting from failure to exercise proper protection. (b) any defects due to faulty materials, equipment, or workmanship which appear within a period of one year from the date of Substantial Completion or within such longer period of time as may be prescribed by law or the terms of any applicable special warranty required by the Contract Documents. Time of Completion. Contractor will complete the Work and have it ready for COP's inspection within on or before August 17, 2009 6eP. Time is of the essence. If Contractor is delayed at any time in the progress of the Work by any act or neglect of COP, or by changes in the Work, or by strikes, lockouts, unusual delay in transportation, unavoidable casualties, or acts of nature beyond Contractor's control, then the time for completion will be extended by the time that completion of the Work is delayed. However, Contractor expressly waives any damages for any such delays other than those delays willfully caused by COP. 9. Permits, Surveys, and Taxes. Contractor will obtain and pay for all permits and licenses, and also pay any applicable taxes. Contractor will also obtain and pay for any surveys it needs to perform the Work. Contractor will conform to all ordinances and covenants governing the Project Site and/or Work. 10. Payment of Subcontractors and Materialmen. Contractor will promptly pay for all labor, materials, and equipment used to perform the Work. 11. Independent Contractor Relationship; The parties expressly agree that Contractor is not an agent or employee of COP, Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-day Saints ("CPB"), and/or Temple Corporation ("TC"), but is an independent contractor and solely responsible for all expenses relating to Contractor's business. 12. Contractor's Insurance. Prior to performing any work, Contractor will obtain the following minimum insurance coverages, which Contractor will maintain during the term of this Agreement: a. Workers' Compensation Insurance with minimum statutory limits of the State where the Property is located, and Employers' Liability Insurance. Version: 9-6-06 Printed date: 4/24/2009 4:05:24 PM Page 1 of 3 Ma L:\2009\09044 Rexburg Temple Non Patron Door\Specifications\TempleContract-BidProposalandMaintenanceProjectAgreement.doc b. Commercial General Liability Insurance, Insurance Services Office (ISO) form Commercial General (CG) 00 01 (11193) or an equivalent, occurrence policy with limits of not less than One Million Dollars ($1,000,000) per occurrence ($2,000,000 per occurrence if hot work' is involved) and Two Million Dollars ($2,000,000) in the aggregate. Contractor's insurer will add COP, CPB, and TC as additional insureds on this policy using ISO endorsement CG 2010 (10193) or its equivalent. c. Automobile Liability Insurance with at least One Million Dollars ($1,000,000) combined single limit coverage. This coverage will be for "any auto" for which Contractor may be legally responsible. Contractor will give evidence of these insurance coverages by providing an ACORD 25-S certificate or its equivalent to COP. This certificate will contain a cancellation clause of the certificate amended to read: "Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will mail 30 days prior written notice to the certificate holder names to the left.". At Contractor's option, Contractor may submit this certificate annually to be on file with COP to cover all maintenance projects that Contractor performs for COP. 13. Indemnity and Hold Harmless. a. Contractor will Indemnify and hold harmless COP, CPB, and TC as well as COP's, CPB's, and TC's respective representatives, employees, agents, architects, and consultants from and against any and all claims, damages, liability, demands, costs, judgments, awards, settlements, causes of action, losses and expenses (collectively "Claims" or "Claim"), including but not limited to attorney fees, consultant fees, expert fees, copy costs, and other expenses, arising out of or resulting from performance of the Work, attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of real or personal property, including loss of use resulting therefrom, except to the extent that such liability arises out of the negligence of COP, CPB, and/or TC, their respective representatives, agents, and employees. This indemnity includes, without limitation, indemnification of COP, CPB, and TC from all losses or injury to COP's, CPB's, and/or TC's property, except to the extent that such loss or injury arises out of the negligence of COP, CPB, and/or TC, their respective representatives, agents, and employees. This indemnity applies, without limitation, to include Claims occurring both during performance of the Work and/or subsequent to completion of the Work. In the event that any Claim is caused in part by a party indemnified hereunder, that party will bear the cost of such Claim to the extent it was the cause thereof. In the event that a claimant asserts a Claim for recovery against any party indemnified hereunder, the party indemnified hereunder may tender the defense of such Claim to Contractor. If Contractor rejects such tender of defense and it is later determined that the negligence of the party indemnified hereunder did not cause all of the Claim, Contractor will reimburse the party indemnified hereunder for all costs and expenses incurred by that party in defending against the Claim. Contractor will not be liable hereunder to indemnify any party for damages resulting from the sole negligence of that party. b. In addition to the foregoing, Contractor will be liable to defend COP, CPB, and TC in any lawsuit filed by any Subcontractor relating to the Project. Where liens have been filed against COP's, CPB's, and/or TC's property, Contractor (and/or its bonding company which has issued bonds for the Project) will obtain lien releases and record them in the appropriate county and/or local jurisdiction and provide COP, CPB, and/or TC with a title free and clear from any liens of Subcontractors. In the event that Contractor and/or its bonding company are unable to 1 Hot work is any operation that produces flames, sparks, or heat from cutting, welding, brazing, grinding, soldering, or otherwise. obtain a lien release, COP, CPB, and/or TC in its absolute discretion may require Contractor to provide a bond around the lien or a bond to discharge the lien, at Contractor's sole expense. c. In addition to the foregoing, Contractor will indemnify and hold COP, CPB, and TC harmless from any claim of any other contractor resulting from the performance, nonperformance or delay in performance of the Work by Contractor. d. The indemnification obligation herein will not be limited by a limitation on the amount or type of damages, compensa- tion or benefits payable by or for Contractor or a Subcontractor under worker's compensation acts, disability benefit acts, or other employee benefit acts. 14. Resolution of Disputes. In the event there is any dispute arising under the Contract Documents which cannot be resolved by agreement between the parties, either party may submit the dispute with all documentation upon which it relies to the director of temple facilities and director of temple finance (controller), Temple Department, 50 East North Temple, 0 Floor, Salt Lake City, Utah 84150, who will convene a dispute resolution conference within thirty (30) days. The dispute resolution conference will constitute settlement negotiations and any settlement proposal made pursuant to the conference will not be admissible as evidence of liability. In the event that the parties do not resolve their dispute pursuant to the dispute resolution conference, either party may commence legal action to resolve the dispute. Any such action must be commenced within six (6) months from the first day of the dispute resolution conference or be time barred. Submission of the dispute to the Temple Department directors as outlined above is a condition precedent to the right to commence legal action to resolve any dispute. In the event that either party commences legal action to adjudicate any dispute without first submitting the dispute to the afore mentioned Temple Department directors, the other party will be entitled to obtain an order dismissing the litigation without prejudice and awarding such other party any costs and attorneys fees incurred by that party in obtaining the dismissal, including without limitation copy costs, and expert and consultant fees and expenses. 15. Termination of Agreement by Contractor. In the event COP materially breaches any term of the Contract Documents, Contractor will promptly give Written Notice of the breach to COP. if COP fails to cure the breach within ten (10) days of the Written Notice, Contractor may terminate the Agreement by giving Written Notice to COP and recover from COP the percentage of the Contract Sum represented by the Work completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination prior to completion of the Work, less any offsets. Contractor will not be entitled to unearned profits or any other compensation or damages as a result of the termination and hereby waives any claim therefor. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation, Contractor's Indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 16. Termination of Agreement by COP for Cause. Should Contractor make a general assignment for the benefit of its creditors, fail to apply enough properly skilled workmen or specified materials to properly prosecute the Work in accordance with Contractor's schedule, or otherwise materially breach any provision of the Contract Documents, then COP may, without any prejudice to any other right or remedy, give Contractor Written Notice thereof. If Contractor fails to cure its default within ten (10) days, COP may terminate this Agreement by giving Written Notice to Contractor, take possession of the premises and all materials, tools, and appliances thereon, and finish the Work by whatever method COP deems expedient. In ,r t" 100 60 it 110 Version: 9-6-06 Printed date: 4/24/2009 4:05:24 PM Page 2 of 3 L:12009109044 Rexburg Temple Non Patron Door\SpecificationslTempleContract BidProposaiandMaintenanceProjectAgreement.doc iw ao drd NO k" am bw a" rd a" how WEI Wd wo dd 60 such case, Contractor will not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Sum exceeds the expense of finishing the Work, including compensation for additional administrative, architectural, consultant, and legal services (including without limitation attorneys fees, expert fees, copy costs, and other expenses), such excess will be paid to Contractor. If such expense exceeds the unpaid balance, Contractor will pay the difference to COP. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation, Contractor's indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 17. Termination of Agreement by COP for Convenience. Notwithstanding any other provision contained in the Contract Documents, COP may, without cause and in its absolute discre- tion, terminate the Agreement at any time. In the event of such termination, Contractor will be entitled to recover from COP the percentage of the Contract Sum equal to the percentage of the Work which COP and/or its architect determines has been completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination prior to completion of the Work, less any offsets. Contractor will not be entitled to unearned profits or any other compensation as a result of the termination and hereby waives any claim therefor. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. COP may, in COP's sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor. Without limitation, Contractor's indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 18. Assianment. The parties hereto will not assign any rights or obligations under this Agreement without the prior written consent of the other party. 19. Entire Agreement. The Contract Documents reflect the full agreement of the parties with respect to the Project and the Work and supersede all prior discussions, agreements, and representations regarding the subject matter of the Contract Documents. The Contract Documents may be amended only in a written document signed by both parties hereto. 20. Applicable Law. The parties acknowledge that the Contract Documents have substantial connections to the State of Utah. The Contract Documents will be deemed to have been made, executed, and delivered in Salt Lake City, Utah. To the maximum extent permitted by law, (i) the Contract Documents and all matters related to their creation and performance will be governed by and enforced in accordance with the laws of the State of Utah, excluding conflicts of law rules, and (ii) all disputes arising from or related to the Contract Documents will be decided only in a state or federal court located in Salt Lake City, Utah and not in any other court or state. Toward that end, the parties hereby consent to the jurisdiction of the state and federal courts located in Salt Lake City, Utah and waive any other venue to which they might be entitled by virtue of domicile, habitual residence, place of business, or otherwise. 21. Attorney Fees. Should either party commence to enforce or rescind any term of the Contract Documents, the prevailing party will be entitled to recover its attorneys fees and costs, including without limitation all copy costs and expert and consultant fees and expenses, in that action and on all appeals, from the other party. 22. Bid Proposal/Agreement. Contractor's submission to COP of this agreement signed by Contractor will constitute Contractor's offer and bid proposal to perform the Work described in this agreement according to the terms thereof. COP's signing of this agreement and delivery to Contractor of the signed copy thereof will constitute acceptance of Contractor's offer and will convert this document to a binding agreement. 23. Access. Contractor shall not access interior temple spaces without prior COP authorization, arrangement, and escort. COP: CONTRACTOR: Corporation of the President of Jacobsen Construction Company, Inc. The Church of Jesus Christ of Latter-day Saints, By: B Designated Representative Authorized Representative (Print Name:) Mike Ingram (Print Name:) Address: Rexburg Idaho Temple Title: 750 South 200 East Address: Rexburg, ID 83440 Telephone No: 208-360-5334 Telephone No: Date: Fed. I.D. or SSN: License No. Date: k" Version: 9-6-06 Printed date: 4/24/2009 4:05:24 PM Page 3 of 3 L:\2009\09044 Rexburg Temple Non Patron Door\SpecificationslTempleContract-BidProposalandMaintenanceProjectAgreement.doc BLANK PAGE wd bw am ow wd WM bw DIVISION 01 MAINTENANCE PROJECT AGREEMENT (U.S. TEMPLES) GENERAL REQUIREMENTS 01100 SUMMARY 01300 ADMINISTRATIVE REQUIREMENTS 01400 QUALITY REQUIREMENTS 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS 01700 EXECUTION REQUIREMENTS SECTION 01100 SUMMARY A. Provisions contained in Division 01 apply to all other sections and divisions of the Specifications. All instructions contained in the Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations set forth in the Specifications are obligations of Contractor. B. Comply with applicable laws and regulations. C. No work will be performed that may pose an undue safety hazard to Contractor, Contractor's employees, or any other person. Contractor will ensure that Contractor, its agents, and employees comply with all applicable safety laws, standards, and requirements, while performing services under this agreement. D. Separate contracts may be issued by COP for performance of certain construction operations at the 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 „d its work with theirs where applicable. WW I" twi tud wo E. COP may provide furnishings and/or equipment for the Project. Contractor will receive, store, and protect such items on site until the date COP accepts the Project. F. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and employees: 1. Confine operations to areas within Contract limits as marked out with Owner. Do not disturb portions of site beyond Contract limits. Access into interior temple space will require valid temple recommend. 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 the Project Site. 4. Do not allow work on Project Site on Sundays except for emergency work with COP's approval. 5. Refrain from using profanity or being discourteous or uncivil to others on the Project Site and/or while performing the Work. 6. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on the Project Site. 7. Do not allow the playing of obnoxious and/or loud music on the Project Site. Do not allow the playing of any music within existing facilities. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 1 April 2009 Division 01 General Requirements WEd 8. Do not build fires on Project Site. 9. Reasonably accommodate use of existing facilities by COP. Temple operations will be on going except for the close down period. Please accommodate this function as much as possible. 10. Do not bring or allow weapons on the Project Site. 11. Do not take or use photograph(s) or other reproductions of the Work for publicity, advertising, or any other purpose whatsoever without prior written consent of COP (which consent may be granted or withheld at COP's sole and absolute discretion). 12. Display on their persons at all times while on the Property visible identification of their association with Contractor or Subcontractor (i.e., via uniform and/or identification card or badge). SECTION 01300 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 01400 QUALITY REQUIREMENTS A. Notify COP immediately if asbestos -containing materials or other hazardous materials are encountered while performing the work. B. Submit to COP 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. C. Provide inspections, tests, and similar quality -control services specified in individual Specification Sections and/or required by governing authorities, except where Specifications specifically state that COP or its consultants will perform such inspections. Cooperate with persons performing inspections, tests, and similar services and provide auxiliary services as reasonably requested. D. Upon completion of inspection, testing, sample -taking, and similar services, repair damaged construction and restore substrates and finishes. SECTION 01500 TEMPORARY FACILITIES AND CONTROLS A. COP 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. Existing lighting system may be used by Contractor. D. Contractor will use existing water supply for construction purposes to the extent of existing facilities. E. Contractor will provide and maintain temporary sanitary toilet. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 2 April 2009 Division 01 General Requirements 6w r. Mimi ow F. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm. am G. Contractor is responsible for the security of materials, tools, and equipment. Do not permit others to use building keys provided by COP. Safeguard building and contents while work is being performed and secure building when work is finished for the day. H. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due to construction activities. I. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and reduce possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near site. Protect work, materials, apparatus, and fixtures from injury due to weather, theft, and vandalism. ind SECTION 01600 PRODUCT REQUIREMENTS r_J No Wd wo WW 6W W6 WW Amd 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. B. Install items furnished by COP or receive and store in safe condition items purchased directly by COP according to requirements of Contract Documents. SECTION 01700 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 Work is to be done. Notify COP 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 Work. Secure 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 recognized within the industry or local codes for that application. Refer questionable mounting height decisions to COP for final decision. F. Progress Cleaning 1. Keep premises reasonably 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 Substantial Completion. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 3 April 2009 Division 01 General Requirements wa he �I 3. Clean and maintain completed construction as frequently as necessary throughout construction period. r. 4. Remove waste materials and rubbish caused by employees, subcontractors, and contractors under separate contract with COP and dispose of legally. G. Final Cleaning 1. Clean each surface or unit to condition expected in normal, commercial -building cleaning and maintenance program. Comply with manufacturer's instructions. Remove all rubbish from under and about building and leave building clean and habitable. 2. In addition to general cleaning noted above, perform cleaning for all trades at completion of work i in areas where construction activities have occurred. 3. If Contractor fails to clean up, COP may do so and charge cost to Contractor. H. Completion Inspection 1. Upon 100 percent completion of Project, Contractor shall request a Substantial Completion Inspection. 2. COP will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items to be corrected. 3. Contractor will notify COP in writing when items have been corrected. I. Warranties 1. When written guarantees beyond one year after substantial completion are required of any Section of the Work, Contractor will secure such guarantees and/or warranties properly L addressed and signed and in favor of COP. Include these documents in Operations & Maintenance Manuals. 2 Deliveryof guarantees and warranties will not relieve Contractor from an obligation as d g yassumed under any other provision of the Contract Documents. END OF DOCUMENT i0i Rexburg Idaho Temple 4 Division 01 Non -Patron Waiting Door Rexburg, ID April 2009 General Requirements LW mi SECTION 06090 WOOD AND PLASTIC FASTENINGS PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Quality of wood fastening methods and materials unless specified otherwise. B. Related Sections 1. Nails specified in individual Sections where installed. PART 2 PRODUCTS 2.1 MATERIALS A. Fasteners And Adhesives 1. Self -drilling Wood Screws - Standard type and make for job requirements. 1d PART 3 EXECUTION 3.1 ERECTION wo A. Secure fastener minimum of 16 inches on center for attachment of plywood to metal framing. b+ END OF SECTION WA kol WW i" wo cmi aw `o Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 1 April 2009 Section 06090 Wood And Plastic Fastenings BLANK PAGE Rexburg Idaho Temple 2 Section 06090 Non -Patron Waiting Door Rexburg, ID April 2009 Wood And Plastic Fastenings SECTION 06110 t" WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install miscellaneous wood framing and blocking as described in Contract Documents. WW B. Related Sections 1. Sections Under 06050 Heading - Basic Wood And Plastics Materials And Methods a. Section 06090 - Wood And Plastic Fastenings wo 1.2 DELIVERY, STORAGE, AND HANDLING tm A. Protect lumber and sheathing and keep under cover in transit and at job site. B. Do not deliver material unduly long before it is required. 00 C. Store lumber and sheathing on level racks and keep free of ground. Stack in such a manner as to insure proper ventilation and drainage. PART 2 PRODUCTS am 2.1 MATERIALS A. Dimension Lumber bw 1. Meet requirements of PS 20-70 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 or less in nominal thickness shall not exceed 19 percent in moisture content at bw time of fabrication and installation and be stamped 'S-DRY', 'K-D', or'MC 15'. 4. Lumber shall be S4S. WW 5. Backing or Blocking - %no a. 2x4 - Standard and better Douglas Fir, Southern Pine, HemFir, or StrandGuard by Trus Joist, Boise, ID (800) 338-0515 or (208) 364-1200 www.tjm.com b. 2x6 And Wider - No. 2 Douglas Fir, Southern Pine, HemFir., or MSR 1650f - 1.5e, or StrandGuard by Trus Joist, Boise, ID (800) 338-0515 or (208) 364-1200 www.tjm.com B. Blocking for Mounting Accessories / Equipment And for Gypsum Board Back Blocking - Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch. PART 3 EXECUTION k" 3.1 ERECTION A. General - Use pressure treated wood for wood members in contact with concrete, including wall, sill, „W and ledger plates, door and window subframes and bucks, etc. Rexburg Idaho Temple 1 Section 06110 Non -Patron Waiting Door Rexburg, ID April 2009 Wood Framing No B. Interface With Other Work - 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. C. Accessory 1 Equipment Mounting And Gypsum Board Back Blocking (nailers) 1. Furnish and install blocking in metal framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Furnish and install back blocking in metal framing required for joints in gypsum wallboard. D. Accessory 1 Equipment Mounting And Standing & Running Trim Blocking (nailers) 1. Furnish and install blocking in metal framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Attach blocking not installed with clips with two fasteners in each end of each piece of blocking. E. Furring Strips 1. On Steel - Nail or screw as required to secure firmly. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 2 Section 06110 April 2009 Wood Framing it im am v ON low am bw No low wo WW ift ho wd R� MW am SECTION O6201 GENERAL FINISH CARPENTRY REQUIREMENTS PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install following items as described in Contract Documents - a. Products installed but not supplied under this section. B. Products Installed But Not Supplied Under This Section 1. Wood Door Frames. 2. Miscellaneous as specified elsewhere 1.2 REFERENCES A. Architectural Woodwork Institute 1. AWI, `Architectural Woodwork Quality Standards, 7th Edition, Version 1.0, 1997' 1.3 SYSTEM DESCRIPTION A. Performance Requirements - AWI Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for installation of architectural woodwork. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 INSTALLATION A. General Installation 1. Install products under this section as designated by partnered Contractor. END OF SECTION Rexburg Idaho Temple 1 Section 06201 Non -Patron Waiting Door Rexburg, ID April 2009 General Finish Carpentry Requirements No BLANK PAGE Rexburg Idaho Temple 2 Section 06201 Non -Patron Waiting Door Rexburg, ID April 2009 General Finish Carpentry Requirements ` d SECTION 06202 FINISH HARDWARE INSTALLATION wo a" od two tod 401 W* 0" Mai No LJ 00i Cal Co god Co WW PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Products Installed But Not Supplied Under This Section B. Products Installed But Not Supplied Under This Section 1. Finish hardware C. Related Sections 1. Section 07921 - Quality of sealants 2. Sections under 08700 heading - Furnishing of finish hardware. 1.2 SUBMITTALS A. Quality Assurance / Control 1. Inspection report verifying correct operation and adjustment of installed hardware. 2. Copy of 'Installation Guide for Doors & Hardware' by Door & Hardware Institute. Guide maybe obtained from Door and Hardware Institute (DHI). 1.3 DELIVERY, STORAGE, AND HANDLING A. Keys, key delivery, and keying training are part of Bid Package PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION Rexburg Idaho Temple 1 Non -Patron Waiting Door Rexburg, ID April 2009 Section 06202 Finish Hardware Installation Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID BLANK PAGE April 2009 Section 06202 Finish Hardware Installation SECTION 06401 GENERAL ARCHITECTURAL WOODWORK REQUIREMENTS wai PART 1 GENERAL 1.1 SUMMARY WW A. Includes But Not Limited To 1. Fabrication, finishing, delivery to site, and installation of architectural woodwork as described in Contract Documents. 2. Install custom flush wood doors as described in Contract Documents. 3. Install art glass. B. Products Installed But Not Supplied Under This Section 1. Natural stone for floor base. C. Related Sections 1. Section 06110 - Blocking 2. Section 06456 - Wood Doors 3. Sections 06461- Wood Door Frames 4. Section 09750 - Decorative stone 5. Section 12170 — Art Glass D. Where room numbers are shown for locations of certain items in this Specification, it is done as an aid Md and is not intended to be inclusive. 1.2 REFERENCES aw A. Architectural Woodwork Institute 1. AWI Manual - Architectural Woodwork Quality Standards, 7th Edition, Version 1.0, 1997 WW 1.3 SYSTEM DESCRIPTION A. Design Requirements Ini 1. Conform to AWI Premium Grade as established in AWI Manual for fabrication and installation unless explicitly specified otherwise. WW 1.4 SUBMITTALS A. Product Data - Submit Manufacturer's product data for hardware to be used. B. Samples 1. Transparent Finishes - a. Solid Stock - 1) Two samples measuring 3/4 inch by 4 inches by 18 inches for each wood species specified to receive clear finish. 2) Step finish samples at 3 inch intervals, progressing from finish sanded wood through each succeeding stage of specified finish for Architect's approval of finish process and final finish. mod b. Veneer Panel - 1) Two samples measuring 8-1/2 inches by 18 inches for each species specified to receive clear finish. Samples to consist of specified veneer on specified MDF core. WW 2) Step finish samples at 2 inch intervals, starting at bottom of panel progressing from finish sanded veneer face through each succeeding stage of specified finish for Architect's approval of finish process and final finish. C. Closeout 1. Operations And Maintenance Data - a. Manufacturer's literature or cut sheets for hardware. Rexburg Idaho Temple 1 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. 1.5 QUALITY ASSURANCE A. Qualifications 1. Installation of Architectural Woodwork shall be responsibility of Architectural Woodwork manufacturer. If installation is to be performed by other than Architectural Woodwork Manufacturer's own employees, following shall apply - a. Manufacturer shall provide on -site supervisor full time to direct installation, final finish, and touch up of Architectural Woodwork. 1) Supervisor shall be full time employee of Architectural Woodwork Manufacturer with minimum five years experience installing and finishing work comparable to that specified in this Section. 2) Supervisor shall have authority to certify installation, final finish, and touch-up on behalf of Architectural Woodwork Manufacturer. b. Installation shall be performed by personnel that have minimum five years experience installing Architectural Woodwork of comparable quality with ability to install work to meet specified standards. c. Installers shall be approved before delivery of Architectural Woodwork to site. 1.6 PROJECT CONDITIONS A. Project Environmental Requirements 1. Maintain ambient relative humidity at site, including storage and installation areas, between 25 and 55 percent before delivery and throughout process of installation. 2. Do not subject Architectural Woodwork to swings in temperature or humidity during storage, throughout process of installation, and through Substantial Completion. 3. Repair or replacement of damaged Architecture Woodwork caused by failure to meet specified environmental requirements will be at no cost to Owner. 1.7 DELIVERY, STORAGE, AND HANDLING A. Assemble and finish woodwork at factory and deliver to site ready for installation. B. Protect millwork from moisture and damage while in transit to job site. C. Store Architectural Woodwork in building in which it to be installed in room that is clean, dry, well ventilated, protected from direct sunlight, moisture, and damage, and kept broom clean. PART 2 PRODUCTS 2.1 MATERIALS A. Lumber 1. Species and Grade - a. Transparent Finish 1) Premium Grade - (a) Anigre quarter sawn, lightly figured. (b) Select solid wood for compatibility with preselected veneer species for each type. 2. Allowable Defects, Clear Finished Hardwood - a. AW I Premium Grade - 1) Tight knots not exceeding 1/8 inch in diameter. Loose knots are not permissible 2) Very slight gum pockets 3) Stains, streaks, worm holes, and other defects not mentioned are not permitted. 4) Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross grain are not considered defects. 5) Owner required enhancements - a) Patches (dutchmen) not apparent after finishing b) Checks or splits not exceeding 1 /32 inch by 3 inches and not apparent after finishing. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 2 Section 06401 April 2009 General Architectural Woodwork Req. v wr r wr 60 .. V. bw w. ims V 3. Length - a. Use maximum lengths possible, but not required to exceed 10 feet without joints. b. No joints closer than 6 feet in straight run. c. No joints permitted in door casings or door moldings, except miter joint at corners. 4. Moisture Content - 6 percent maximum at fabrication. wo 2.2 FABRICATION A. Fabricate work in accordance with measurements taken on job site. WW B. Ease sharp corners and edges of exposed members to promote finishing and protect users from slivers. C. Join members by pressure process glue and lemon splines, or pressure glue and dowels. D. Finish Tolerances 1. AWI Premium Grade - a. No planer or molder marks (KCPI) or sanding chatter allowed. 'r b. Sand all wood members and surfaces to 220 grit c. Flushness Variation - 0.001 inch maximum. d. Cross Sanding Scratches - None allowed too e. Close match of grain and color from solid stock to panel products is required for Premium Grade, compatible match for Custom Grade. f. Putty is not acceptable as a wood filler. g. Neither putty nor wood filler shall be used to fill gaps or flush offsets. low h. Owner required enhancements - 1) Maximum Gap - None allowed 2) Blind nail where natural and stain finished wood is used. am G. Install hardware in accordance with hardware manufacturer's directions. Leave operating hardware operating smoothly and quietly. MW 2.3 FINISHES A. General ifti 1. Finished wood surfaces, including trim shall be free of runs, streaks, sags, lint, fish eyes, overspray, and orange peel. 2. Match existing as approved by architect for stain color, texture, and degree of sheen. ON B. Transparent Finish 1. Architectural woodwork shall be pre -finished at Fabricator's facility. 2. Comply with AWI Finish System TR-2, Catalyzed Lacquer, TR4 Conversion Varnish, or other product that has been shown to meet or exceed the performance characteristics of specified am systems for hardness, durability, chemical resistance, water whiteness, build, and aesthetics of finished appearance. a. Finish thickness shall not exceed 5 mm, or finish manufacturer's recommendations. b. Staining shall be uniform, without streaks or light and dark patches. c. Finish sheen shall be satin, or 15 - 20 degrees on 60 degree gloss meter. d. Staining shall be transparent with no muddiness and shall preserve clarity of grain and figure. C. Visual Tests Applicable to Exposed Surfaces 1. Finished and installed Architectural Woodwork shall be examined with following results - a. AWI Premium Grade - ,�,, 1) Finish Sanding Scratches - Not permitted 2) Runs (Running of wet finish films in rivulets) - Not Permitted. 3) Blistering (Small, swelled areas like water blisters on human skin) - Not permitted 4) Checking, Crazing (Crowfeet separation or irregular line separation - Not permitted Wiwi 5) Cracking (Formation like dried mud) - Not permitted. 6) Glue spots, putty spots, or smears - Not permitted. 7) AWl Premium Grade with Owner required enhancements - MW Rexburg Idaho Temple 3 Section 06401 Non -Patron Waiting Door aw Rexburg, ID April 2009 General Architectural Woodwork Req. a) Orange Peel (Slight depressions in surface, similar to skin of an orange) - Not permitted b) Sags (Partial slipping of finish film creating `curtain' effect) - Not permitted c) Blushing - Not permitted. PART 3 EXECUTION 3.1 APPROVED FABRICATORS A. Fetzer's Inc, Salt Lake City, UT (801) 484-6103 Attn: Duane Bowen. 3.2 EXAMINATION A. Site Verification of Conditions 1. Verify areas to receive Architectural Woodwork are fully enclosed with windows installed and glazed, exterior doors in place, HVAC systems operational, and temporary openings closed. 2. Verify walls, ceilings, floors, and openings are plumb, straight, in -line, and square before installing Architectural Woodwork. 3. Do not proceed with installation of Architectural Woodwork until unacceptable conditions have been corrected. Notify Architect in writing of non -complying conditions. 3.3 PREPARATION A. Do not proceed with installation of Architectural Woodwork until unacceptable conditions have been corrected. Notify Architect in writing of non -complying conditions. 3.4 INSTALLATION A. General 1. Installation standards for Architectural Woodwork shall be AWI Premium. 2. Monitor temperature and humidity daily. Cease work and notify Architect immediately in writing should extremes in temperature or humidity occur. B. Standing and Running Trim 1. AWI Premium Grade - a. Exposed brad or screw holes are to be rendered unnoticeable by placement or by plugging or filling. b. Fastening points shall be concealed, filled, and finished to blend with adjacent finished woodwork. c. Use wax or or wood filler to fill and conceal screw or brad holes. Use of putty is not permitted. d. Owner required enhancements - 1) Attach base moldings to walls with continuous concealed cleats. Screwing or nailing of base may occur only below base. C. Tolerances for field joints customarily exposed to view. 1. AWI Premium Grade - a. Wood to wood - 1) Flushness Variation (maximum) - a) Flat Surface - 0.0025 inch. b) Shaped Surface - 0.012 inch. 2) Gap Width (maximum) - a) Flat Surface - 0.0025 inch. b) Shaped Surface - 0.0025 inchm. 3) Gap Length (maximum) - 30 percent of joint b. Wood to non -wood - 1 } Flushness Variation (maximum) - a) Flat Surface - 0.015 inch b) Shaped Surface - 0.015 inch. 2) Gap Width (maximum) - a) Flat Surface - 0.015 inch. Rexburg Idaho Temple 4 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req, wo am ow de ow kow Lad WW WW WW ob tow No Md ow b) Shaped Surface - 0.015 inch. 3) Gap Length (maximum) - 30 percent of joint c. Non -wood to non -wood - 1) Flushness Variation (maximum) - a) Flat Surface - 0.015 inch. b) Shaped Surface - 0.015 inch. 2) Gap Width (maximum) - a) Flat Surface - 0.015 inch. b) Shaped Surface - 0.015 inch. 3) Gap Length (maximum) - 30 percent of joint 3.5 ADJUSTMENT A. Remove or repair damaged surface of or defects in exposed finished surfaces of millwork to match adjacent similar undamaged surface. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 5 Section 06401 April 2009 General Architectural Woodwork Req. BLANK PAGE Rexburg Idaho Temple 6 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. �r SECTION 06451 STANDING AND RUNNING TRIM PART 1 GENERAL WW 1.1 SUMMARY WW A. Includes But Not Limited To 1. Quality requirements for premium grade standing and running trim. B. Related Sections um 1. Section 06401 - General Architectural Woodwork Requirements 2. Sections 06461 - Wood Door Frames PART 2 PRODUCTS 2.1 MATERIALS A. Solid Wood -Transparent Finish 1. Premium Grade - Quarter sawn Anigre 2. Semi -Exposed Parts - As allowed by AWI Premium Grade. 2.2 FABRICATION a■i A. Fabricate items, including but not limited to the following items as premium grade standing and running trim. 1. Transparent Finish - �'' a. Door Casings b. Wood Cap on Stone Base c. Miscellaneous trim Olt PART 3 EXECUTION - Not Used ow wo r17 wo WW Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 1 Section 06451 April 2009 Standing And Running Trim / Premium WW BLANK PAGE Rexburg Idaho Temple 2 Section 06451 Non -Patron Waiting Door Rexburg, ID April 2009 Standing And Running Trim 1 Premium SECTION 06456 CUSTOM FLUSH WOOD DOORS / Applied Wood Moldings MW PART 1 GENERAL t0i 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Shop fabricated factory -finished flush wood doors. B. Related Sections 1. Section 06401 - Installation 2. Section 08810 — Quality of Glazing 3. Section 12170 - Art Glass 1.2 REFERENCES A. American National Standards Institute 1. ANSI A 208.1-1989, 'Particleboard, Mat -Formed Wood' ow 2. ANSI / HPMA HP-1983, 'Hardwood and Decorative Plywood' B. Architectural Woodwork Institute 1. AW I Standards, 'Architectural Woodwork Quality Standards, 7th Edition' 1.3 SUBMITTALS ,mi A. Product Data 1. Manufacturer's product literature on doors and factory finish. 2. Maintenance and repair instructions. B. Shop Drawings 1. Schedule showing type of door at each location. Included shall be size, veneer, core type, fire rating, hardware prep, openings, blocking, etc. 2. Indicate factory -finish color and type. 1.4 DELIVERY, STORAGE, AND HANDLING wo A. Deliver in clean truck and, in wet weather, under cover. 1. Deliver to building site only after plaster, cement, and taping compound are completed and dry and 00 after interior painting operations have been completed. 2. Individually wrap in polyethylene bags for shipment and storage. Leave shipping bag on door after installation until immediately before substantial completion inspection. WW B. Store doors in a space having controlled temperature and humidity range between 25 and 55 percent. Store flat on level surface in dry, well ventilated space. Cover to keep clean but allow air circulation. Do not subject doors to direct sunlight, -abnormal heat, dryness, or humidity. Ind C. Handle with clean gloves and do not drag doors across one another or across other surfaces. 1.5 WARRANTY A. Manufacturer's standard full door warrantMW y for lifetime of original installation. WW Rexburg Idaho Temple 1 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings wo 1. Warranty shall include finishing, hanging, and installing hardware if manufacturing defect was discovered after door was finished and installed. 2. Warranty to include defects in materials including following - a. Delamination in any degree. b. Warp or twist of 1/4 inch or more in door panel at time of one year warranty inspection. c. Telegraphing of core assembly - Variation of 1/100 inch or more in 3 inch span. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Wood Doors 1. Type - AWI PC-5ME or FD-5ME 2. Grade - AWI Premium construction 3. Fully Type I Construction - Adhere all glue lines with Type I adhesive, including veneer lay-up. 4. Face Veneer - a. Provide doors without FINISHED FACE VENEER, Custom Finished Face Veneers will be provided by and adhered to the door cores by the Mill Fabricator to both sides of the doors as scheduled. Mechanical fastening of moldings and or veneer is unacceptable. b. Accent Veneer of Bosse shall be quarter sliced, figured, book matched. c. Veneer of Anigre shall be quarter sliced, lightly figured, slip matched. 5. Applied Moldings - a. Species and Grade - 1) Transparent Finish a) Premium Grade - (a) Anigre quarter sawn, lightly figured. (b) Select solid wood for compatibility with preselected veneer species for each type. 6. Core - a. Fully bonded to stiles and rails and sanded as a unit before applying veneers. b. Non -Rated And Fire -Rated, AWI FD 1/3 - 1 } 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle Board, Grade 1-L-1 minimum. 2) Stiles - a) 1-3/8 inches deep minimum before fitting. b) Stile face to be hardwood matching face veneer material, thickness manufacturer's standard. 3) Rails - a) 1-1/8 inches b) Manufacturer's option 7. Glazing - a. Doors scheduled to receive glazing as specified and provided in Section 08810 shall be shop installed by mill fabrication contractor. 8. Finishing - a. Applied to Door by Mill shop before leaving the shop. b. Color - Toner and or Stain to match existing as approved by the Architect, Provide a sample panel. c. Finish - AWI Finish System TR-6 Catalyzed Polyurethane Premium Grade for unfilled, open grain woods. Provide a sample panel. 2.2 APPROVED MANUFACTURERS A. VT Industries, Holstein, IA B. Marshfield Doors Systems Inc, Marshfield, WI Rexburg Idaho Temple 2 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings Md No kad W9 k" tsw 00 wo bod Wd kwd MW wd low No 00 2.3 FABRICATION A. Doors shall be factory -machined. Coordinate with Sections under 08700. 2.4 SOURCE QUALITY CONTROL A. Verification of Performance 1. Doors shall have following information permanently affixed on top of door - a. Manufacturer b. Door designation or model c. Veneer species d. Mill Shop finish PART 3 EXECUTION 3.1 APPROVED MANUFACTURERS I FABRICATORS A. Same as indicated under Section 06401. END OF SECTION Rexburg Idaho Temple 3 Non -Patron Waiting Door Rexburg, ID April 2009 Section 06456 Custom Flush Wood Doors/ Applied Wood Moldings MW BLANK PAGE Rexburg P Idaho Temple 4 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings dw SECTION 06461 NON -RATED WOOD DOOR FRAMES od PART 1 GENERAL imd 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Pre -finished non -rated wood door frames WW B. Related Sections 1. Section 06201 - Installation am PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Frames 1. Solid hardwood to match species of door to be mounted in frame. B. Acceptable Manufacturers 1. Algoma Hardwoods Inc, Algoma, WI (800) 678-8910 or (920 487-5221 www.algomahardwoods.com 2. The Maiman Company, Springfield, MO (800) 641-4320 or (417) 862-0681 www.maiman.net 3. Georgia Pacific Building Products, www.gp.com/guild/products.aspx?pname=firedefender. 4. Any Manufacturer meeting Contract Document requirements and acceptable to Door Manufacturer is approved. 2.2 FINISHES A. Match finish, finishing system, and color of door installed in frame. PART 3 EXECUTION - Not Used kow wo WW am WW tow 00 Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 1 April 2009 Section 06461 Non -Rated Wood Door Frames aw BLANK PAGE L L Rexburg Idaho Temple 2 Section 06461 Non -Patron Waiting Door Rexburg, 1D April 2009 Non -Rated Wood Door Frames L WW SECTION 07921 w PART 1 GENERAL low 1.1 SUMMARY JOINT SEALANTS A. Includes But Not Limited To 1. Furnish and install sealants not specified to be furnished and installed under other Sections. ` o 2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material, and installation requirements. WW B. Related Sections 1. Furnishing and installing of sealants is specified in Sections specifying work to receive new sealants. ow 1.2 SUBMITTALS Wd A. Product Data 1. Manufacturer's literature and installation recommendations for each Product. B. Quality Assurance / Control - Certificate from Manufacturer indicating date of manufacture. WW 1.3 DELIVERY, STORAGE, AND HANDLING wi A. Handle to prevent inclusion of foreign matter, damage by water, or breakage. B. Deliver and keep in original containers until ready for use. bow C. Do not use damaged or deteriorated materials. D. Store in a cool place, but never under 40 deg F. PART 2 PRODUCTS No 2.1 MATERIALS A. Sealants 1. Sealants provided shall meet Manufacturer's shelf -life requirements. kW 2. Interior - a. Miscellaneous gaps between substrates b. Approved Products - M, 1) Trademate Paintable by Dow Corning 2) Acrylic Latex 834 by Tremco 3. Color - As selected by Architect from Manufacturer's standard colors. ow B. Backing - Flexible closed cell, non -gassing polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 2.2 MANUFACTURERS A. Dow Corning Corp, Midland, MI (800) 248-2481 or (989) 496-6000 www.dowcorning.com B. G E Silicone Products, Waterford, NY (800) 255-8886 or (518) 237-3330 www.ge.com/silicones/sealants C. Sika Corporation, Lyndhurst, NJ (800) 933-7452 or (201) 933-9379 www.sika.com aw Rexburg Idaho Temple 1 Section 07921 Non -Patron Waiting Door Rexburg, ID April 2009 Joint Sealants WW D. Tremco, Cleveland, OH (800) 321-7906 or (216) 292-5000 www.tremcosealants.com PART 3 EXECUTION �r 3.1 PREPARATION A. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. i y B. Apply primer. C. Joint Backing r.r 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 deep. 2. Apply bond -breaker tape in shallow joints as recommended by Sealant Manufacturer. 3.2 APPLICATION A. Apply sealant with hand -calking gun with nozzle of proper size to fit joints. Use sufficient pressure to :r insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical joints from bottom to top. B. 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. C. Depth of sealant bite shall be 114 inch minimum and 1/2 inch maximum, but never more than one half or less than one fourth joint width. D. Do not apply calking at temperatures below 40 deg F. E. Calk gaps between painted or coated substrates and unfinished or pre -finished substrates. Calk gaps larger than 3/16 inch between painted or coated substrates. 3.3 CLEANING A. Clean adjacent materials which have been soiled immediately (before setting) as recommended by Manufacturer. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 60 2 Section 07921 April 2009 Joint Sealants WW hot SECTION 08701 WON PART 1 GENERAL GENERAL HARDWARE REQUIREMENTS kmd 1.1 SUMMARY A. Includes But Not Limited To tw 1. General requirements for finish hardware related to architectural wood and hollow metal doors. B. Related Sections 1. Section 06202 - Installation k" 1.2 SUBMITTALS A. Product Data 1. Manufacturer's cut sheets 2. Two copies of Manufacturer's installation, adjustment, and maintenance instructions for each piece of hardware. Include one set in Operations And Maintenance Manual and send one set with hardware when delivered. 3. Copy of hardware schedule B. Shop Drawings - Submit hardware schedule indicating hardware to be supplied. Schedule shall indicate details such as proper type of strikeplates, spindle lengths, hand, backset, and bevel of locks, hand and degree opening of closer, length of kickplates, length of rods and flushbolts, type of door stop, and other necessary information necessary to determine exact hardware requirements. C. Quality Assurance / Control - Certificate or letter signed by hardware supplier and by Contractor stating that hardware provided is same as that specified in Contract Documents. �+ 1.3 QUALITY ASSURANCE A. Suppliers bidding this work shall have two years minimum experience in providing, detailing, scheduling, wo and installing builders hardware and shall employ at least one full time DHI Architectural Hardware Consultant (AHC). 1.4 DELIVERY, STORAGE, AND HANDLING No A. Neatly and securely package hardware items by hardware group and identify for individual door with specified group number and set number used on Supplier's hardware schedule. Include fasteners and Wd accessories necessary for installation and operation of finish hardware in same package. 1.5 SCHEDULING �r A. Hardware Templates 1. Provide hardware templates to Sections under 06400 headings within 14 days after hardware schedule is approved by Architect. 2. Supply necessary hardware installation templates to Section 06202 before pre -installation conference. wo PART 2 PRODUCTS 2.1 FINISHES WA. Finishes shall be US4, Satin Brass. 00 Rexburg Idaho Temple 1 Section 08701 Non -Patron Waiting Door Rexburg, ID April 2009 General Hardware Requirements i" 2.2 FASTENERS A. Fasteners shall be of suitable types, sizes and quantities to properly secure hardware. Fasteners shall be of same material and finish as hardware unless otherwise specified. Fasteners exposed to weather shall be non-ferrous or corrosion resisting steel. PART 3 EXECUTION 3.1 HARDWARE GROUP SCHEDULE A. Single Interior Doors Group 1 3 each - Hinges 1 each - Closer w/ Hold Open and Overhead Stop 1 each - Pullplate (Decorative Backplate w/ Pull) 1 each - Pushplate (Decorative Backplate) 1 set - Acoustic Seals 1 each -Door Bottom END OF SECTION Rexburg Idaho Temple 2 Section 08701 Non -Patron Waiting Door Rexburg, ID April 2009 General Hardware Requirements MW tMW SECTION 08711 HANGING DEVICES PART 1 GENERAL MW 1.1 SUMMARY WEI A. Products Supplied But Not Installed Under This Section 1. Hinges for custom flush wood doors B. Related Sections 1. Section 08701 - General Hardware Requirements PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Hinges 1. Sizes - a. 1-3/4 inch doors - 1) Standard - 4-1/2 inches by 4-1/2 inches. 2) Wide Throw - 4-1/2 inches by width required 2. Quality Standard - a. Interior - Hager AB850 3. Approved Manufacturers - ,�, a. Hager b. Ives c. McKinney d. PBB �+ e. Stanley 2.2 MANUFACTURERS A. Hager Companies, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com B. Ives, New Haven, CT (800) 654-2708 or (203) 772-0310 C. McKinney, Scranton, PA (800) 346-7707 or (717) 346-7551 www.mckinneyhinge.com D. PBB, Ontario, CA (800) 726-3414 or (909) 923-6250 www.pbbinc.com E. Stanley, New Britain, CT (800) 337-4393 or (860) 255-5111 www.stanleyworks.com PART 3 EXECUTION - Not Used ••+ END OF SECTION Wd wo Rexburg Idaho Temple 1 Section 08711 Non -Patron Waiting Door Rexburg, ID April 2009 Hanging Devices ow BLANK PAGE Rexburg Idaho Temple 2 Non -Patron Waiting Door Rexburg, ID April 2009 Section 08711 Hanging Devices dd SECTION 08713 ow OPERATING TRIM PART 1 GENERAL tow 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Decorative Interior Push / Pulls B. Related Sections 1. Section 08701 - General Hardware Requirements ,m PART 2 PRODUCTS 2.1 MANUFACTURED UNITS Md A. Decorative Push / Pulls 1. Approved Products - Baltica Sundance Series a. Pulls with Backplate - Sundance Pull with Backplate A 26,6 cm wo b. Push/Backplate - Sundance Backplate A 26,6 cm w/o surface hardware PART 3 EXECUTION - Not Used Im k" bw a.d bw ON END OF SECTION Rexburg Idaho Temple 1 Section 08713 Non -Patron Waiting Door Rexburg, ID April 2009 Operating Trim BLANK PAGE Rexburg Idaho Temple 2 Section 08713 Non -Patron Waiting Door Rexburg, ID April 2009 Operating Trim wo SECTION 08715 CLOSING DEVICES tow PART 1 GENERAL a w 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section taw 1. Surface Closers B. Related Sections 1. Section 08701 - General Hardware Requirements kmi mr PART 2 PRODUCTS 2.1 MATERIALS A. Surface Closers h+ 1. General - a. Provide parallel arms on closers unless door position requires otherwise. b. Closers shall allow for 180 degree opening and not be used as a stop unless noted otherwise. �Aw c. Provide soffit plate similar to Norton 2018E on doors receiving sound/acoustical seals. d. Closers provided under this Section shall be from same Manufacturer. e. Furnish metal covers with matching finish for closers. Sprayed aluminum will not be allowed. 2. Standard/Handicap Access - Wd a. Closers shall have following features - 1) Adjustable sweep speed 2) Adjustable backcheck 3) Non -handed, non -sized b. Adjust closer to provide maximum opening force as required by governing code authority. c. Approved Products - 1) 4041 Series by LCN 2) 7500 BF Series by Norton 2.2 MANUFACTURERS A. Dorma Architectural Hardware, Reamstown, PA (800) 523-8483 or (717) 336-3881 www.dorma-usa.com B. LCN Closers, Princeton, IL (800) 526-2400 or (815) 875-3311 www.lcnclosers.com C. Norton Door Controls, Charlotte, NC (800) 438-1951 or (704) 283-2101 www.yalesecurity.com PART 3 EXECUTION — Not Used ism am wo wo END OF SECTION Rexburg Idaho Temple 1 Section 08715 Non -Patron Waiting Door ,� Rexburg, ID April 2009 Closing Devices BLANK PAGE Rexburg Idaho Temple 2 Section 08715 Non -Patron Waiting Door Rexburg, ID April 2009 Closing Devices SECTION 08718 ACCESSORIES PART 1 GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Acoustic Seals B. Related Sections 1. Section 08701 - General Hardware Requirements 08701Ta 08701Tb a.d 2. Division 09 - Stone Thresholds PART 2 PRODUCTS WW 2.1 COMPONENTS WW A. Acoustic Seals 1. Approved Products - a. Door Bottom - 1) 13 by NGP am 2) Equal by Pemko b. Door Perimeter - 1) 2525 by NGP 00 2) Equal by Pemko 2.2 MANUFACTURERS �+ A. Glynn Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440 B. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837 C. NGP - National Guard Products, Memphis, TN (800) 647-7874 or (901) 795-6900 www.ngpinc.com D. Pemko, Ventura, CA (800) 283-9988 or (805) 642-2600 www.pemko.com E. Trimco / BBW/ Quality, Los Angeles, CA (800) 637-8746 or (323) 262-4191 www.trimcobbw.com ON PART 3 EXECUTION 3.1 INSTALLATION �. A. Acoustical Seals 1. Miter head seal strip with jamb seal strips to insure tight seal. Adjust so neoprene seal is compressed 10 percent by closed door for entire length of seal. 2. Cut sill strip on door to butt tightly against both jamb seal strips when door is in closed position, but without hampering operation of door. Adjust height of sill strip so neoprene seal is compressed approximately 10 percent by threshold for entire length of seal but will not contact carpet. END OF SECTION No da tow Rexburg Idaho Temple 1 Section 08718 Non -Patron Waiting Door Rexburg, ID April 2009 Accessories aw BLANK PAGE Rexburg Idaho Temple 2 Section 08718 Non -Patron Waiting Door Rexburg, ID April 2009 Accessories SECTION 08810 GLASS ,ow PART 1 GENERAL 1.1 SUMMARY tow A. Includes But Not Limited To 1. Quality of glazing used in doors. to B. Related Sections 1. Section 06456 - Installation of glazing in Custom Flush Wood Doors 2. Section 12170 - Furnishing of Art Glass 1.2 REFERENCES A. American Society For Testing And Materials 1. ASTM C 1036-91 (1997), 'Standard Specification For Flat Glass' 2. ASTM C 1048-97b, 'Standard Specification For Heat -Treated Flat Glass -Kind H, Kind FT Coated and Uncoated Glass' 3. ASTM E 774-97, 'Standard Specification for Sealed Insulating Glass Units' 1.3 QUALITY ASSURANCE A. Regulatory Requirements - Glazing shall meet applicable requirements of Federal Consumer Product Safety Standard 16CFR1201. B. Manufacturer's Labels - Labels showing strength, grade, thickness, type, and quality are required on each piece of glass. PART 2 PRODUCTS 2.1 MATERIAL A. Door Glazing 1. Thickness - 114 inch 2. Glazing shall have following characteristics - a. Clear - Tempered meeting requirements of ASTM C 1048, Kind FT, Condition A, Type I, Class I, Quality q3. 2.2 FABRICATION A. Except where glass exceeds 66 inches in width, cut clear glass so any wave will run horizontally when glazed. PART 3 EXECUTION - Not Used WW 60 END OF SECTION ow Rexburg Idaho Temple 1 Section 08810 Non -Patron Waiting Door No Rexburg, ID April 2009 Glass BLANK PAGE Rexburg Idaho Temple 2 Section 08810 Non -Patron Waiting Door Rexburg, ID April 2009 Glass 00 SECTION 09382 STONE TILES WW PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install stone floor tiles as described in Contract Documents, including setting materials and accessories. B. Related Sections wrd 1. Section 09750 - Decorative Stone 1.2 SUBMITTALS b•+ A. Product Data 1. Manufacturer's literature for each component of system. 2. Cleaning and maintenance instructions 3. Color and pattern selections B. Samples - Samples of tile for approval before delivery of material to Project site. Installed tile shall match approved samples. 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in their original unopened containers with labels intact until time of use. Store and handle materials in manner to prevent damage or contamination by water, freezing, or foreign matter. PART 2 PRODUCTS 2.1 MATERIALS A. General 1. Texture and color variation shall be within limits established by Architect's approved sample. 2. Free of defects that would materially impair strength, durability, and appearance. B. Stone Floor And Wall Tiles 1. Sizes - As scheduled and detailed on Drawings. 2. Thickness - 1 /2 inch or as scheduled 3. Finishes - a. Floor tiles - Honed, Polished and Custom Texture as per Architects sample.. ' C. Approved Products - As indicated on Drawings D. Match existing. PART 3 EXECUTION 3.1 INSPECTION A. Prior to commencing stone installation work, inspect surfaces to receive stone and notify Architect in �•+ writing of defects or conditions that will prevent satisfactory installation. Rexburg Idaho Temple 1 Section 09382 Non -Patron Waiting Door Rexburg, ID April 2009 Stone Tiles B. Installation work shall not proceed until satisfactory conditions are provided. 1. Sub -floor Surfaces - 1 /8 inch in 10 feet from required plane. 2. Plane of Vertical Surfaces - 1/8 inch in 8 feet from required plane. 3. Plumb and true with square corners. 3.3 PREPARATION A. Grounds, anchors, plugs, hangers, door frames, electrical, mechanical, and other work in or behind stone shall be installed before stone installation is started. B. Center and balance areas of stone tiles, if possible. 3.4 PROTECTION A. Apply protective covering to flooring to protect surface from construction and traffic of other trades. B. Provide temporary filler of plywood or fiberboard in recess and cover with plywood protective flooring. Maintain protection until installation of floor matting. END OF SECTION Rexburg Idaho Temple 2 Section 09382 Non -Patron Waiting Door Rexburg, ID April 2009 Stone Tiles r. 401 66 45; SECTION 09750 DECORATIVE STONE PART 1 GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Stone plinth block at door casings and corner trim �.+ 2. Stone base 3. Stone threshold. B. Related Sections 1. Section 06401 - Installation of stone veneer facing in architectural woodwork. 1.2 SUBMITTALS A. Product Data 1. Supplier's literature or cut sheet 2. Color and type selection B. Samples 1. Show full range extent for color, texture, grain and etc. 2. Label with name group classification, Project name, and name of subcontractor and fabricator. C. Quality Assurance / Control - Provide certification that stone supplied under this Section is from same source and batch as stone provided under other Sections for interior stone. 1.3 DELIVERY, HANDLING, AND STORAGE A. Deliver materials to Project Site in undamaged condition Properly package material to ensure protection in transit. B. Acceptance At Site 1. Carefully inspect each piece of stone delivered to site to ensure they are specified sizes, clean, stain free, and whole without cracks, chips, or mars of any kind. 2. Damaged, dirty, stained, or irregular stone shall be sufficient reason for rejection. 3. Owner will provide independent random special inspections as needed. C. Store and handle stone to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, breakage, chipping, or other causes. 1. Store to give proper protection from staining, accumulation of dirt, or physical damage. 2. Protect stored stone from weather with waterproof, non -staining covers or enclosures, but allow air to circulate around stones. e" 1.4 MAINTENANCE A. Extra Materials - Provide sufficient excess veneering materials to avoid construction delays due to normal breakage or defect rates reasonably expected for this work. aw Rexburg Idaho Temple 1 Section 09750 Non -Patron Waiting Door Rexburg, ID April 2009 Decorative Stone PART 2 PRODUCTS 2.1 MATERIALS A. Stone Dimensions 1. Base, Trim, - Length, width, and thickness as detailed on the Drawings 2. Stone Facing, veneer - Length, width, and thickness as detailed on the Drawings. 3. Stone Threshold — Length, width, and thickness as detailed on the Drawings. B. Finish - Polished C. Approved Stone Type And Supplier - As scheduled on Drawings. D. Match existing. PART 3 EXECUTION 3.1 REPAIR 1 RESTORATION A. Replace stone damaged, stained, or marred during installation being certain replacement stone perfectly matches surrounding stone. 3.2 INSTALLATION OF DECORATIVE STONE VENEER A. Adhere stone to substrates with silicone latex adhesive. B. Approved Products - 1. Quality Standard - a. Adhesive - Dow Corning #756 b. Joints -Dow Corning #795 c. Color - As selected by the Architect. C. Test material to verify that silicone adhesive will not stain stone. 3.3 CLEANING A. After installation of each type of stone, clean with water and mild detergent to remove dirt and grit. Leave stone surfaces, grout, and sealant clean. END OF SECTION k" Rexburg Idaho Temple 2 Section 09750 Non -Patron Waiting Door Rexburg, ID April 2009 Decorative Stone Aw SECTION 09936 INTERIOR CLEAR FINISHED HARDWOOD MW PART 1 GENERAL 1.1 SUMMARY #am A. Includes But Not Limited To 1. Preparing and finishing of new interior clear finished hardwood as described in Contract how Documents. B. Related Sections 1. Section 06401 - Shop finished architectural woodwork 1=6 2. Section 06456 - Shop finished flush wood doors. 1.2 SYSTEM DESCRIPTION lmd A. Performance Requirements - Substitution of lacquer for specified products and systems is not allowed under any circumstances. 'WW B. Use MPI(a) INT 6.3E Polyurethane Varnish Finish system for new work and MPI(r) RIN 6.3E Polyurethane Varnish Finish system for previously finished work where existing finish is not removed. C. Use MPI Premium Grade finish requirements for new work and existing work where existing finish is '�' removed. Use MPI Custom Grade requirements without stain for sound existing work. 1.3 QUALITY ASSURANCE A. Field Samples 1. Before performing work of this Section, prepare control sample to match sample available from Architect and to be used as finishing standard for interior clear finished hardwood. Control sample 'Law shall consist of 12 inch by 12 inch plywood with veneer of same species as woodwork to be finished. 2. Painter shall attend progress meeting held prior to preparation of control sample. Architect will review requirements to insure that control sample will be prepared using specified products and procedures. 3. Architect will inspect control sample at progress meeting following preparation of control sample. a. When sample is approved, work of this Section may proceed. b. Approved sample will be kept at site at all times work of this Section is being performed. PART 2 PRODUCTS A. Gloss I Sheen Level Required - Satin NEW B. Products listed in edition of MPI Approved Product List current at time of bidding and later and following products are approved, providing they meet VOC requirements in force where Project is located. C. Finish Coats - MPI Product 56 wid 2.2 MIXES A. Dye And Stain - Dye, where required, may be reduced as recommended by Manufacturer and applied separately from stain, or mixed with stain by supplier for single step application. B. Stain Color - Match existing. Provide control sample to be approved by Architect. WW Rexburg Idaho Temple 1 Section 09936 Non -Patron Waiting Door Rexburg, ID April 2009 Interior Clear Finished Hardwood PART 3 EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions 1. Using wood element which is a none used mock-up, apply finish as specified for the specified work. a. Notify Architect immediately with preliminary results of testing. b. Within four days of test, meet with Architect and finish applicator to evaluate test results and performance of specified finish system. If specified system is not satisfactory, revised finish system will be determined and specified. 3.2 APPLICATION A. General - See appropriate paragraphs of Section 09901. 1. Putty nail holes in wood after application of stain using natural colored type to match wood stain color. Bring putty flush with adjoining surfaces. B. New Work 1. Sand entire surface of item to be finished lightly with 120 to 150 non-stearated sandpaper and clean before applying dye or stain. Scuff sand with 220 non-stearated sandpaper between application of stain and first finish coat. 2. Apply dye / stain in accordance with Manufacturer's recommendations and as necessary to attain correct color. 3. Where back -priming is required, apply one coat of finish material. C. Protection 1. Remove rags and waste used in staining and finishing operations from building each night. 2. Protect other finish work and adjacent materials. Do no splatter, drip, or stain surfaces not intended to be stained and finished. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 2 Section 09936 April 2009 Interior Clear Finished Hardwood low V SECTION 12170 ART GLASS PART 1 GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Decorative art glass panels. B. Related Sections 1. Sections 06201 - Installation in Architectural Woodwork 1.2 SUBMITTALS imi A. Shop Drawings - Show glass design for each opening as well as size and shape. B. Quality Assurance / Control - Provide Fabricator's written instructions for installation and for maintenance of art glass panels. 1.3 QUALITY ASSURANCE +•+ A. Installation Requirements - Workmanship shall equal recommendations of Stained Glass Marketing Council. ao 1.4 WARRANTY A. Fabricator's standard written five year warranty for materials and workmanship. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Art Glass Panel 1. Thickness —1 3/8" total. 2. Glazing shall have the following characteristics — a. '/4' clear tempered meeting requirements of ASTM C 1048, Kind FT, Condition A, Type 1, Class 1, Quality q3. b. Interior Art Glass — 7/8" 3. Finish design and color to match existing. 4. Sealed glazing units meeting requirements of ASTM E774. Class A. B. Approved Products 1. Holdman Studios, Lehi, Utah (801)766-4111 2.2 FABRICATION A. General - Ship glazing panel units to job site in sufficient time to install art glass and glazing to meet Project schedule requirements. B. Fabricate glazing panels to be compatible with interior woodwork, exterior windows and entrances, including frames and standard glass, specified in appropriate Section. C. Coordinate fabrication of art glass panel units with Woodwork Manufacturers. PART 3 EXECUTION - Not Used END OF SECTION Rexburg Idaho Temple 1 Section 12170 Non -Patron Waiting Door Rexburg, ID April 2009 Art Glass BLANK PAGE Rexburg Idaho Temple 2 Section 12170 Non -Patron Waiting Door Rexburg, ID April 2009 Art Glass RexburgIdaho Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS NON -PATRON WAITING DOOR PROJECT MANUAL Architect Project Number: 09044 MAY 14 P009 D CITY OF R,Q' 'UDC Architect: A R C H I T E C T U R A L nexus Architectural Nexus 595 S. Riverwoods Parkway Suite 250 Logan, UT 84321 435.753.2141 LICENSED 435.752A160 ARCHITECT Bob Petroff e-mail: bpetroff(a)archnexus.com AR-98 I ow TABLE of CONTENTS wd COVER TABLE OF CONTENTS w+ BIDDING REQUIREMENTS INVITATION TO BID wo INSTRUCTIONS TO BIDDERS CONTRACT INFORMATION CONTRACTOR BID PROPOSAL — MAINTENANCE PROJECT AGREEMENT DIVISION 01: GENERAL REQUIREMENTS 01 100 SUMMARY �+ 01 300 ADMINISTRATIVE REQUIREMENTS 01 400 QUALITY REQUIREMENTS 01 500 TEMPORARY FACILITIES AND CONTROLS 01 600 PRODUCT REQUIREMENTS 01 700 EXECUTION REQUIREMENTS �•+ DIVISION 06: WOOD, PLASTICS, AND COMPOSITES 06100 ROUGH CARPENTRY 06 090 WOOD AND PLASTIC FASTENINGS 06 110 WOOD FRAMING 06200 FINISH CARPENTRY wMi 06 201 GENERAL FINISH CARPENTRY REQUIREMENTS 06 202 FINISH HARDWARE INSTALLATION ow 06400 ARCHITECTURAL WOODWORK 06 401 GENERAL ARCHITECTURAL WOODWORK REQ „w 06 451 STANDING AND RUNNING TRIM / PREMIUM 06 456 CUSTOM FLUSH WOOD DOORS / APPLIED WOOD MOLDINGS 06 461 NON -RATED WOOD DOOR FRAMES e.l DIVISION 07: THERMAL AND MOISTURE PROTECTION No 07900 JOINT PROTECTION 07 921 JOINT SEALANTS ww "" Rexburg Idaho Temple 1 Non -Patron Waiting Door, Rexburg, ID April 2009 Document 00 0110 Table of Contents Mw DIVISION 08: OPENINGS 08700 HARDWARE 08 701 GENERAL HARDWARE REQUIREMENTS 08 711 HANGING DEVICES 08 713 OPERATING TRIM 08 715 CLOSING DEVICES 08 718 ACCESSORIES 08 800 GLAZING 08 810 GLASS DIVISION 09: FINISHES 09300 TILING 09 382 STONE TILES 09 750 DECORATIVE STONE 09900 PAINTS AND COATINGS 09 936 INTERIOR CLEAR FINISHED HARDWOOD DIVISION 12: FURNISHINGS 12100 WINDOW TREATMENTS 12170 ART GLASS END OF TABLE OF CONTENTS Rexburg Idaho Temple 2 Document 00 0110 Non -Patron Waiting Door, Rexburg, ID April 2009 Table of Contents No am BIDDING REQUIREMENTS, md hod ow do uo bod md low ww ow imm wr md im SAMPLE FORMS, ETC. FOR MAINTENANCE PROJECT (U.S.) TSS-LEG-0100-US Rev. A BLANK PAGE TSS-LEG-0100-US Rev. A ma INVITATION TO BID (U.S.) 1. PROJECT: Rexburg Idaho Temple Non -Patron Wating Door 2. LOCATION: �r 750 South 200 East Rexburg, ID 83440 3. OWNER: Corporation of the President of The Church of Jesus Christ of Latter-day Saints ("COP") 50 East North Temple Street Salt Lake City, Utah 84150 Owners Representative: Mike Ingram Rexburg Temple Engineer 750 South 200 East Rexburg, ID 83440 T. 208-360-5334 � e-mail: rexbu-engO-Idschurch.orq 4. CONSULTANT: ow Architectural Nexus 595 South Riverwoods Parkway, Suite 250 Logan, Utah 84321 ` o p. 435.753.2141 f. 435.752.4160 how Architect: Bob Petroff bi)etrofE@archnexus.com Project Manager: Brent Davies bsdavies(a)_archnexus.com 5. CONTRACTOR: Jacobsen Construction Company, Inc. 3131 West 2210 South PO Box 27608 Salt Lake City, UT 84127-0608 T 801-973-0500 F 801-973-7496 Project Manager: Kirk Dickamore kdickamore@jacobsenconstruction.com 6. DESCRIPTION OF PROJECT: A. Decorative door and sidelights (art glass) at non -patron waiting entrance. I" 1 6W 7. TYPE OF BID: Bids will be on a lump -sum basis. Segregated bids will not be accepted. 8. TIME OF COMPLETION: The time limit for actual construction on site to be Fifteen (15) calendar y days starting August 3, 2009 and ending August 17, 2009. a. Overall duration of project will start from Notice to Proceed (issued no later than May 12, r 2009) with Final Completion no later than August 17, 2009. 9. BID OPENING: Bids for sub -contractors will be receive at time and place determined by Jacobsen Construction Company, Inc. Project Manager.. at the office of the Architect, Architectural Nexus, 595 South Riverwoods Parkway (80 East), Suite 250, Logan, Utah 84321. Bids will be publicly opened at time and place noted. r. 10. BIDDING DOCUMENTS: A. Bidding Documents will be provided to invited bidders by Jacobsen Construction Company, Inc.. r' 11. BIDDER'S QUALIFICATIONS: Bidding by the Contractors will be by invitation only. r 12. COP'S RIGHT TO REJECT BIDS: COP reserves the right to reject any or all bids and to waive any irregularity therein. END OF DOCUMENT r. r W6 2 No Wd INSTRUCTIONS TO BIDDERS(u.s.) 1. DOCUMENTS: A. Bidding Documents include Bidding Requirements and proposed Contract Documents. am Proposed Contract Documents consist of: 1. Contractor's Bid Proposal and Maintenance Project Agreement 2. Other documents included by reference 3. Addenda. wo B. Bidding Requirements are those documents identified as such in proposed Project Manual. �•+ C. Addenda are written or graphic documents issued prior to execution of the Contract which modify or interpret the Bidding Documents. They become part of the Contract Documents as noted in the Contractor's Bid Proposal and Maintenance Project Agreement upon execution of the Agreement by COP. 2. BIDDER'S REPRESENTATIONS: MW A. By submitting a bid proposal, bidder represents that 1. Bidder has carefully studied and compared Bidding Documents with each other. Bidder understands the Bidding Documents and the bid is fully in accordance with the requirements of those documents, 11° 2. Bidder has thoroughly examined the site and any building located thereon, has become familiar with local conditions which might directly or indirectly affect contract work, and has correlated its personal observations with requirements of proposed Contract Documents, and 3. Bid is based on materials, equipment, and systems required by Bidding Documents without exception. 3. BIDDING DOCUMENTS: A. Copies WW 1. Bidding Documents will be provided as set forth in the Invitation to Bid. 2. Partial sets of Bidding Documents will not be issued. B. Interpretation or Correction Of Bidding Documents ` W 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. ow C. Substitutions and Equal Products 1. Equal products may be approved upon compliance with Contract Document requirements. bw 2. Base bid only on materials, equipment, systems, suppliers or performance qualities specified in the Bidding documents. 3. Where a specified product is identified as a "quality standard", products of other ,nd manufacturers that meet the performance, properties, and characteristics of the specified "quality standard" may be used without specific approval as a substitute. 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. Now TSS-LEG-100-US Rev. A I" 00 4. BIDDING PROCEDURES: A. Form and Style Of Bids 1. Use COP's Bid Form titled "Contractor's Bid Proposal And Maintenance Project Agreement". 2. Bid will be complete and executed by authorized representative of Bidder. 3. Do not delete from or add to the information requested on bid form. B. Submission of Bids 60 1. Submit bid in sealed opaque envelope containing only bid form. 2. It is bidder's sole responsibility to see that its bid is received at or before the specified time. Bids received after specified bid opening time may be returned to bidders unopened. 3. No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications, or cancellations will be considered. r. C. 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 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. Acceptance of Bid y 1. No bidder will consider itself under contract after opening and reading of bids until COP accepts Contractor's Bid Proposal by executing same. 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. FORM OF AGREEMENT BETWEEN COP AND CONTRACTOR: y A. Agreement form will be "Contractor's Bid Proposal and Maintenance Project Agreement" provided by COP. V 7. MISCELLANEOUS: A. Examination Schedule for Existing Building and Site, by appointment only. Mike Ingram, Rexburg Temple Engineer, 208-360-5334. B. Bid Description: This project will be a Base Bid. END OF DOCUMENT TSS-LEG-100-US Rev. A 0" ww CONTRACTOR BID PROPOSAL AND MAINTENANCE PROJECT AGREEMENT (U.S. TEMPLES) Corporation of the President of The Church of ,Jesus Christ of Latter-day Saints ("COP") and the undersigned Contractor ("Contractor") hereby agree as follows: 1. Proiect Site. Property Number: Address: 750 South 200 East, Rexburg, ID 83440 �+ Project Type: Temple Upgrades Project Name: Rexburg Idaho Temple Non -Patron Waiting Door. 2. Scone of the Work. Contractor will furnish all labor, materials, and equipment necessary to complete the Work in accordance with the Contract Documents. The Work is all labor, materials, equipment, construction, and services required by the Contract Documents. WW ON i" 3. Contract Documents. Contract Documents consist of: a. This Agreement; b. The Specifications (Division 01 and Divisions 06, 07, 08 09.12) c. Drawings entitled G001 Cover Sheet, A101 Partial Main Floor Plan. A251 Interior Elevation. A601 Door Twe A602 Door Detail. A603 Door Detail, A604 Door Detail, A605 Door Detail and dated April 2009. d. Addendum No. dated ; aw two im aw Wd MW ow tw No ;and e. All written Field Changes, written Construction Change Directives and written Change Orders when prepared and signed by COP and Contractor. Compensation. COP will pay Contractor for performance of Contractor's obligations under the Contract Documents the sum Of Dollars ($) . This is the Contractor's Bid Proposal Amount. Payment. a. If the Contractor's Bid Proposal Amount is over $50,000, Contractor will submit to COP a schedule of values which allocates the Contractor's Bid Proposal Amount to various portions of the Work. This schedule, when accepted by COP will be used as a basis for reviewing Contractor's payment requests. b. Not more than once each month, Contractor will submit a payment request to COP. COP will pay Contractor for work completed within thirty (30) days after COP receives: (1) Contractor's payment request for work to date; (2) a certification by Contractor that Contractor has paid for all labor, materials, and equipment relating to the Work covered by prior payment requests and that Contractor will pay for all labor, materials, and equipment relating to the Work covered by the current payment request; and (3) releases of all mechanics' liens and claims of subcontractors, laborers, or material suppliers who supplied labor and/or materials for the Work covered by the payment request. COP may modify or reject the payment request if, in COP's opinion, the Work for which payment is requested is not acceptable or is less complete than represented on the payment request. 6. Extras and Chanoe Orders. COP may order changes in the Work by altering, adding to, or deducting from the Work. In the event of such a change, Contractor's compensation and/or the time of completion will be adjusted to reflect the change. Contractor will not commence work on any change until either: (a) Contractor and COP have agreed In writing to the amount of the adjustment resulting from the change; or (b) COP has issued an order for the change acknowledging that there is a dispute regarding the compensation adjustment relating to the change. If Contractor proceeds with a change in the Work without complying with the preceding sentence, Contractor agrees that it will not be entitled to any additional compensation for such change. 7. Correction of Work. Contractor will promptly correct, at its own expense, (a) any portion of the Work which 1) fails to conform to the requirements of the Contract Documents, or 2) is rejected by the COP as defective or because it is damaged or rendered unsuitable during installation or resulting from failure to exercise proper protection. (b) any defects due to faulty materials, equipment, or workmanship which appear within a period of one year from the date of Substantial Completion or within such longer period of time as may be prescribed by law or the terms of any applicable special warranty required by the Contract Documents. Time of Completion. Contractor will complete the Work and have it ready for COP's inspection within on or before August 17, 2009 69P. Time is of the essence. If Contractor is delayed at any time in the progress of the Work by any act or neglect of COP, or by changes in the Work, or by strikes, lockouts, unusual delay in transportation, unavoidable casualties, or acts of nature beyond Contractor's control, then the time for completion will be extended by the time that completion of the Work is delayed. However, Contractor expressly waives any damages for any such delays other than those delays willfully caused by COP. 9. Permits, Surveys, and Taxes. Contractor will obtain and pay for all permits and licenses, and also pay any applicable taxes. Contractor will also obtain and pay for any surveys it needs to perform the Work. Contractor will conform to all ordinances and covenants governing the Project Site and/or Work. 10. Payment of Subcontractors and Materialmen. Contractor will promptly pay for all labor, materials, and equipment used to perform the Work. 11. Independent Contractor Relationship. The parties expressly agree that Contractor is not an agent or employee of COP, Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-day Saints ("CPB"), and/or Temple Corporation ('TC"), but is an independent contractor and solely responsible for ail expenses relating to Contractor's business. 12. Contractor's Insurance. Prior to performing any work, Contractor will obtain the following minimum insurance coverages, which Contractor will maintain during the term of this Agreement: a. Workers' Compensation Insurance with minimum statutory limits of the State where the Property is located, and Employers' Liability Insurance. Version: 9-6-06 Printed date: 4/24/2009 4:05:24 PM Page 1 of 3 W6 L:12009109044 Rexburg Temple Non Patron Door\Specifications\TempleContract BidProposalandMaintenanceProjectAgreement.doc b. Commercial General Liability Insurance, Insurance Services Office (ISO) form Commercial General (CG) 00 01 (11193) or an equivalent, occurrence policy with limits of not less than One Million Dollars ($1,000,000) per occurrence ($2,000,000 per occurrence if hot work is involved) and Two Million Dollars ($2,000,000) in the aggregate. Contractor's insurer will add COP, CPB, and TC as additional insureds on this policy using ISO endorsement CG 2010 (10193) or its equivalent. c. Automobile Liability Insurance with at least One Million Dollars ($1,000,000) combined single limit coverage. This coverage will be for "any auto" for which Contractor may be legally responsible. Contractor will give evidence of these insurance coverages by providing an ACORD 25-S certificate or its equivalent to COP. This certificate will contain a cancellation clause of the certificate amended to read: "Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will mail 30 days prior written notice to the certificate holder names to the left.". At Contractor's option, Contractor may submit this certificate annually to be on file with COP to coverall maintenance projects that Contractor performs for COP. 13. Indemnity and Hold Harmless. a. Contractor will indemnify and hold harmless COP. CPB, and TC as well as COP's, CPB's, and TC's respective representatives, employees, agents, architects, and consultants from and against any and all claims, damages, liability, demands, costs, judgments, awards, settlements, causes of action, losses and expenses (collectively "Claims" or "Claim"), including but not limited to attorney fees, consultant fees, expert fees, copy costs, and other expenses, arising out of or resulting from performance of the Work, attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of real or personal property, including loss of use resulting therefrom, except to the extent that such liability arises out of the negligence of COP, CPB, and/or TC, their respective representatives, agents, and employees. This indemnity includes, without limitation, indemnification of COP, CPB, and TC from all losses or injury to COP's, CPB's, and/or TC's property, except to the extent that such loss or injury arises out of the negligence of COP, CPB, and/or TC, their respective representatives, agents, and employees. This indemnity applies, without limitation, to include Claims occurring both during performance of the Work and/or subsequent to completion of the Work. In the event that any Claim is caused in part by a party indemnified hereunder, that party will bear the cost of such Claim to the extent it was the cause thereof. In the event that a claimant asserts a Claim for recovery against any party indemnified hereunder, the party indemnified hereunder may tender the defense of such Claim to Contractor. If Contractor rejects such tender of defense and it is later determined that the negligence of the party indemnified hereunder did not cause all of the Claim, Contractor will reimburse the party indemnified hereunder for all costs and expenses incurred by that party in defending against the Claim. Contractor will not be liable hereunder to indemnify any party for damages resulting from the sole negligence of that party. b. In addition to the foregoing, Contractor will be liable to defend COP, CPB, and TC in any lawsuit filed by any Subcontractor relating to the Project. Where liens have been filed against COP's, CPB's, and/or TC's property, Contractor (and/or its bonding company which has issued bonds for the Project) will obtain lien releases and record them in the appropriate county and/or local jurisdiction and provide COP, CPB, and/or TC with a title free and clear from any liens of Subcontractors. In the event that Contractor and/or its bonding company are unable to 1 Hot work is any operation that produces flames, sparks, or heat from cutting, welding, brazing, grinding, soldering, or otherwise. obtain a lien release, COP, CPB, and/or TC in its absolute discretion may require Contractor to provide a bond around the lien or a bond to discharge the lien, at Contractor's sole expense. c. In addition to the foregoing, Contractor will indemnify and hold COP, CPB, and TC harmless from any claim of any other contractor resulting from the performance, nonperformance or delay in performance of the Work by Contractor. d. The indemnification obligation herein will not be limited by a limitation on the amount or type of damages, compensa- tion or benefits payable by or for Contractor or a Subcontractor under worker's compensation acts, disability benefit acts, or other employee benefit acts. U. Resolution of Disputes. In the event there is any dispute arising under the Contract Documents which cannot be resolved by agreement between the parties, either party may submit the dispute with all documentation upon which it relies to the director of temple facilities and director of temple finance (controller), Temple Department, 50 East North Temple, e Floor, Salt Lake City, Utah 84150, who will convene a dispute resolution conference within thirty (30) days. The dispute resolution conference will constitute settlement negotiations and any settlement proposal made pursuant to the conference will not be admissible as evidence of liability. In the event that the parties do not resolve their dispute pursuant to the dispute resolution conference, either party may commence legal action to resolve the dispute. Any such action must be commenced within six (6) months from the first day of the dispute resolution conference or be time barred. Submission of the dispute to the Temple Department directors as outlined above is a condition precedent to the right to commence legal action to resolve any dispute. In the event that either party commences legal action to adjudicate any dispute without first submitting the dispute to the afore mentioned Temple Department directors, the other party will be entitled to obtain an order dismissing the litigation without prejudice and awarding such other party any costs and attorneys fees incurred by that party in obtaining the dismissal, including without limitation copy costs, and expert and consultant fees and expenses. 15. Termination of Agreement by Contractor. In the event COP materially breaches any term of the Contract Documents, Contractor will promptly give Written Notice of the breach to COP. If COP fails to cure the breach within ten (10) days of the Written Notice, Contractor may terminate the Agreement by giving Written Notice to COP and recover from COP the percentage of the Contract Sum represented by the Work completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination prior to completion of the Work, less any offsets. Contractor will not be entitled to unearned profits or any other compensation or damages as a result of the termination and hereby waives any claim therefor. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation, Contractor's Indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 16. Termination of Agreement by COP for Cause. Should Contractor make a general assignment for the benefit of its creditors, fail to apply enough properly skilled workmen or specified materials to properly prosecute the Work in accordance with Contractor's schedule, or otherwise materially breach any provision of the Contract Documents, then COP may, without any prejudice to any other right or remedy, give Contractor Written Notice thereof. If Contractor fails to cure its default within ten (10) days, COP may terminate this Agreement by giving Written Notice to Contractor, take possession of the premises and all materials, tools, and appliances thereon, and finish the Work by whatever method COP deems expedient. In v io r ear imo r 60 No IM7 am eo Version: 9-6-06 Printed date: 4/2412009 4:05:24 PM Page 2 of 3 L:12009109044 Rexburg Temple Non Patron Door\Specifcations\TempleContract BidProposalandMaintenanceProjectAgreement.doc L� ho wo ud ho ami do 00 00 tEd 00 M4 ad tw WW ho as such case, Contractor will not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Sum exceeds the expense of finishing the Work, including compensation for additional administrative, architectural, consultant, and legal services (including without limitation attorneys fees, expert fees, copy costs, and other expenses), such excess will be paid to Contractor. If such expense exceeds the unpaid balance, Contractor will pay the difference to COP. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. Without limitation, Contractor's indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 17. Termination of Agreement by COP for Convenience. Notwithstanding any other provision contained in the Contract Documents, COP may, without cause and in its absolute discre- tion, terminate the Agreement at any time. In the event of such termination, Contractor will be entitled to recover from COP the percentage of the Contract Sum equal to the percentage of the Work which COP and/or its architect determines has been completed on the Project site as of the date of termination together with any out of pocket loss Contractor has sustained with respect to materials and equipment as a result of the termination prior to completion of the Work, less any offsets. Contractor will not be entitled to unearned profits or any other compensation as a result of the termination and hereby waives any claim therefor. Contractor will provide to COP all warranty, as built, inspection, and other close out documents as well as materials that Contractor has in its possession or control at the time of termination. COP may, in COP's sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor. Without limitation, Contractor's indemnities and obligations as well as all warranties relative to Work provided through the date of termination survive a termination hereunder. 18. Assignment. The parties hereto will not assign any rights or obligations under this Agreement without the prior written consent of the other party. 19. Entire Agreement. The Contract Documents reflect the full agreement of the parties with respect to the Project and the Work and supersede all prior discussions, agreements, and representations regarding the subject matter of the Contract Documents. The Contract Documents may be amended only in a written document signed by both parties hereto. 20. Applicable Law. The parties acknowledge that the Contract Documents have substantial connections to the State of Utah. The Contract Documents will be deemed to have been made, executed, and delivered in Salt Lake City, Utah. To the maximum extent permitted by law, (i) the Contract Documents and all matters related to their creation and performance will be governed by and enforced in accordance with the laws of the State of Utah, excluding conflicts of law rules, and (ii) all disputes arising from or related to the Contract Documents will be decided only in a state or federal court located in Salt Lake City, Utah and not in any other court or state. Toward that end, the parties hereby consent to the jurisdiction of the state and federal courts located in Salt Lake City, Utah and waive any other venue to which they might be entitled by virtue of domicile, habitual residence, place of business, or otherwise. 21. Attorney Fees. Should either party commence to enforce or rescind any term of the Contract Documents, the prevailing party will be entitled to recover its attorneys fees and costs, including without limitation all copy costs and expert and consultant fees and expenses, in that action and on all appeals, from the other party. 22. Bid Proposal/Agreement. Contractor's submission to COP of this agreement signed by Contractor will constitute Contractor's offer and bid proposal to perform the Work described in this agreement according to the terms thereof. COP's signing of this agreement and delivery to Contractor of the signed copy thereof will constitute acceptance of Contractor's offer and will convert this document to a binding agreement. 23. Access. Contractor shall not access interior temple spaces without prior COP authorization, arrangement, and escort. COP: CONTRACTOR: Corporation of the President of Jacobsen Construction Company, Inc. The Church of Jesus Christ of Latter-day Saints, By: e Designated Representative Authorized Representative (Print Name:) Mike Ingram (Print Name:) Address: Rexburg Idaho Temple Title: 750 South 200 East Address: Rexburg, ID 83440 Telephone No: 208-360-5334 Telephone No: Date: Fed. I.D. or SSN: License No. Date: Mod Version: 9-6-06 Printed date: 4/24/2009 4:05:24 PM Page 3 of 3 L:\2009\09044 Rexburg Temple Non Patron Doo r\Specifications\TempleCo ntract-BidProposa land MaintenanceProjectAgreement.doc BLANK PAGE ral low DIVISION 01 MAINTENANCE PROJECT AGREEMENT (U.S. TEMPLES) MW GENERAL REQUIREMENTS 01100 SUMMARY 01300 ADMINISTRATIVE REQUIREMENTS WW 01400 QUALITY REQUIREMENTS 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS 01700 EXECUTION REQUIREMENTS ANN SECTION 01100 SUMMARY wo A. Provisions contained in Division 01 apply to all other sections and divisions of the Specifications. All instructions contained in the Specifications are directed to Contractor. Unless specifically provided otherwise, all obligations set forth in the Specifications are obligations of Contractor. cm B. Comply with applicable laws and regulations. C. No work will be performed that may pose an undue safety hazard to Contractor, Contractor's employees, or any other person. Contractor will ensure that Contractor, its agents, and employees comply with all applicable safety laws, standards, and requirements, while performing services under this agreement. Ind D. Separate contracts may be issued by COP for performance of certain construction operations at the 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 JEW its work with theirs where applicable. a" imi MW wo WW WW WN E. COP may provide furnishings and/or equipment for the Project. Contractor will receive, store, and protect such items on site until the date COP accepts the Project. F. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and employees: 1. Confine operations to areas within Contract limits as marked out with Owner. Do not disturb portions of site beyond Contract limits. Access into interior temple space will require valid temple recommend. 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 the Project Site. 4. Do not allow work on Project Site on Sundays except for emergency work with COP's approval. 5. Refrain from using profanity or being discourteous or uncivil to others on the Project Site and/or while performing the Work. 6. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on the Project Site. 7. Do not allow the playing of obnoxious and/or loud music on the Project Site. Do not allow the playing of any music within existing facilities. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 1 April 2009 Division 01 General Requirements hai V 8. Do not build fires on Project Site. 9. Reasonably accommodate use of existing facilities by COP. Temple operations will be on going except for the close down period. Please accommodate this function as much as possible. 10. Do not bring or allow weapons on the Project Site. 11. Do not take or use photograph(s) or other reproductions of the Work for publicity, advertising, or any other purpose whatsoever without prior written consent of COP (which consent may be granted or withheld at COP's sole and absolute discretion). 12. Display on their persons at all times while on the Property visible identification of their association with Contractor or Subcontractor (i.e., via uniform and/or identification card or badge). SECTION 01300 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 01400 QUALITY REQUIREMENTS A. Notify COP immediately if asbestos -containing materials or other hazardous materials are encountered while performing the work. B. Submit to COP 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. C. Provide inspections, tests, and similar quality -control services specified in individual Specification Sections and/or required by governing authorities, except where Specifications specifically state that COP or its consultants will perform such inspections. Cooperate with persons performing inspections, tests, and similar services and provide auxiliary services as reasonably requested. D. Upon completion of inspection, testing, sample -taking, and similar services, repair damaged construction and restore substrates and finishes. SECTION 01500 TEMPORARY FACILITIES AND CONTROLS A. COP 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. Existing lighting system may be used by Contractor. D. Contractor will use existing water supply for construction purposes to the extent of existing facilities. E. Contractor will provide and maintain temporary sanitary toilet. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 2 April 2009 Division 01 General Requirements imm i" iW .r im WW bw led F. Erect adequate barricades, warning signs, and lights necessary to protect persons from injury or harm. G. Contractor is responsible for the security of materials, tools, and equipment. Do not permit others to use building keys provided by COP. Safeguard building and contents while work is being performed and secure building when work is finished for the day. H. Protect existing trees and plants. Remove and replace vegetation that dies or is damaged beyond repair due to construction activities. I. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and reduce possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near site. Protect work, materials, apparatus, and fixtures from injury due to weather, theft, and vandalism. 'o SECTION 01600 PRODUCT REQUIREMENTS A. Provide products that comply with Contract Documents, are undamaged, and, unless otherwise hod 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. ift MW MA ow WW WW MW W" Uzi B. Install items furnished by COP or receive and store in safe condition items purchased directly by COP according to requirements of Contract Documents. SECTION 01700 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 Work is to be done. Notify COP 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 Work. Secure 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 recognized within the industry or local codes for that application. Refer questionable mounting height decisions to COP for final decision. F. Progress Cleaning 1. Keep premises reasonably 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 Substantial Completion. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 3 Division 01 April 2009 General Requirements 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 separate contract with COP and dispose of legally. G. Final Cleaning 1. Clean each surface or unit to condition expected in normal, commercial -building cleaning and maintenance program. Comply with manufacturer's instructions. Remove all rubbish from under and about building and leave building clean and habitable. 2. In addition to general cleaning noted above, perform cleaning for all trades at completion of work in areas where construction activities have occurred. 3, If Contractor fails to clean up, COP may do so and charge cost to Contractor. H. Completion Inspection 1. Upon 100 percent completion of Project, Contractor shall request a Substantial Completion Inspection. 2. COP will conduct Substantial Completion Inspection in presence of Contractor and furnish list of items to be corrected. 3. Contractor will notify COP in writing when items have been corrected. I. Warranties 1. When written guarantees beyond one year after substantial completion are required of any Section of the Work, Contractor will secure such guarantees and/or warranties properly addressed and signed and in favor of COP. Include these documents in Operations & Maintenance Manuals. 2. Delivery of guarantees and warranties will not relieve Contractor from any obligation assumed under any other provision of the Contract Documents. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF DOCUMENT 4 April 2009 Division 01 General Requirements no SECTION 06090 m, WOOD AND PLASTIC FASTENINGS PART 1 GENERAL cm 1.1 SUMMARY am A. Includes But Not Limited To 1. 'Quality of wood fastening methods and materials unless specified otherwise. B. Related Sections took 1. Nails specified in individual Sections where installed. tow PART 2 PRODUCTS 2.1 MATERIALS ow A. Fasteners And Adhesives 1. Self -drilling Wood Screws - Standard type and make for job requirements. W` PART 3 EXECUTION 3.1 ERECTION wo A. Secure fastener minimum of 16 inches on center for attachment of plywood to metal framing. no END OF SECTION am as mi to t" aw no Rexburg Idaho Temple 1 Section 06090 Non -Patron Waiting Door Rexburg, ID April 2009 Wood And Plastic Fastenings no BLANK PAGE Rexburg Idaho Temple 2 Non -Patron Waiting Door Rexburg, ID April 2009 i1 {�1 Section 06090 Wood And Plastic Fastenings SECTION 06110 Ogg ow PART 1 GENERAL 1.1 SUMMARY i" md No WOOD FRAMING A. Includes But Not Limited To 1. Furnish and install miscellaneous wood framing and blocking as described in Contract Documents. B. Related Sections 1. Sections Under 06050 Heading - Basic Wood And Plastics Materials And Methods a. Section 06090 - Wood And Plastic Fastenings 1.2 DELIVERY, STORAGE, AND HANDLING A. Protect lumber and sheathing and keep under cover in transit and at job site. B. Do not deliver material unduly long before it is required. C. Store lumber and sheathing on level racks and keep free of ground. Stack in such a manner as to insure proper ventilation and drainage. PART 2 PRODUCTS imi 2.1 MATERIALS A. Dimension Lumber am 1. Meet requirements of PS 20-70 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 or less in nominal thickness shall not exceed 19 percent in moisture content at tot time of fabrication and installation and be stamped 'S-DRY', 'K-D', or'MC15'. 4. Lumber shall be S4S. No 5. Backing or Blocking - WW a. 2x4 - Standard and better Douglas Fir, Southern Pine, HemFir, or StrandGuard by Trus Joist, Boise, ID (800) 338-0515 or (208) 364-1200 www.tjm.com b. 2x6 And Wider - No. 2 Douglas Fir, Southern Pine, HemFir., or MSR 1650f - 1.5e, or StrandGuard by Trus Joist, Boise, ID (800) 338-0515 or (208) 364-1200 www.tjm.com WW B. Blocking for Mounting Accessories / Equipment And for Gypsum Board Back Blocking - Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch. kni PART 3 EXECUTION WW 3.1 ERECTION A. General - Use pressure treated wood for wood members in contact with concrete, including wall, sill, i3w and ledger plates, door and window subframes and bucks, etc. M' Rexburg Idaho Temple 1 Section 06110 Non -Patron Waiting Door Rexburg, ID April 2009 Wood Framing No B. Interface With Other Work - 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. C. Accessory / Equipment Mounting And Gypsum Board Back Blocking (nailers) 1. Furnish and install blocking in metal framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Furnish and install back blocking in metal framing required for joints in gypsum wallboard. Ir.i D. Accessory / Equipment Mounting And Standing & Running Trim Blocking (nailers) 1. Furnish and install blocking in metal framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Attach blocking not installed with clips with two fasteners in each end of each piece of blocking. E. Furring Strips ins 1. On Steel - Nail or screw as required to secure firmly. END OF SECTION bw V r. i" low Rexburg Idaho Temple 2 Section 06110 Non -Patron Waiting Door Rexburg, ID April 2009 Wood Framing WW SECTION 06201 GENERAL FINISH CARPENTRY REQUIREMENTS isw PART 1 GENERAL b0i 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install following items as described in Contract Documents - a. Products installed but not supplied under this section. B. Products Installed But Not Supplied Under This Section 1. Wood Door Frames. 'r 2. Miscellaneous as specified elsewhere 1.2 REFERENCES A. Architectural Woodwork Institute 1. AW I, 'Architectural Woodwork Quality Standards, 7th Edition, Version 1.0, 1997' 1.3 SYSTEM DESCRIPTION A. Performance Requirements - AWI Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for installation of architectural woodwork. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 INSTALLATION A. General Installation 1. Install products under this section as designated by partnered Contractor. END OF SECTION imm MW W" WW no Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 1 Section O6201 April 2009 General Finish Carpentry Requirements BLANK PAGE Rexburg Idaho Temple 2 Section 06201 Non -Patron Waiting Door Rexburg, ID April 2009 General Finish Carpentry Requirements WW lod SECTION 06202 FINISH HARDWARE INSTALLATION PART 1 GENERAL MW 1.1 SUMMARY A. Includes But Not Limited To WW 1. Products Installed But Not Supplied Under This Section B. Products Installed But Not Supplied Under This Section 1. Finish hardware C. Related Sections 1. Section 07921 - Quality of sealants 2. Sections under 08700 heading - Furnishing of finish hardware. 1.2 SUBMITTALS A. Quality Assurance / Control 1. Inspection report verifying correct operation and adjustment of installed hardware. 2. Copy of 'Installation Guide for Doors & Hardware' by Door & Hardware Institute. Guide may be obtained from Door and Hardware Institute (DHI). 1.3 DELIVERY, STORAGE, AND HANDLING WES A. Keys, key delivery, and keying training are part of Bid Package am PART 2 PRODUCTS - NOT USED wo PART 3 EXECUTION - NOT USED END OF SECTION wo WW imw MW WW ON Rexburg Idaho Temple 1 Section 06202 Non -Patron Waiting Door Rexburg, ID April 2009 Finish Hardware Installation go Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID BLANK PAGE 2 April 2009 Section 06202 Finish Hardware Installation SECTION 06401 GENERAL ARCHITECTURAL WOODWORK REQUIREMENTS WW PART 1 GENERAL 1.1 SUMMARY wo A. Includes But Not Limited To 1. Fabrication, finishing, delivery to site, and installation of architectural woodwork as described in Contract Documents. tud 2. Install custom flush wood doors as described in Contract Documents. 3. Install art glass. WW B. Products Installed But Not Supplied Under This Section 1. Natural stone for floor base. C. Related Sections 1. Section 06110 - Blocking 2. Section 06456 - Wood Doors 3. Sections 06461- Wood Door Frames 4. Section 09750 - Decorative stone 5. Section 12170 — Art Glass D. Where room numbers are shown for locations of certain items in this Specification, it is done as an aid knd and is not intended to be inclusive. bw 1.2 REFERENCES A. Architectural Woodwork Institute 1. AWI Manual - Architectural Woodwork Quality Standards, 7th Edition, Version 1.0, 1997 o+ 1.3 SYSTEM DESCRIPTION A. Design Requirements WW 1. Conform to AWI Premium Grade as established in AWI Manual for fabrication and installation unless explicitly specified otherwise. 1.4 SUBMITTALS A. Product Data - Submit Manufacturer's product data for hardware to be used. bw B. Samples 1. Transparent Finishes - a. Solid Stock - 1 } Two samples measuring 3/4 inch by 4 inches by 18 inches for each wood species tow specified to receive clear finish. 2) Step finish samples at 3 inch intervals, progressing from finish sanded wood through each succeeding stage of specified finish for Architect's approval of finish process and final finish. °" ' b. Veneer Panel - 1 } Two samples measuring 8-1/2 inches by 18 inches for each species specified to receive clear finish. Samples to consist of specified veneer on specified MDF core. wo 2) Step finish samples at 2 inch intervals, starting at bottom of panel progressing from finish sanded veneer face through each succeeding stage of specified finish for Architect's approval of finish process and final finish. C. Closeout 1°W 1. Operations And Maintenance Data - a. Manufacturer's literature or cut sheets for hardware. Rexburg Idaho Temple 1 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. 1.5 QUALITY ASSURANCE A. Qualifications 1. Installation of Architectural Woodwork shall be responsibility of Architectural Woodwork manufacturer. If installation is to be performed by other than Architectural Woodwork Manufacturer's own employees, following shall apply - a. Manufacturer shall provide on -site supervisor full time to direct installation, final finish, and touch up of Architectural Woodwork. 1) Supervisor shall be full time employee of Architectural Woodwork Manufacturer with minimum five years experience installing and finishing work comparable to that specified in this Section. 2) Supervisor shall have authority to certify installation, final finish, and touch-up on behalf of Architectural Woodwork Manufacturer. b. installation shall be performed by personnel that have minimum five years experience installing Architectural Woodwork of comparable quality with ability to install work to meet specified standards. c. Installers shall be approved before delivery of Architectural Woodwork to site. 1.6 PROJECT CONDITIONS A. Project Environmental Requirements 1. Maintain ambient relative humidity at site, including storage and installation areas, between 25 and 55 percent before delivery and throughout process of installation. 2. Do not subject Architectural Woodwork to swings in temperature or humidity during storage, throughout process of installation, and through Substantial Completion. 3. Repair or replacement of damaged Architecture Woodwork caused by failure to meet specified environmental requirements will be at no cost to Owner. 1.7 DELIVERY, STORAGE, AND HANDLING A. Assemble and finish woodwork at factory and deliver to site ready for installation. B. Protect millwork from moisture and damage while in transit to job site. C. Store Architectural Woodwork in building in which it to be installed in room that is clean, dry, well ventilated, protected from direct sunlight, moisture, and damage, and kept broom clean. PART 2 PRODUCTS 2.1 MATERIALS A. Lumber 1. Species and Grade - a. Transparent Finish 1) Premium Grade - (a) Anigre quarter sawn, lightly figured. (b) Select solid wood for compatibility with preselected veneer species for each type. 2. Allowable Defects, Clear Finished Hardwood - a. AWI Premium Grade - 1) Tight knots not exceeding 1/8 inch in diameter. Loose knots are not permissible 2) Very slight gum pockets 3) Stains, streaks, worm holes, and other defects not mentioned are not permitted. 4) Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross grain are not considered defects. 5) Owner required enhancements - a) Patches (dutchmen) not apparent after finishing b) Checks or splits not exceeding 1/32 inch by 3 inches and not apparent after finishing. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 2 Section 06401 April 2009 General Architectural Woodwork Req. wo 6W .r No aw V bw Im .r rr Wd 6W 3. Length - a. Use maximum lengths possible, but not required to exceed 10 feet without joints. b. No joints closer than 6 feet in straight run. c. No joints permitted in door casings or door moldings, except miter joint at corners. 4. Moisture Content - 6 percent maximum at fabrication. 01W 2.2 FABRICATION A. Fabricate work in accordance with measurements taken on job site. `w B. Ease sharp corners and edges of exposed members to promote finishing and protect users from slivers. C. Join members by pressure process glue and lemon splines, or pressure glue and dowels. D. Finish Tolerances 1. AWI Premium Grade - a. No planer or molder marks (KCPI) or sanding chatter allowed. b. Sand all wood members and surfaces to 220 grit c. Flushness Variation - 0.001 inch maximum. d. Cross Sanding Scratches - None allowed e. Close match of grain and color from solid stock to panel products is required for Premium Grade, compatible match for Custom Grade. f. Putty is not acceptable as a wood filler. g. Neither putty nor wood filler shall be used to fill gaps or flush offsets. h. Owner required enhancements - 1) Maximum Gap - None allowed 2) Blind nail where natural and stain finished wood is used. We G. Install hardware in accordance with hardware manufacturer's directions. Leave operating hardware operating smoothly and quietly. No 2.3 FINISHES A. General 1. Finished wood surfaces, including trim shall be free of runs, streaks, sags, lint, fish eyes, overspray, and orange peel. 2. Match existing as approved by architect for stain color, texture, and degree of sheen. B. Transparent Finish 1. Architectural woodwork shall be pre -finished at Fabricator's facility. 2. Comply with AWI Finish System TR-2, Catalyzed Lacquer, TR-4 Conversion Varnish, or other product that has been shown to meet or exceed the performance characteristics of specified systems for hardness, durability, chemical resistance, water whiteness, build, and aesthetics of finished appearance. a. Finish thickness shall not exceed 5 mm, or finish manufacturer's recommendations. b. Staining shall be uniform, without streaks or light and dark patches. c. Finish sheen shall be satin, or 15 - 20 degrees on 60 degree gloss meter. d. Staining shall be transparent with no muddiness and shall preserve clarity of grain and figure. C. Visual Tests Applicable to Exposed Surfaces 1. Finished and installed Architectural Woodwork shall be examined with following results - a. AWI Premium Grade - ,,,p 1) Finish Sanding Scratches - Not permitted 2) Runs (Running of wet finish films in rivulets) - Not Permitted. 3) Blistering (Small, swelled areas like water blisters on human skin) - Not permitted 4) Checking, Crazing (Crowfeet separation or irregular line separation - Not permitted 5) Cracking (Formation like dried mud) - Not permitted. 6) Glue spots, putty spots, or smears - Not permitted. 7) AWI Premium Grade with Owner required enhancements - Rexburg Idaho Temple 3 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. a) Orange Peel (Slight depressions in surface, similar to skin of an orange) - Not permitted b) Sags (Partial slipping of finish film creating `curtain' effect) - Not permitted c) Blushing - Not permitted. PART 3 EXECUTION 3.1 APPROVED FABRICATORS A. Fetzer's Inc, Salt Lake City, UT (801) 484-6103 Attn: Duane Bowen. 3.2 EXAMINATION bw A. Site Verification of Conditions 1. Verify areas to receive Architectural Woodwork are fully enclosed with windows installed and glazed, exterior doors in place, HVAC systems operational, and temporary openings closed. `r 2. Verify walls, ceilings, floors, and openings are plumb, straight, in -line, and square before installing Architectural Woodwork. 3. Do not proceed with installation of Architectural Woodwork until unacceptable conditions have been corrected. Notify Architect in writing of non -complying conditions. 3.3 PREPARATION A. Do not proceed with installation of Architectural Woodwork until unacceptable conditions have been corrected. Notify Architect in writing of non -complying conditions. 3.4 INSTALLATION A. General 1. Installation standards for Architectural Woodwork shall be AWI Premium. W 2. Monitor temperature and humidity daily. Cease work and notify Architect immediately in writing should extremes in temperature or humidity occur. B. Standing and Running Trim 1. AWI Premium Grade - a. Exposed brad or screw holes are to be rendered unnoticeable by placement or by plugging or filling. b. Fastening points shall be concealed, filled, and finished to blend with adjacent finished woodwork. c. Use wax or or wood filler to fill and conceal screw or brad holes. Use of putty is not permitted. � d. Owner required enhancements - 1) Attach base moldings to walls with continuous concealed cleats. Screwing or nailing of base may occur only below base. C. Tolerances for field joints customarily exposed to view. 1. AWI Premium Grade - a. Wood to wood - low 1) Flushness Variation (maximum) - a) Flat Surface - 0.0025 inch. b) Shaped Surface - 0.012 inch. 2) Gap Width (maximum) - ir.r a) Flat Surface - 0.0025 inch. b) Shaped Surface - 0.0025 inchm. 3) Gap Length (maximum) - 30 percent of joint b. Wood to non -wood - 1) Flushness Variation (maximum) - a) Flat Surface - 0.015 inch b) Shaped Surface - 0.015 inch. 2) Gap Width (maximum) - a) Flat Surface - 0.015 inch. i Rexburg Idaho Temple 4 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. aNd Old od kNo WW Wd tow kow do bod Wd Wd k" Ind WW kow b) Shaped Surface - 0.015 inch. 3) Gap Length (maximum) - 30 percent of joint c. Non -wood to non -wood - 1 } Flushness Variation (maximum) - a) Flat Surface - 0.015 inch. b) Shaped Surface - 0.015 inch. 2) Gap Width (maximum) - a) Flat Surface - 0.015 inch. b) Shaped Surface - 0.015 inch. 3) Gap Length (maximum) - 30 percent of joint 3.5 ADJUSTMENT A. Remove or repair damaged surface of or defects in exposed finished surfaces of millwork to match adjacent similar undamaged surface. END OF SECTION wo Rexburg Idaho Temple 5 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. BLANK PAGE L L i u Rexburg Idaho Temple 6 Section 06401 Non -Patron Waiting Door Rexburg, ID April 2009 General Architectural Woodwork Req. L SECTION 06451 STANDING AND RUNNING TRIM PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Quality requirements for premium grade standing and running trim. B. Related Sections 1. Section 06401 - General Architectural Woodwork Requirements 2. Sections 06461 - Wood Door Frames WW PART 2 PRODUCTS 2.1 MATERIALS MW A. Solid Wood -Transparent Finish 1. Premium Grade - Quarter sawn Anigre 2. Semi -Exposed Parts - As allowed by AWI Premium Grade. am 2.2 FABRICATION wo A. Fabricate items, including but not limited to the following items as premium grade standing and running trim. 1. Transparent Finish - wo a. Door Casings b. Wood Cap on Stone Base c. Miscellaneous trim ow PART 3 EXECUTION - Not Used Wd am Wdi MW WW wo Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 1 Section 06451 April 2009 Standing And Running Trim / Premium ow BLANK PAGE Rexburg Idaho Temple 2 Section 06451 Non -Patron Waiting Door Rexburg, ID April 2009 Standing And Running Trim / Premium Lr L L L 'o SECTION 06456 CUSTOM FLUSH WOOD DOORS / Applied Wood Moldings wo PART 1 GENERAL M' 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section WW 1. Shop fabricated factory -finished flush wood doors. B. Related Sections 1. Section 06401 - Installation WW 2. Section 08810 — Quality of Glazing 3. Section 12170 - Art Glass 1.2 REFERENCES WW A. American National Standards Institute 1. ANSI A 208.1-1989, 'Particleboard, Mat -Formed Wood' and 2. ANSI / HPMA HP-1983, 'Hardwood and Decorative Plywood' kw B. Architectural Woodwork Institute 1. AWI Standards, 'Architectural Woodwork Quality Standards, 7th Edition' 1.3 SUBMITTALS ,,. A. Product Data 1. Manufacturer's product literature on doors and factory finish. 2. Maintenance and repair instructions. B. Shop Drawings 1. Schedule showing type of door at each location. Included shall be size, veneer, core type, fire rating, hardware prep, openings, blocking, etc. 2. Indicate factory -finish color and type. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver in clean truck and, in wet weather, under cover. 1. Deliver to building site only after plaster, cement, and taping compound are completed and dry and after interior painting operations have been completed. 2. Individually wrap in polyethylene bags for shipment and storage. Leave shipping bag on door after installation until immediately before substantial completion inspection. ow B. Store doors in a space having controlled temperature and humidity range between 25 and 55 percent. Store flat on level surface in dry, well ventilated space. Cover to keep clean but allow air circulation. Do not subject doors to direct sunlight, abnormal heat, dryness, or humidity. MW C. Handle with clean gloves and do not drag doors across one another or across other surfaces. .d 1.5 WARRANTY WW A. Manufacturer's standard full door warranty for lifetime of original installation. wo Rexburg Idaho Temple 1 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings bw I . Warranty shall include finishing, hanging, and installing hardware if manufacturing defect was discovered after door was finished and installed. `r 2. Warranty to include defects in materials including following - a. Delamination in any degree. b. Warp or twist of 1 /4 inch or more in door panel at time of one year warranty inspection. c. Telegraphing of core assembly - Variation of 1/100 inch or more in 3 inch span. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Wood Doors 1. Type - AWI PC-5ME or FD-5ME 2. Grade - AWI Premium construction 3. Fully Type I Construction - Adhere all glue lines with Type I adhesive, including veneer lay-up. 4. Face Veneer - a. Provide doors without FINISHED FACE VENEER, Custom Finished Face Veneers will be provided by and adhered to the door cores by the Mill Fabricator to both sides of the doors as scheduled. Mechanical fastening of moldings and or veneer is unacceptable. b. Accent Veneer of Bosse shall be quarter sliced, figured, book matched. c. Veneer of Anigre shall be quarter sliced, lightly figured, slip matched. 5. Applied Moldings - L. a. Species and Grade - 1) Transparent Finish a) Premium Grade - (a) Anigre quarter sawn, lightly figured. (b) Select solid wood for compatibility with preselected veneer species for each type. 6. Core a. Fully bonded to stiles and rails and sanded as a unit before applying veneers. b. Non -Rated And Fire -Rated, AWI FD 113 - 1) 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle Board, Grade 1-L-1 minimum. 2) Stiles - a) 1-3/8 inches deep minimum before fitting. b) Stile face to be hardwood matching face veneer material, thickness manufacturer's standard. 3) Rails - a) 1-1/8 inches b) Manufacturer's option 7. Glazing - a. Doors scheduled to receive glazing as specified and provided in Section 08810 shall be shop installed by mill fabrication contractor. 8. Finishing - a. Applied to Door by Mill shop before leaving the shop. ►� b. Color - Toner and or Stain to match existing as approved by the Architect, Provide a sample panel. c. Finish - AWI Finish System TR-6 Catalyzed Polyurethane Premium Grade for unfilled, open grain woods. Provide a sample panel. 2.2 APPROVED MANUFACTURERS 60 A. VT Industries, Holstein, IA B. Marshfield Doors Systems Inc, Marshfield, WI 160 Rexburg Idaho Temple 2 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ �+ Rexburg, ID April 2009 Applied Wood Moldings ,I r km 2.3 FABRICATION A. Doors shall be factory -machined. Coordinate with Sections under 08700. 2.4 SOURCE QUALITY CONTROL A. Verification of Performance 1. Doors shall have following information permanently affixed on top of door - m a. Manufacturer b. Door designation or model c. Veneer species d. Mill Shop finish PART 3 EXECUTION 3.1 APPROVED MANUFACTURERS I FABRICATORS A. Same as indicated under Section 06401. END OF SECTION WW tw MW 00 MW wo WW MW WW ow Rexburg Idaho Temple 3 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings aw L �11 BLANK PAGE i Rexburg Idaho Temple 4 Section 06456 Non -Patron Waiting Door Custom Flush Wood Doors/ Rexburg, ID April 2009 Applied Wood Moldings L kow no SECTION 06461 NON -RATED WOOD DOOR FRAMES PART 1 GENERAL i8+ 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Pre -finished non -rated wood door frames ow B. Related Sections 1. Section 06201 - Installation MW PART 2 PRODUCTS wo 2.1 MANUFACTURED UNITS A. Frames on 1. Solid hardwood to match species of door to be mounted in frame. B. Acceptable Manufacturers 1. Algoma Hardwoods Inc, Algoma, WI (800) 678-8910 or (920 487-5221 1°' www.algomahardwoods.com 2. The Maiman Company, Springfield, MO (800) 641-4320 or (417) 862-0681 www.maiman.net 3. Georgia Pacific Building Products, www.gp.com/guild/products.aspx?pname=firedefender. 4. Any Manufacturer meeting Contract Document requirements and acceptable to Door Manufacturer is approved. 2.2 FINISHES A. Match finish, finishing system, and color of door installed in frame. PART 3 EXECUTION - Not Used t" WW WW No kw bw Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 1 April 2009 Section 06461 Non -Rated Wood Door Frames MW L BLANK PAGE L, Rexburg Idaho Temple 2 Section 06461 Non -Patron Waiting Door Rexburg, ID April 2009 Non -Rated Wood Door Frames imi SECTION 07921 m m m m 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 Sections 1. Furnishing and installing of sealants is specified in Sections specifying work to receive new sealants. m 1.2 SUBMITTALS A. Product Data 1. Manufacturer's literature and installation recommendations for each Product. B. Quality Assurance / Control - Certificate from Manufacturer indicating date of manufacture. 1.3 DELIVERY, STORAGE, AND HANDLING m A. Handle to prevent inclusion of foreign matter, damage by water, or breakage. B. Deliver and keep in original containers until ready for use. C. Do not use damaged or deteriorated materials. D. Store in a cool place, but never under 40 deg F. m PART 2 PRODUCTS wo 2.1 MATERIALS A. Sealants 1. Sealants provided shall meet Manufacturer's shelf -life requirements. 2. Interior - a. Miscellaneous gaps between substrates b. Approved Products - 1) Trademate Paintable by Dow Corning 2) Acrylic Latex 834 by Tremco 3. Color - As selected by Architect from Manufacturer's standard colors. m B. Backing - Flexible closed cell, non -gassing polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 2.2 MANUFACTURERS A. Dow Corning Corp, Midland, MI (800) 248-2481 or (989) 496-6000 www.dowcorning.com B. G E Silicone Products, Waterford, NY (800) 255-8886 or (518) 237-3330 www.ge.com/silicones/sealants C. Sika Corporation, Lyndhurst, NJ (800) 933-7452 or (201) 933-9379 www.sika.com m Rexburg Idaho Temple 1 Section 07921 Non -Patron Waiting Door Rexburg, ID April 2009 Joint Sealants D. Tremco, Cleveland, OH (800) 321-7906 or (216) 292-5000 www.tremcosealants.com PART 3 EXECUTION 3.1 PREPARATION A. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. B. Apply primer. C. 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 deep. 2. Apply bond -breaker tape in shallow joints as recommended by Sealant Manufacturer. 3.2 APPLICATION A. Apply sealant with hand -calking 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. B. 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. C. Depth of sealant bite shall be 114 inch minimum and 1/2 inch maximum, but never more than one half or less than one fourth joint width. D. Do not apply calking at temperatures below 40 deg F. E. Calk gaps between painted or coated substrates and unfinished or pre -finished substrates. Calk gaps larger than 3/16 inch between painted or coated substrates. 3.3 CLEANING A. Clean adjacent materials which have been soiled immediately (before setting) as recommended by Manufacturer. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 2 Section 07921 April 2009 Joint Sealants No SECTION 08701 WW PART 1 GENERAL GENERAL HARDWARE REQUIREMENTS ON 1.1 SUMMARY A. Includes But Not Limited To wo 1. General requirements for finish hardware related to architectural wood and hollow metal doors. B. Related Sections 1. Section 06202 - Installation boo 1.2 SUBMITTALS A. Product Data 'W 1. Manufacturer's cut sheets 2. Two copies of Manufacturer's installation, adjustment, and maintenance instructions for each piece of hardware. Include one set in Operations And Maintenance Manual and send one set with ift hardware when delivered. 3. Copy of hardware schedule B. Shop Drawings - Submit hardware schedule indicating hardware to be supplied. Schedule shall aw indicate details such as proper type of strikeplates, spindle lengths, hand, backset, and bevel of locks, hand and degree opening of closer, length of kickplates, length of rods and flushbolts, type of door stop, and other necessary information necessary to determine exact hardware requirements. am C. Quality Assurance / Control - Certificate or letter signed by hardware supplier and by Contractor stating that hardware provided is same as that specified in Contract Documents. +m 1.3 QUALITY ASSURANCE A. Suppliers bidding this work shall have two years minimum experience in providing, detailing, scheduling, bm and installing builders hardware and shall employ at least one full time DHI Architectural Hardware Consultant (AHC). 1.4 DELIVERY, STORAGE, AND HANDLING MW A. Neatly and securely package hardware items by hardware group and identify for individual door with specified group number and set number used on Supplier's hardware schedule. Include fasteners and am accessories necessary for installation and operation of finish hardware in same package. 1.5 SCHEDULING No A. Hardware Templates 1. Provide hardware templates to Sections under 06400 headings within 14 days after hardware schedule is approved by Architect. 2. Supply necessary hardware installation templates to Section 06202 before pre -installation conference. PART 2 PRODUCTS 2.1 FINISHES "d A. Finishes shall be US4, Satin Brass. Rexburg Idaho Temple 1 Section 08701 Non -Patron Waiting Door Rexburg, ID April 2009 General Hardware Requirements aw 2.2 FASTENERS A. Fasteners shall be of suitable types, sizes and quantities to properly secure hardware. Fasteners shall be of same material and finish as hardware unless otherwise specified. Fasteners exposed to weather shall be non-ferrous or corrosion resisting steel. PART 3 EXECUTION 3.1 HARDWARE GROUP SCHEDULE A. Single Interior Doors Group 1 3 each - Hinges 1 each - Closer w/ Hold Open and Overhead Stop 1 each - Pullplate (Decorative Backplate w/ Pull) 1 each - Pushplate (Decorative Backplate) 1 set - Acoustic Seals 1 each -Door Bottom END OF SECTION Rexburg Idaho Temple 2 Section 08701 Non -Patron Waiting Door Rexburg, ID April 2009 General Hardware Requirements 1 v v �� No me No i" w No bw ON bmi UW lmd ism �� am bad am a.� aw wo SECTION 08711 HANGING DEVICES PART 1 GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Hinges for custom flush wood doors B. Related Sections 1. Section 08701 - General Hardware Requirements PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Hinges 1. Sizes - a. 1-3/4 inch doors - 1) Standard - 4-1/2 inches by 4-1/2 inches. 2) Wide Throw - 4-1/2 inches by width required 2. Quality Standard - a. Interior - Hager AB850 3. Approved Manufacturers - a. Hager b. Ives c. McKinney d. PBB e. Stanley 2.2 MANUFACTURERS A. Hager Companies, St Louis, MO (800) 255-3590 or (314) 772-4400 www.hagerhinge.com B. Ives, New Haven, CT (800) 654-2708 or (203) 772-0310 C. McKinney, Scranton, PA (800) 346-7707 or (717) 346-7551 www.mckinneyhinge.com D. PBB, Ontario, CA (800) 726-3414 or (909) 923-6250 www.pbbinc.com E. Stanley, New Britain, CT (800) 337-4393 or (860) 255-5111 www.stanleyworks.com PART 3 EXECUTION - Not Used Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID END OF SECTION 1 April 2009 Section 08711 Hanging Devices h" 6� BLANK PAGE Li t G i L L L Rexburg Idaho Temple 2 Section 08711 Non -Patron Waiting Door I � Rexburg, ID April 2009 Hanging Devices M1 SECTION 08713 OPERATING TRIM PART 1 GENERAL kni 1.1 SUMMARY WW A. Products Supplied But Not Installed Under This Section 1. Decorative Interior Push / Pulls B. Related Sections 1. Section 08701 - General Hardware Requirements PART 2 PRODUCTS 2.1 MANUFACTURED UNITS �+ A. Decorative Push / Pulls 1. Approved Products - Baltica Sundance Series a. Pulls with Backplate - Sundance Pull with Backplate A 26,6 cm b. Push/Backplate - Sundance Backplate A 26,6 cm w/o surface hardware PART 3 EXECUTION - Not Used END OF SECTION No No owl out ami Wd Rexburg Idaho Temple 1 Section 08713 Non -Patron Waiting Door ow Rexburg, ID April 2009 Operating Trim BLANK PAGE Rexburg Idaho Temple 2 Section 08713 Non -Patron Waiting Door Rexburg, ID April 2009 Operating Trim mow SECTION 08715 CLOSING DEVICES am PART 1 GENERAL "" 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Surface Closers B. Related Sections 1. Section 08701 - General Hardware Requirements �e PART 2 PRODUCTS am 2.1 MATERIALS A. Surface Closers no 1. General - a. Provide parallel arms on closers unless door position requires otherwise. b. Closers shall allow for 180 degree opening and not be used as a stop unless noted otherwise. do c. Provide soffit plate similar to Norton 2018B on doors receiving sound/acoustical seals. d. Closers provided under this Section shall be from same Manufacturer. e. Furnish metal covers with matching finish for closers. Sprayed aluminum will not be allowed. 2. Standard/Handicap Access - r.a a. Closers shall have following features - 1) Adjustable sweep speed 2) Adjustable backcheck 3) Non -handed, non -sized "r b. Adjust closer to provide maximum opening force as required by governing code authority. c. Approved Products - 1) 4041 Series by LCN „r 2) 7500 BF Series by Norton 2.2 MANUFACTURERS "0 A. Dorma Architectural Hardware, Reamstown, PA (800) 523-8483 or (717) 336-3881 www.dorma-usa.com B. LCN Closers, Princeton, IL (800) 526-2400 or (815) 875-3311 www.Icnclosers.com C. Norton Door Controls, Charlotte, NC (800) 438-1951 or (704) 283-2101 www.yalesecurity.com PART 3 EXECUTION — Not Used 00 ow on END OF SECTION ow Rexburg Idaho Temple 1 Section 08715 Non -Patron Waiting Door go Rexburg, ID April 2009 Closing Devices I BLANK PAGE I' Rexburg Idaho Temple 2 Section 08715 Non -Patron Waiting Door Rexburg, ID April 2009 Closing Devices �( ing SECTION 08718 ACCESSORIES am PART 1 GENERAL aw 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Acoustic Seals m B. Related Sections 1. Section 08701 - General Hardware Requirements 08701 Ta 08701 Tb MW 2. Division 09 - Stone Thresholds PART 2 PRODUCTS tw 2.1 COMPONENTS cod A. Acoustic Seals 1. Approved Products - a. Door Bottom - 1) 13 by NGP dw 2) Equal by Pemko b. Door Perimeter - 1) 2525 by NGP 2) Equal by Pemko do 2.2 MANUFACTURERS aw A. Glynn Johnson, Indianapolis, IN (800) 525-0336 or (317) 899-9440 B. Ives, Wallingford, CT (800) 654-2708 or (203) 294-4837 C. NGP - National Guard Products, Memphis, TN (800) 647-7874 or (901) 795-6900 www.ngpinc.com D. Pemko, Ventura, CA (800) 283-9988 or (805) 642-2600 www.pemko.com "d E. Trimco / BBW/ Quality, Los Angeles, CA (800) 637-8746 or (323) 262-4191 www.trimcobbw.com in+ PART 3 EXECUTION 3.1 INSTALLATION A. Acoustical Seals 1. Miter head seal strip with jamb seal strips to insure tight seal. Adjust so neoprene seal is compressed 10 percent by closed door for entire length of seal. ow 2. Cut sill strip on door to butt tightly against both jamb seal strips when door is in closed position, but without hampering operation of door. Adjust height of sill strip so neoprene seal is compressed approximately 10 percent by threshold for entire length of seal but will not contact carpet. WW END OF SECTION tmw No k" Rexburg Idaho Temple 1 Section 08718 Non -Patron Waiting Door Rexburg, 1D April 2009 Accessories me i BLANK PAGE L L Rexburg Idaho Temple 2 Section 08718 Non -Patron Waiting Door Rexburg, ID April 2009 Accessories L wo SECTION 08810 GLASS ho PART 1 GENERAL 1.1 SUMMARY 'o A. Includes But Not Limited To 1. Quality of glazing used in doors. bw B. Related Sections 1. Section 06456 - Installation of glazing in Custom Flush Wood Doors 2. Section 12170 - Furnishing of Art Glass hEd 1.2 REFERENCES A. American Society For Testing And Materials 40 1. ASTM C 1036-91 (1997), 'Standard Specification For Flat Glass' 2. ASTM C 1048-97b, 'Standard Specification For Heat -Treated Flat Glass - Kind H, Kind FT Coated and Uncoated Glass' 3. ASTM E 774-97, 'Standard Specification for Sealed Insulating Glass Units' am 1.3 QUALITY ASSURANCE A. Regulatory Requirements - Glazing shall meet applicable requirements of Federal Consumer Product Safety Standard 16CFR1201. B. Manufacturer's Labels - Labels showing strength, grade, thickness, type, and quality are required on each piece of glass. PART 2 PRODUCTS No 2.1 MATERIAL A. Door Glazing 1. Thickness - 114 inch 2. Glazing shall have following characteristics - a. Clear - Tempered meeting requirements of ASTM C 1048, Kind FT, Condition A, Type I, Class I, Quality q3. WW 2.2 FABRICATION A. Except where glass exceeds 66 inches in width, cut clear glass so any wave will run horizontally when glazed. Im No om PART 3 EXECUTION - Not Used END OF SECTION Rexburg Idaho Temple 1 Section 08810 Non -Patron Waiting Door Rexburg, ID April 2009 Glass L Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID BLANK PAGE 2 April 2009 L, L L i Section 08810 Glass am SECTION 09382 STONE TILES do PART 1 GENERAL No 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install stone floor tiles as described in Contract Documents, including setting materials 'o and accessories. B. Related Sections ,W 1. Section 09750 - Decorative Stone 1.2 SUBMITTALS 4W A. Product Data 1. Manufacturer's literature for each component of system. 2. Cleaning and maintenance instructions h+ 3. Color and pattern selections B. Samples - Samples of the for approval before delivery of material to Project site. Installed the shall match approved samples. 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in their original unopened containers with labels intact until time of use. Store and handle materials in manner to prevent damage or contamination by water, freezing, or foreign matter. PART 2 PRODUCTS 2.1 MATERIALS A. General 1. Texture and color variation shall be within limits established by Architect's approved sample. �., 2. Free of defects that would materially impair strength, durability, and appearance. B. Stone Floor And Wall Tiles 1. Sizes - As scheduled and detailed on Drawings. 2. Thickness - 1/2 inch or as scheduled 3. Finishes - a. Floor tiles - Honed, Polished and Custom Texture as per Architects sample.. C. Approved Products - As indicated on Drawings D. Match existing. um PART 3 EXECUTION 3.1 INSPECTION A. Prior to commencing stone installation work, inspect surfaces to receive stone and notify Architect in writing of defects or conditions that will prevent satisfactory installation. Rexburg Idaho Temple 1 Section 09382 Non -Patron Waiting Door Rexburg, ID April 2009 Stone Tiles I B. Installation work shall not proceed until satisfactory conditions are provided. {� 1. Sub -floor Surfaces - 1/8 inch in 10 feet from required plane. 2. Plane of Vertical Surfaces - 1/8 inch in 8 feet from required plane. 3. Plumb and true with square corners. 3.3 PREPARATION A. Grounds, anchors, plugs, hangers, door frames, electrical, mechanical, and other work in or behind stone shall be installed before stone installation is started. B. Center and balance areas of stone tiles, if possible. I.. 3.4 PROTECTION A. Apply protective covering to flooring to protect surface from construction and traffic of other trades. r. B. Provide temporary filler of plywood or fiberboard in recess and cover with plywood protective flooring. Maintain protection until installation of floor matting. END OF SECTION 1 60 WW Rexburg Idaho Temple 2 Section 09382 Non -Patron Waiting Door Rexburg, ID April 2009 Stone Tiles ima SECTION 09750 DECORATIVE STONE WW PART 1 GENERAL ,o 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Stone plinth block at door casings and corner trim ON 2. Stone base 3. Stone threshold. ow B. Related Sections 1. Section 06401 - Installation of stone veneer facing in architectural woodwork. 1.2 SUBMITTALS Wd A. Product Data 1. Supplier's literature or cut sheet WW 2. Color and type selection B. Samples 1. Show full range extent for color, texture, grain and etc. 60 2. Label with name group classification, Project name, and name of subcontractor and fabricator. C. Quality Assurance / Control - Provide certification that stone supplied under this Section is from same source and batch as stone provided under other Sections for interior stone. ami 1.3 DELIVERY, HANDLING, AND STORAGE No A. Deliver materials to Project Site in undamaged condition Properly package material to ensure protection in transit. B. Acceptance At Site WW 1. Carefully inspect each piece of stone delivered to site to ensure they are specified sizes, clean, stain free, and whole without cracks, chips, or mars of any kind. 2. Damaged, dirty, stained, or irregular stone shall be sufficient reason for rejection. MW 3. Owner will provide independent random special inspections as needed. C. Store and handle stone to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, breakage, chipping, or other causes. u+ 1. Store to give proper protection from staining, accumulation of dirt, or physical damage. 2. Protect stored stone from weather with waterproof, non -staining covers or enclosures, but allow air to circulate around stones. WW 1.4 MAINTENANCE um Uft wo wai A. Extra Materials - Provide sufficient excess veneering materials to avoid construction delays due to normal breakage or defect rates reasonably expected for this work. Rexburg Idaho Temple Non -Patron Waiting Door Rexburg, ID 1 April 2009 Section 09750 Decorative Stone Ind PART 2 PRODUCTS 2.1 MATERIALS A. Stone Dimensions 1. Base, Trim, - Length, width, and thickness as detailed on the Drawings 2. Stone Facing, veneer - Length, width, and thickness as detailed on the Drawings. 3. Stone Threshold — Length, width, and thickness as detailed on the Drawings. B. Finish - Polished C. Approved Stone Type And Supplier - As scheduled on Drawings. D. Match existing. PART 3 EXECUTION 3.1 REPAIR/ RESTORATION A. Replace stone damaged, stained, or marred during installation being certain replacement stone perfectly matches surrounding stone. 3.2 INSTALLATION OF DECORATIVE STONE VENEER A. Adhere stone to substrates with silicone latex adhesive. B. Approved Products - 1 . Quality Standard - a. Adhesive - Dow Corning #756 b. Joints - Dow Corning #795 c. Color - As selected by the Architect. C. Test material to verify that silicone adhesive will not stain stone. 3.3 CLEANING A. After installation of each type of stone, clean with water and mild detergent to remove dirt and grit. Leave stone surfaces, grout, and sealant clean. END OF SECTION Rexburg Idaho Temple 2 Section 09750 Non -Patron Waiting Door Rexburg, ID April 2009 Decorative Stone Md SECTION 09936 INTERIOR CLEAR FINISHED HARDWOOD ON PART 1 GENERAL 1.1 SUMMARY MW A. Includes But Not Limited To 1. Preparing and finishing of new interior clear finished hardwood as described in Contract �., Documents. B. Related Sections 1. Section 06401 - Shop finished architectural woodwork 'W 2. Section 06456 - Shop finished flush wood doors. 1.2 SYSTEM DESCRIPTION bw A. Performance Requirements - Substitution of lacquer for specified products and systems is not allowed under any circumstances. B. Use MPI(a) INT 6.3E Polyurethane Varnish Finish system for new work and MPI(r) RIN 6.3E Polyurethane Varnish Finish system for previously finished work where existing finish is not removed. C. Use MPI Premium Grade finish requirements for new work and existing work where existing finish is removed. Use MPI Custom Grade requirements without stain for sound existing work. 1.3 QUALITY ASSURANCE A. Field Samples 1. Before performing work of this Section, prepare control sample to match sample available from Architect and to be used as finishing standard for interior clear finished hardwood. Control sample shall consist of 12 inch by 12 inch plywood with veneer of same species as woodwork to be finished. 2. Painter shall attend progress meeting held prior to preparation of control sample. Architect will review requirements to insure that control sample will be prepared using specified products and procedures. 3. Architect will inspect control sample at progress meeting following preparation of control sample. a. When sample is approved, work of this Section may proceed. b. Approved sample will be kept at site at all times work of this Section is being performed. ,W PART 2 PRODUCTS A. Gloss / Sheen Level Required - Satin MW B. Products listed in edition of MPI Approved Product List current at time of bidding and later and following products are approved, providing they meet VOC requirements in force where Project is located. C. Finish Coats - MPI Product 56 2.2 M IXES A. Dye And Stain - Dye, where required, may be reduced as recommended by Manufacturer and applied low A. from stain, or mixed with stain by supplier for single step application. B. Stain Color - Match existing. Provide control sample to be approved by Architect. No Rexburg Idaho Temple 1 Section 09936 Non -Patron Waiting Door Rexburg, ID April 2009 Interior Clear Finished Hardwood Lud PART 3 EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions 1. Using wood element which is a none used mock-up, apply finish as specified for the specified work a. Notify Architect immediately with preliminary results of testing. b. Within four days of test, meet with Architect and finish applicator to evaluate test results and performance of specified finish system. If specified system is not satisfactory, revised finish system will be determined and specified. 3.2 APPLICATION A. General - See appropriate paragraphs of Section 09901. 1. Putty nail holes in wood after application of stain using natural colored type to match wood stain color. Bring putty flush with adjoining surfaces. B. New Work 1. Sand entire surface of item to be finished lightly with 120 to 150 non-stearated sandpaper and clean before applying dye or stain. Scuff sand with 220 non-stearated sandpaper between application of stain and first finish coat. 2. Apply dye / stain in accordance with Manufacturer's recommendations and as necessary to attain correct color. 3. Where back -priming is required, apply one coat of finish material. C. Protection 1. Remove rags and waste used in staining and finishing operations from building each night. 2. Protect other finish work and adjacent materials. Do no splatter, drip, or stain surfaces not intended to be stained and finished. END OF SECTION r v imm V r .r Rexburg Idaho Temple 2 Section 09936 6W Non -Patron Waiting Door Rexburg, ID April 2009 Interior Clear Finished Hardwood SECTION 12170 ART GLASS PART 1 GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section 1. Decorative art glass panels. B. Related Sections 1. Sections 06201 - Installation in Architectural Woodwork 1.2 SUBMITTALS A. Shop Drawings - Show glass design for each opening as well as size and shape. B. Quality Assurance / Control - Provide Fabricator's written instructions for installation and for maintenance of art glass panels. 1.3 QUALITY ASSURANCE �+ A. Installation Requirements - Workmanship shall equal recommendations of Stained Glass Marketing Council. 1.4 WARRANTY A. Fabricator's standard written five year warranty for materials and workmanship. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Art Glass Panel 1. Thickness —1 3/8" total. 2. Glazing shall have the following characteristics — a. 114" clear tempered meeting requirements of ASTM C 1048, Kind FT, Condition A, Type 1, Class 1, Quality q3. b. Interior Art Glass — 7/8" 3. Finish design and color to match existing. 4. Sealed glazing units meeting requirements of ASTM E774. Class A. B. Approved Products 1. Holdman Studios, Lehi, Utah (801)766-4111 2.2 FABRICATION _ A. General - Ship glazing panel units to job site in sufficient time to install art glass and glazing to meet Project schedule requirements. B. Fabricate glazing panels to be compatible with interior woodwork, exterior windows and entrances, including frames and standard glass, specified in appropriate Section. C. Coordinate fabrication of art glass panel units with Woodwork Manufacturers. PART 3 EXECUTION - Not Used low END OF SECTION �+ Rexburg Idaho Temple 1 Section 12170 Non -Patron Waiting Door Rexburg, ID April 2009 Art Glass BLANK PAGE Rexburg Idaho Temple 2 Section 12170 Non -Patron Waiting Door Rexburg, ID April 2009 Art Glass