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Home My WebLink AboutPROJECT MANUAL 1 - 13-00363 - 525 S Center - BYU-I Kirkham Bldg - Telecom Rm & CablingIDAHO Construction Project Manual BYU-Idaho Kirkham Building Telecommunications Room and Cabling REXBURG, IDAHO BYU-I Project No. 10352 Architects Project No. 1311 LICENSED ARCHITECT AR -1627 DYK.HAYE7 - 1300363 STATE OF IDAHO BYU-1 Kirkham Bldg - September 2013 Telecom Rm & Cabling 0Y0l Ni i �0A off" r • r r SET NO. CONSTRUCTION PROJECT MANUAL BY V Kirkham Building IDAHO Telecommunications Room and Cabling REXBURG, IDAHO BYU-1 Project No. 10352 Architects Project No. 1311 ARCHITECT JENSEN • HAYES • SHROPSHIRE ARCHITECTS 125 North Garfield Pocatello, Idaho 83204 (208)232-1223 MECHANICAL ENGINEER ENGINEERED SYSTEMS ASSOCIATES 1355 East Center Pocatello, Idaho 83201 (208)233-0501 ELECTRICAL ENGINEER PAYNE ENGINEERING, INC. 1823 East Center Pocatello, Idaho 83201 (208)232-4439 September 2013 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 INDEX TO SPECIFICATIONS INDEX TO SPECIFICATIONS INVITATIONTO BID.....................................................................................................................................1 SUMMARY..........................................................................................................................1 NOTICETO BIDDERS..................................................................................................................................1 012000 INSTRUCTIONSTO BIDDERS.................................................................................................................1-3 FORMOF PROPOSAL..............................................................................................................................1-4 ALTERNATES.....................................................................................................................1 CONTRACT...............................................................................................................................................1-3 01 3000 GENERALCONDITIONS.........................................................................................................................1-13 SUPPLEMENTARY CONDITIONS............................................................................................................1-7 TEMPORARY FACILITIES & CONTROLS......................................................................1-2 APPLICATION AND CERTIFICATION FOR PAYMENT..............................................................................1 01 6000 SCHEDULEOF VALUES..............................................................................................................................1 DIVISION 1 — GENERAL REQUIREMENTS 011000 SUMMARY..........................................................................................................................1 081416 FLUSH WOOD DOORS...................................................................................................1-2 012000 PRICE AND PAYMENT PROCEDURES.........................................................................1-2 012300 ALTERNATES.....................................................................................................................1 01 3000 ADMINISTRATIVE REQUIREMENTS.............................................................................1-3 01 5000 TEMPORARY FACILITIES & CONTROLS......................................................................1-2 01 6000 PRODUCT REQUIREMENTS.........................................................................................1-3 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS.........................................................1-5 DIVISION 2 — SITE CONSTRUCTION 024100 DEMOLITION...................................................................................................................1-2 DIVISION 5 — METALS 055000 METAL FABRICATION.......................................................................................................1 DIVISION 6 — WOODS AND PLASTICS 061000 ROUGH CARPENTRY.....................................................................................................1-2 062000 FINISH CARPENTRY......................................................................................................1-2 DIVISION 7 — THERMAL AND MOISTURE PROTECTION 079005 JOINT SEALERS.............................................................................................................1-2 081213 HOLLOW METAL DOORS AND FRAMES......................................................................1-2 GYPSUM BOARD ASSEMBLIES....................................................................................1-3 081416 FLUSH WOOD DOORS...................................................................................................1-2 092400 087100 DOOR HARDWARE........................................................................................................1-3 HARDWARE SETS SCHEDULE........................................................................................1 GYPSUM VENEER PLASTERING.....................................................................................1 DIVISION 9 — FINISHES 092116 GYPSUM BOARD ASSEMBLIES....................................................................................1-3 092400 PORTAND CEMENT PLASTERING................................................................................1-2 092613 GYPSUM VENEER PLASTERING.....................................................................................1 099000 PAINTING AND COATING..............................................................................................1-5 INDEX TO SPECIFICATIONS BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 23 — HVAC 230501 COMMON HVAC REQUIREMENTS...............................................................................1-7 230502 DEMOLITION AND REPAIR...............................................................................................1 230716 MECHANICAL INSULATION AND FIRE STOPPING........................................................1 230720 REFRIGERANT PIPING INSULATION...........................................................................1-2 230800 FIRE STOPPING.................................................................................................................1 232166 SPLIT SYSTEM HEAT PUMP UNITS.............................................................................1-2 232300 REFRIGERANT PIPING SYSTEM..................................................................................1-2 232310 REFRIGERANT SPECIALTIES.......................................................................................1-2 232311 REFRIGERANT PIPE COVER...........................................................................................1 DIVISION 26 — ELECTRICAL 260501 COMMON ELECTRICAL REQUIREMENTS...................................................................1-3 260502 ELECTRICAL DEMOLITION REQUIREMENTS................................................................1 260519 LINE -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES......................1-2 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS...............................................1-4 DIVISION 27 — AUXILIARY SYSTEMS 271501 DATA SYSTEM CABLING..................................................................................................1 BYU-I TELECOMMUNICATONS STANDARDS...............................................................28 INDEX TO SPECIFICATIONS 2 Facilities Planning & Construction Brigham Young University—Idaho • 283 University Operations Building • Rexburg, ID • 83460-8205 Date: September 10, 2013 D.L. Beck Construction J & S Construction Shook Construction Rivers West Construction Re: Invitation to Bid - Kirkham Building Telecommunications Room & Cabling. Project No. - 10352 To Whom It May Concern: You are invited to bid on the above -referenced project. This project consists of selective demolition, telecommunications cabling distribution, minor HVAC and cabling raceways. The project completion date is November 22, 2013. A mandatory pre-bid has been scheduled for September 17, 2013 at 2:00pm, in Room 157 of the University Operations Building. Bids will be opened and read aloud on September 24, 2013 at 2:00pm, in Room 157 of the University Operations Building at Brigham Young University -Idaho. A performance bond and a labor and materials payment bond for 100% of the contract will be required for this project. We hope that you will be able to bid this project. Sincerely, Rulon Nielsen Director, Facility Planning and Construction [frii�/M11I Rulon Nielsen Planning and Construction Director 283 Physical Facilities Office Building Rexburg, ID 83450-8205 Office: (208) 496-2660 Fax: (208) 496-2653 Cell: (208) 313-0836 BYU-I Kirkham Bldg. TR Cabling SECTION 1 --PROJECT: Project Number: SECTION 2-- LOCATION: HIS #1311 NOTICE TO BIDDERS BYU-I Kirkham Building TR & Cabling BYU-I #10352 BYU-Idaho, Rexburg, Idaho SECTION 3 --OWNER: BYU-Idaho, Rexburg, Idaho SECTION 4 --DESIGNER: Jensen, Hayes, Shropshire Architects, P.A. 125 North Garfield, Pocatello, ID 53204 SECTION 5 --STANDARD CONTRACT REQUIREMENTS: The bidder is directed to the Church of Jesus Christ of Latter-day Saints, Brigham Young University -Idaho Standard Contract Requirements (January 2011). This volume is an integral part of the contract documents and is hereby made a part of the contract. SECTION 6-- TIME OF COMPLETION: A. Date: November 22, 2013 SECTION 7--PREBID CONFERENCE A. Prebid Conference will be: Date: Tuesday, September 17, 2013 Time: 2:00 PM Place: University Operations Building, Conference Room #157 SECTION 8 --RECEIPT AND OPENING OF BIDS: A. Bids will be received: Date: Tuesday, September 24, 2013 Time: 2:00 PM Place: University Operations Building, Conference Room #157 By: Wayne Clark B. The Owner reserves the exclusive right to release all publicity relating to the proposals and the project. SECTION 9 --GENERAL CONTRACTORS: A. Bidding by General Contractors will be by invitation only. SECTION 10 --DRAWINGS: A. Drawings are available at the following plan room locations: BYU-Idaho University Operations Building JHS Architects, P.A. 125 North Garfield, Pocatello, ID 83204 2/1/2004 Notice to Bidders Sept. 2013 m BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 INSTRUCTIONS TO BIDDERS SECTION 1 -- BIDDING BY INVITATION A. Bidding shall be by written invitation only. Those wanting to be considered for such invitation shall apply to: Facility Planning and Construction Department BYU-Idaho University Operations Building 283 University Operations Rexburg, Idaho 83460-8205 B. The Owner reserves the right to accept or reject any or all bids. SECTION 2 -- CONTRACT DOCUMENTS A. The Contract documents may be obtained by contractors from: Facility Planning and Construction Department BYU-Idaho University Operations Building 283 University Operations Rexburg, Idaho 83460-8205 A website may also be set up by the architect where plans can be viewed and downloaded. If so, web information can be obtained through the general contractors or by contacting BYU-Idaho Facility Planning and Construction. B. Subcontractors and suppliers who want to obtain Contract documents (plans and specifications) may do so by contacting those general contractors invited to bid. C. All Contract documents must be returned within ten (10) days after the bid opening. SECTION 3 -- CONTRACT METHOD A. All work specified is to be done under one general contract. Bids will be accepted by the Owner from prime contractors only. SECTION 4 — INTERPRETATION OF CONTRACT DOCUMENTS A. If any Bidder doubts the true meaning of any of the Contract documents, or finds errors, discrepancies or omissions, he shall request a clarification from the Architect in writing. Any interpretations or corrections will be made only by written addenda duly issued by the Owner. All addenda will be e-mailed to each person receiving a set of the Contract documents. Requests for clarifications must be submitted to the Architect at least five (5) days before bid opening. Unwritten instructions or interpretations will have no validity. B. Should discrepancies appear in the Contract documents that are not resolved by an addendum, it is expressly understood that the Contractor has used the most expensive method and/or material in the bid. SECTION 5 -- REQUIREMENTS BEFORE SUBMITTING BIDS A. The Contractor shall become thoroughly familiar with the site and structures located there (if any). The Contractor shall thoroughly examine all Contract documents in relation to all conditions that might directly or indirectly affect the contract work. The bid amount shall reflect all such conditions. SECTION 6 -- PREPARING AND SUBMITTING BIDS A. To receive consideration, a bid must be made according to the following instructions: 1. Bids shall be prepared on BYU-Idaho Form of Proposal. All pages, includine subcontractor list shall be submitted at the time of bid. 2. Bids shall have all items or blanks filled. Numbers shall be stated both in writing and in figures. If there is a discrepancy between the two, the written number shall govern. 612012 1 Instructions to Bidders BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3. Bids shall be without interlineations, alterations or erasures. 4. Signatures shall be by those authorized to execute the Contract. 5. The Bidder's legal name, business address and telephone number shall be stated. 6. Neither oral bids nor modifications shall be considered. 7. Faxed bids will be accepted if the bidder (1) contacts the Construction Department before faxing the bid, (2 sends the bid with sufficient time to be received and delivered to the bid opening location before bid time, an (3) calls the Construction Department before bid time to confirm that the bid was received and delivered to th bid opening location. 8. It is the Bidder's sole responsibility to see that the bid is received at the proper time. Any bid received after th scheduled bid opening time will be returned unopened to the Bidder. 9. Bidders shall accept proposals from only those subcontractors who are approved by the Owner. It will b assumed that the question of bonding subcontractors, where considered desirable or necessary by th Contractor, including the cost of such bonds, has been resolved before bids have been submitted. 10. In order for the bid to be considered valid, two or more Bidders bidding as a "joint venture" must have th written approval of the Owner before submitting a bid. All members of ajoint venture shall sign the bid and ai official representative of the joint venture shall be designated in the proposal. 11. The term "base bid" shall be understood to include all work contained in the Contract, excluding any alternate or substitutes. The Owner shall have the right to accept alternates in any order or combination, and to determin the awarded contractor based on the sum of the base bid and alternates accepted. 12. Substitutes or alternates accepted by the Owner may be included in the Contract or added by Change Order. It determining the awarded contractor, the Owner will not consider substitutes. 13. Bids may be withdrawn by the Bidder, either in person or by a written request before bid opening. Once a bit summary is distributed to all Bidders, the Bidders will have 24 hours to review and withdraw their bids. Afte the 24-hour period, the bids may not be withdrawn and must remain fixed as submitted for 45 days afte opening. Envelopes must contain nothing but the proposal and bid breakdown forms if required. Envelope shall be opaque, sealed and bear the Bidder's name. Bids must contain nothing but the proposal and bit breakdown forms, if required. SECTION 7 -- APPROVAL OF CONTRACTORS AND SUBCONTRACTORS A. As soon after the bid opening as is practicable, the Owner will interview the awarded contractor and if deemed necessary the second or third Bidders. The Owner will also examine the list of subcontractors submitted with the bids. The Owne reserves the right to accept or reject any subcontract proposal. B. If a Bidder doubts the correctness or acceptability of any subcontract proposal, the Bidder may submit the names am amount of other competing subcontractors for consideration, making sure that he clearly states which one he has used in formulating his proposal. SECTION S -- FACTORS AFFECTING AWARD OR REJECTION OF BID A. The Bidder's and subcontractor's past performance, organization, equipment and ability to perform and complete thei contract as specified will be vital elements, as well as the amount of their bids, in the award of the Contract. B. The Owner reserves the right to reject any or all bids, or to waive any irregularities or informalities in bids received. Th( Owner reserves the right to accept the bid that will, in the Owner's opinion, best serve the interests of the Owne regardless of whether such bid is the lowest. SECTION 9 -- PRIOR APPROVALS AND A. Several acceptable brands of equipment, manufactured articles or methods of construction may have been identified it the Contract. It is not intended to close the Contract against other brands, articles, or methods that may warran consideration. However, unspecified materials must have prior approval by the Owner to be considered. B. Prior Approvals: Requests for approval of unspecified materials must be made to the Architect at least five days befort bid opening. The requests for prior approval shall be considered by the Architect if time permits and if properll documented. The Architect is not bound to consider these items despite their apparent validity. 6/2012 2 Insnuclions to Bidders BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 C. Fully detailed technical data, references and other information shall be furnished simultaneously with the requests for prior approval items. D. Such requests shall be reviewed by the Architect and the Owner. If accepted, the approved requests will be included in an addendum. E. The Contractor's "base bid" shall include the furnishing of only those items that are explicitly specified or which have received prior approval by addendum. F. Substitutions: Besides the "base bid," any equipment or material supplier and any contractor or subcontractor may, at his option, submit a substitute price and product for any item specified which he feels warrants consideration by the Owner. This proposed substitution is to be listed where indicated on the bid form. G. Any proposed substitute submitted by a Bidder shall include the amount by which the "base bid" would be increased or decreased. H. The Owner may accept or reject any substitute proposed. In determining the low Bidder, the Owner will not consider substitutes. If requested, the Contractor shall furnish information or data concerning the substitute. The Owner may request the Contractor, at his own expense, to have the substitute tested by an approved testing laboratory. SECTION 10 -- FORM OF CONTRACT A. Copies of the form of the Contract that the successful Bidder will be required to execute are included in this specification. SECTION 11 -- ADDENDA A. All addenda issued before bid opening shall be included in the bid and shall be a part of the Contract. SECTION 12 -- REQUIREMENTS IMMEDIATELY AFTER SIGNING THE CONTRACT A. Immediately after signing the Contract, the Contractor shall furnish the following to the Owner: 1. Executed performance, labor and material payment bonds, each in an amount equal to 100 percent of the contract sum as specified in the General Conditions. 2. Insurance certificates as specified in the General Conditions. 3. A cost breakdown of the work that may, as approved by the Owner, serve as a basis for making monthly payments to the Contractor. 4. A project schedule as to how he intends to construct the project. This must be, in the opinion of the Owner, a realistic method of analyzing and scheduling each component of the work. It must show when all trades or crafts start and finish their work. This schedule must be reviewed at least biweekly and updated as required. A critical path method of scheduling is preferred. If the Contractor cannot produce and maintain such a schedule, this service must be obtained from an outside consultant. The schedule must be approved by the Owner's Representative before the Contractor submits the first payment request. B. The Contractor shall issue subcontracts as mutually agreed between the Owner and the Contractor. A complete list of subcontractors and major suppliers including names, addresses and telephone numbers are required within fourteen (14) days of the Owner's subcontractor review. SECTION 13 -- DISQUALIFICATION A. If the above requirements are not satisfied, the bid may be disqualified at the discretion of the Owner. 6/2012 3 Instructions to Bidders U-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 BYU-Idaho FORM OF PROPOSAL ME OF PROJECT Kirkham Building TR & Cabling OJECT NUMBER LME OF CONTRACTOR LTE OF e undersigned, hereinafter referred to as the Bidder, certifies that the following facts and/or circumstances have occurred or st relating to the proposed work for were prepared by That Bidder has received the contract documents for the above entitled project. 2. That Bidder has received The Church of Jesus Christ of Latter -Day Saints BYU-Idaho Standard Contract Requirements, revised October 6, 1999. 3. That Bidder is familiar with such documents, has examined the site of the proposed work, including availability of access, utilities, and other similar items relating to performance of the work and is thoroughly familiar with all general and local conditions which could in any way affect this work. 4. That no verbal agreements or representations with or by any officer, agent, or employee of the Owner exist or have been made to the Bidder and the Bidder in submitting this proposal is in no way relying thereon. 5. That if this proposal is accepted, Bidder will enter into a contract with the Owner in substantially the form contained in the contract documents, and will provide the bonds, insurance coverage and all other items required by the contract documents. 6. The term "base bid" shall be understood to include all work contained in the contract documents excluding any substitutes or alternates. The Owner will have the right to accept Alternates in any order or combination, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. Ider hereby proposes to furnish all materials, labor, equipment, plant, tools, transportation, services, licenses and permits ;essary for the completion of all the work set forth in the contract documents for the sum of: emate No. ONE I ($ ) Fonn of Proposal BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1 AS FURTHER CONDITIONS OF THIS PROPOSAL: 1. The Bidder agrees to complete the work on or before 2. The Bidder acknowledges receipt of addenda No. (s) 3. The Bidder's contractor's license number is 4. Is your bonding capacity adequate for this job? Yes_ No_ 5. For verification call Telephone Number 6. Is your license limit adequate for this job? Yes _ No_ PROPOSED SUBSTITUTE MATERIALS The total sum of the Bidder's proposal shall include the furnishing and installing of all materials, equipment, and labor as called for in the contract documents as a base bid. Hereafter give the total amount to be added or deducted for a complete installation of equipment or materials other than those specified and those approved by addendum are submitted for the Owner's consideration. All materials and equipment proposed for substitution shall be listed below and must meet the requirements of the contract documents. During the time of consideration of the proposals, complete information shall be submitted immediately to the Architect and Owner's Representative. The Contractor is referred to Page 3 of the Instructions to Bidders, Section 9, prior approvals and substitutions for requirements relative to proposed substitutions. Proposed Manufacturer and Substitute Cataloe Numbers S Add 2/2004 2 Foaa of Proposal 'U-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 TE OF BIDDERS ORGANIZATION: Name of Organization rporation, Co -partnership, Individual, or Other (dress me of Individual Members of Firm: me of President of Corporation: .me of Secretary of Corporation: rporation is organized under the laws of the State of: ml( Signature Title or Office Legal Address Fonn of Proposal BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL (LIST OF SUBCONTRACTORS) PROJECT NAME: PROJECT NUMBER: OWNER'S NAME: BYU-Idaho SUBCONTRACT CLASSIFICATIONS SUBCONTRACTOR USED AMOUNT A 2/2004 4 Form of Proposal BYU I Facilities Planning & Construction I DAH O 283 University Operations Building • Rexburg, ID • 83460-8205 • Phone: (208) 496-2651 LONG FORM CONTRACT Project No: Work Order No: Account No: Date THIS CONTRACT, made and executed as of the ?? day of ???, by and between BRIGHAM YOUNG UNIVERSITY -IDAHO, a non-profit Utah corporation of Rexburg, Idaho (hereinafter referred to as "Owner"), and ???. (hereinafter referred to as "Contractor"). WITNESSETH: That for and in consideration of the payments hereinafter specified to be paid by the Owner to the Contractor and the covenants and agreement herein contained to be kept and performed by the parties hereto, the Contractor agrees to the ??? BYU-Idaho in Rexburg, Idaho (hereinafter referred to as the "Project"), and to fumish and deliver all materials, and perform and supervise all work as required herein and by the contract documents hereinafter identified, all of which shall collectively constitute the contract, and shall hereinafter be referred to collectively as the "Contract". ARTICLE I. THE IDENTIFICATION OF CONTRACT DOCUMENTS A. The Plans entitled "???" were prepared by ??? and approved by Rulon Nielsen, Facilities Planning and Construction on ??? B. The Specifications entitled "??T' were prepared by ???, and approved by Rulon Nielsen, Facilities Planning and Construction Director at BYU-Idaho on ??? C. Addendum Number One, dated ??? D. Addendum Number Two, dated ??? E. The Church of Jesus Christ of Latter-day Saints Standard Contract Documents are a part of this Contract, including the Supplementary Conditions. ARTICLE H. THE CONTRACT SUM The Owner agrees to pay to the Contractor, in accordance with the terms hereof, the following: ??? ($). Base Bid $??? Alternate #1 Total $??? The Contractor agrees to accept a total ??? ($) as full compensation for performing his obligation under the contract. ARTICLE III. DATE OF COMPLETION The Contractor agrees to complete the work required by the Contract on or before midnight ???. Time is hereby expressly declared to be of the essence of the contract. ARTICLE IV. THE CONTRACTOR'S REPRESENTATIVE The Contractor's Representative is ??? ARTICLE V. THE OWNER'S REPRESENTATIVE The Owner's Representative is Rulon Nielsen ARTICLE VI. AUDIT The Owner reserves the right to audit financial transactions between the Owner and the Architect regarding this project. IN WITNESS WHEREOF, the Owner has caused this instrument to be signed by its President, attested by its Secretary, and its corporate seal to be hereunto affixed, and the Contractor has hereunto affixed his signature as of the day and year above written. ATTEST: BRIGHAM YOUNG UNIVERSITY -IDAHO Kim B. Clark, President — BYU-Idaho Charles N. Andersen, University Resources Vice President N. Clark, University Operations Managing Director Date CONTRACTOR: Name Print Name Title Address Fed. I.D. # or SSN License Number Date BYU-I Kirkham Bldg. TR & Cabling JHS #1311 GENERAL CONDITIONS for a FIXED SUM (U.S.) TABLE OF CONTENTS SECTION 1 GENERAL PROVISIONS SECTION 2 OWNER SECTION 3 CONTRACTOR SECTION 4 ADMINISTRATION OF THE CONTRACT SECTION 5 SUBCONTRACTORS SECTION 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS SECTION 7 CHANGES IN THE WORK SECTION 8 TIME SECTION 1 - GENERAL PROVISIONS 1.1 DEFINITIONS A. Aareement: the document entitled "Agreement Between Owner and Contractor for a Fixed Sum (U.S.), executed by Owner and Contractor for performance of the Work. B. Architect: the entity identified as such in the Agreement. C. Change In The Work: a modification to the requirements of the Contract Documents or a delay in Substantial Completion resulting from an instruction from Owner or Architect to Contractor or from another event or circumstance. D. Chance Order: a written instrument prepared by Architect and signed by Owner, Contractor, and Architect stating their agreement upon the following: (1) the occurrence of a Change in the Work; (2) the amount of the adjustment, if any, in the Contract Sum as a result of the Change in the Work; and (3) the extent of the adjustment, if any, in the Contract Time as a result of the Change in the Work. E. Construction Change Directive: a written order prepared by Architect and signed by Architect and Owner which: (1) orders a Change in the Work if the terms of a Change Order cannot be agreed upon prior to performance of a Change in the Work described in Section 7.1 or after occurrence of an event or circumstance described in Section 7.2; and (2) stales a proposed basis for adjustment, if any, in the Contract Sum, the Contract Time, or both, resulting from the Change in the Work. F. Contract Documents: the documents identified as such in the Agreement. G. Contract Sum: the total amount set forth in the Agreement payable by Owner to Contractor for performance of the Work. H. Contract Time: the period of time set forth in the Agreement for the Substantial Completion of the Work. I. Contractor: the entity identified as such in the Agreement. Sept. 2013 SECTION 9 PAYMENTS AND COMPLETION SECTION 10 PROTECTION OF PERSONS AND PROPERTY SECTION 11 INSURANCE AND BONDS SECTION 12 UNCOVERING AND CORRECTION OF WORK SECTION 13 RESOLUTION OF DISPUTES SECTION 14 TERMINATION SECTION 15 MISCELLANEOUS PROVISIONS L. Drawings: the documents identified as such in the Agreement. M. Field Change: a written order prepared by Architect and signed by Architect and Contractor for a minor Change in the Work consistent with the general intent of the Contract Documents costing $1,000 or less, resulting in no time extension, and which is necessary to avoid delaying the Work. N. Modification: a written amendment to the Contract Documents in the form of a: 1. Change Order; 2. Construction Change Directive; or 3. Field Change. 0. Owner: the entity identified as such in the Agreement. P. Project: the total construction designed by Architect of which the Work performed under the Contract Documents may be the whole or a part. Q. Product Data: standard illustrations, schedules, perfor- mance charts, instructions, brochures, diagrams, and other information furnished by Contractor to illustrate details regarding materials or equipment to be used in the Work, or the manner of installation, operation, or maintenance of such materials or equipment. R. Project Manual: the document identified as such in the Agreement. S. Samples And Mock-ups: physical examples that illustrate materials, equipment, or workmanship and establish stan- dards by which the Work will be judged. T. Shoo Drawings: drawings, diagrams, illustrations, sched- ules, performance charts, fabrication and installation drawings, setting diagrams, patterns, templates, and other data which illustrate some portion of the Work and confirm dimensions and conformance to the Contract Documents specially prepared by Contractor or any Subcontractor, manufacturer, supplier, or distributor. J. Dav: calendar day unless otherwise specifically defined. U. Specifications: the documents identified as such in the K. Direct Costs: actual costs for labor, materials, equipment, Agreement. insurance, bonds, subcontract costs and onsite supervision relating to the Project. They do not include labor costs for V. Subcontractor: any entity supplying labor, materials, project managers or other off-site administration. equipment, construction or services for the Work under separate contract with Contractor or any other Subcontractor. BYU-Idaho Revision 02 June 2013 Page 1 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 2 - OWNER W. Submittals: Shop Drawings, Product Data, Samples and Mock-ups and any other documents or items furnished by 2,1 OWNER'S DESIGNATED REPRESENTATIVE Contractor or its Subcontractors to Owner or Architect to demonstrate how any portion of the Work will be Owner will designate in writing a representative who will accomplished or the type of materials or products that will be have express authority to bind Owner with respect to all used in the Work. matters requiring Owner's approval or authorization. X. Substantial Completion: Completion of the Work to a point where the local building official issues a Certificate of Occupancy. The date of Substantial Completion is the date certified as such by Architect in accordance with the Contract Documents. Y. Work: all labor, materials, equipment, construction, and services required by the Contract Documents. Z. Written Notice: notice in writing given from one party to the other at the addresses or facsimile numbers listed in the Agreement, or at such other addresses or facsimile numbers as the parties will designate from time to time by Written Notice, and will be effective at the earliest of: 1. The dale of personal delivery to the other party with signed acknowledgment of receipt; or 2. The date sent by facsimile transmission to the other party provided receipt of the facsimile is verified by an electronic confirmation report by the party sending the facsimile transmission and further provided that a confirmation copy is sent to the other party by courier or by registered or certified mail within twenty-four (24) hours after the time and date of the facsimile transmission; or 3. The date of receipt by the other party as stated on the return receipt if sent by registered or certified mail, or by courier. 1.2 CORRELATION AND INTENT OF CONTRACT DOCUMENTS A. The intent of the Contract Documents is to require Contractor to provide all labor, materials, equipment, construction, and services necessary for the proper execution and completion of the Work. The Contract Documents are complementary and what is required by any one will be as binding as if required by all. Contractor will perform the Work in accordance with the requirements expressly set forth in or reasonably inferable from the Contract Documents. B. The organization of the Contract Documents is not intended to control Contractor in dividing the Work among Subcontrac- tors or to establish the extent of the Work to be performed by any trade. C. Words used in the Contract Documents that have well known technical or trade meanings are used therein in accordance with such recognized meanings. D. In the interest of brevity, the Contract Documents may omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the Interpretation of either statement. 1.3 OWNERSHIP AND USE OF CONTRACT DOCUMENTS The Drawings, the Project Manual, and copies thereof are the property of Owner. Contractor will not use these documents on any other project. Contractor may retain one copy of the Drawings and the Project Manual as a contract record set and will return or destroy all remaining copies following final completion of the Work. 2.2 INFORMATION AND SERVICES REQUIRED OF OWNER A. Owner will be responsible for establishment of property lines and benchmarks for grading. B. Owner will furnish to Contractor any information or services it is required to furnish under the Contract Documents with reasonable promptness to avoid delay in the orderly progress of the Work. C. Owner will furnish to Contractors reasonable number of copies of the Drawings, the Project Manual, and the Addenda. 2.3 OWNER'S RIGHT TO INSPECT THE WORK Owner and its representatives will have the right to inspect any portion of the Work wherever located at any time. 2.4 OWNER'S RIGHT TO STOP THE WORK If Contractor fails to carry out the Work in accordance with the Contract Documents or fails to correct Work which is not in accordance with the Contract Documents in a timely manner, Owner may order Contractor in writing to stop the Work, or any portion thereof, unfit the cause for that order has been eliminated. SECTION 3 - CONTRACTOR 3.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR A. By executing the Agreement, Contractor represents that it has visited the Project site, familiarized itself with the local conditions under which the Work is to be performed, and correlated its own observations with the requirements of the Contract Documents. B. Contractor will carefully review and compare the Contract Documents and any other available information relating to the Project prior to commencing and during performance of each portion of the Work and will immediately report to Architect any errors, inconsistencies, and omissions it discovers. C. Should Contractor or any of its Subcontractors become aware of any question regarding the meaning or intent of any part of the Contract Documents prior to commencing that portion of the Work about which there is a question, Contractor will request an interpretation or clarification from Architect before proceeding. Contractor proceeds at its own risk if it proceeds with the Work without first making such a request and receiving an interpretation or clarification from Architect. If neither Contractor nor its Subcontractors become aware of the question until after work on the relevant portion of the Work has commenced, then the following precedence will govern for purposes of determining whether resolution of the question constitutes a Change in the Work: 1. The Agreement lakes precedence over all other Contract Documents. 2. The Supplementary Conditions take precedence over the General Conditions. BYU-Idaho Revision 02 June 2013 Page 2 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3. The General Conditions and Supplementary Conditions materials, and to perform the Work in an expeditious and take precedence over the Drawings and the Specifica- economical manner consistent with the interests of Owner. tions. Q E. F. 4. An Addendum or a Modification take precedence over the document(s) modified by the Addendum or Modification. 5. The Specifications take precedence over the Drawings. 6. Within the Drawings, larger scale drawings take prece- dence over smaller scale drawings, figured dimensions over scaled dimensions, and noted materials over graphic Indications. Contractor will give Architect notice of any additional drawings, specifications, or instructions required to define the Work in greater detail, or to permit the proper progress of the Work, sufficiently in advance of the need for information so as not to delay the Work. It is not Contractors responsibility to ascertain that the Contract Documents are in accordance with requirements of applicable laws, statutes, ordinances, building codes, rules and regulations. However, if Contractor observes that portions of the Contract Documents are at variance with those requirements, Contractor will immediately notify Architect in writing. Contractor will not proceed unless Owner and/or Architect effects Modifications to the Contract Documents required for compliance with such requirements. Contractor will be fully responsible for any work knowingly performed contrary to such requirements and will fully indemnify Owner against loss and bear all costs and penalties arising therefrom. Contractor will take field measurements and verify field conditions and will compare such field measurements and conditions and other information known to Contractor with the Contract Documents before ordering any materials or commencing construction activities. Contractor will immediately report errors, inconsistencies, and omissions that it discovers to Architect. If Contractor orders materials or commences construction activities before taking field measurements and verifying field conditions, Contractor will not be entitled to any compensation for additional costs to Contractor resulting from field measurements or conditions different from those anticipated by Contractor which would have been avoided had Contractor taken field measurements and verified field conditions prior to ordering the materials or commencing construction activities. G. If site conditions indicated in the Contract Documents or other information provided by Owner or Architect to Contractor differ materially from those Contractor encounters in perfor- mance of the Work, Contractor will immediately notify Architect in writing of such differing site conditions. 3.2 SUPERVISION OF CONSTRUCTION PROCEDURES A. Contractor will supervise and direct the Work. Contractor will be solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work. All loss, damage, liability, or cost of correcting defective work arising from the use of any construction means, methods, techniques, sequences or procedures will be bome by Contractor, notwithstanding that such construction means, methods, techniques, sequences or procedures are referred to, indicated or implied by the Contract Documents, unless Contractor has given timely notice to Owner and Architect in writing that such means, methods, techniques, sequences or procedures are not safe or suitable, and Owner has then Instructed Contractor in writing to proceed at Owner's risk. B. Contractor will utilize its best skill, efforts, and judgment to provide efficient business administration and supervision, to furnish at all times an adequate supply of workers and C. Contractor will be responsible for: t. The proper observance of property lines and set back requirements as shown in the Contract Documents; 2. The location and layout of the Work as shown in the Contract Documents with respect to the position of the Work on the property and the elevation of the Work in relation to grade; and 3. Setting and maintaining construction stakes. D. Contractor will be responsible to Owner for the acts and omissions of its employees and Subcontractors as well as persons either directly or indirectly employed by Subcontractors. E. Contractor will not be relieved of its obligation to perform the Work in accordance with the Contract Documents as a result of any tests, inspections, or approvals by Owner, Architect or their consultants. F. Contractor will be responsible for inspection of portions of the Work already completed to determine that such portions are in proper condition to receive subsequent portions of the Work. 3.3 LABOR AND MATERIALS A. Unless otherwise provided in the Contract Documents, Contractor will provide and pay for all labor, materials, equipment, tools, water, heal, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work. B. Contractor will at all times enforce strict discipline and good order among those performing the Work and will not permit employment of any unfit person or anyone not skilled In the tasks assigned to them. C. Contractor is fully responsible for the Project and all materials and work connected therewith until Owner has accepted the Work in writing. Contractor will replace or repair at its own expense any materials or work damaged or stolen, regardless of whether it has received payment for such work or materials from the Owner. D. Contractor will remedy all damage or loss to any property caused in whole or in part by Contractor, any Subcon- tractor, or by anyone for whose acts any of them may be liable. E. Contractor will be responsible for determining that all materials furnished for the Work meet all requirements of the Contract Documents. Architect may require Contractor to produce reasonable evidence that a material meets such requirements, such as certified reports of past tests by qualified testing laboratories, reports of studies by qualified experts, or other evidence which, in the opinion of Architect, would lead to a reasonable certainty that any material used, or proposed to be used, in the work meets the requirements of the Contract Documents. All such data will be furnished at Contractors expense. This provision will not require Contractor to pay for periodic testing of different batches of the same material, unless such testing is specifically required by the Contract Documents to be performed at Contractor's expense. F. Contractor will coordinate and supervise the work performed by Subcontractors so that the Work is carried out without conflict between trades and so that no trade, at any time, causes delay to the general progress of the Work. Contractor and all Subcontractors will at all times afford each trade, any separate contractor, or Owner, reasonable BYU-Idaho Revision 02 June 2013 Page 3 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 opportunity for the installation of Work and the storage of materials. G. Contractor warrants to Owner that the materials and equip- ment furnished for the Work will be new unless otherwise specified by the Contract Documents, and that the Work will be free from defects, and will conform with the requirements of the Contract Documents. Work not conforming to these requirements, Including substitutions not property approved and authorized, may be considered defective in the discretion of Owner. If required by Architect, Contractor will furnish satisfactory evidence as to the kind and quality of the materials and equipment used in performing the Work. H. Owner may elect to purchase materials required for the Work. In that event, Contractor will comply with the procedures set forth in the Contract Documents relating to such materials. 3.4 COMPLIANCE WITH LAWS Contractor will comply with all applicable laws, ordinances, miss, regulations, and orders of any public authorities relating to performance of the Work. 3.5 TAXES A. Contractor will pay all sales, use, consumer, payroll, workers compensation, unemployment, old age pension, surtax, and similar taxes assessed in connection with the performance of the Work. B. Owner will pay all taxes and assessments on the real property comprising the Project site. 3.6 PERMITS AND FEES A. Owner will obtain and pay for all zoning and use permits and permanent easements necessary for completion of the Work. B. Contractor will obtain and pay for the building permit, and all other permits, governmental fees, licenses and inspections necessary for the proper execution and completion of the Work. C. Contractor will secure any certificates of inspection and of occupancy required by authorities having jurisdiction over the Work. Contractor will deliver these certificates to Architect prior to issuance of the Certificate of Substantial Completion by Architect. 3.7 CONTRACTOR'S ON-SITE REPRESENTATIVE Contractor will employ a competent representative acceptable to Owner to supervise the performance of the Work. This representative will be designated in writing by Contractor prior to commencement of work and will not be changed prior to Final Inspection of the Work without prior written consent of Owner. This representative will represent Contractor for all purposes, including communication with Owner. 3.8 CONTRACTOR'S CONSTRUCTION SCHEDULES Sept. 2013 Project Manual, the Drawings, all Addenda, and all Modifications. These documents will be maintained in good order and currently marked to record changes and selec- tions made during construction. In addition, Contractor will keep at the Project site one copy of all Submittals. 3.10 SUBMITTALS A. Submittals are not Contract Documents and do not alter the requirements of the Contract Documents unless incorporat- ed into the Contract Documents by a Modification. B. Contractor will review, approve, and submit to Architect Submittals in accordance with the Contract Documents. By approving Submittals. Contractor represents that it has determined and verified field measurements, field construction criteria, materials, catalog numbers, and similar data, and that it has checked and coordinated each Submittal with the requirements of the Work and of the Contract Documents or vdll make such determination, verification, check, and coordination prior to commencing the relevant portion of the Work. In reviewing Submittals Architect will be entitled to rely upon Contractors representation that such information is correct and accurate. C. Contractor will inform Architect in writing at the time of submission of any Submittal or portion thereof which deviates from the requirements of the Contract Documents. Contractor will provide Architect with documentation demonstrating to Architect that the Submittal is equal to or better than the specified product or work. Contractor will not be relieved of responsibility for deviations from the requirements of the Contract Documents by Architect's acceptance of a Submittal unless Contractor has informed Architect in writing of the deviation and Architect has incorporated the deviation into the Contract Documents by a Modification. D. Contractor will not perform any portions of the Work requiring Submittals until the respective Submittal has been reviewed and accepted in writing by Architect. E. When professional certification of performance criteria of materials, systems or equipment Is required by the Contract Documents, Owner will be entitled to rely upon such certifications, and neither Owner nor Architect will be expected to make any independent examination with respect thereto. F. Submittals not required by the Contract Documents may be returned to Contractor without action. 3.11 CUTTING AND PATCHING Contractor will be responsible for any cutting, fitting, and patching that may be required to complete the Work and make its parts fit together property. 3.12 ACCESS TO WORK Contractor will permit Owner, Architect their representatives A. Contractor will prepare and submit for Owners and Architect's and consultants access to the Work wherever located at information Contractors construction schedule for the Work in any time. accordance with the requirements of the Contract Documents. 3.13 ROYALTIES AND PATENTS B. Contractor will prepare and maintain a Submittal schedule which is coordinated with Contractors construction schedule Contractor will pay all royalties and license fees required by and sets forth specified times for Architect to review the Work or by Contractors chosen method of performing Submittals. the Work. Contractor will defend and hold Owner harmless from all suits or claims for infringement of any patent, 3.9 DOCUMENTS AND SUBMITTALS AT THE SITE license or other intellectual property rights or any loss on.. account thereof. Contractor will keep at the Project site for use by Owner, Architect, or their representatives, a record copy of the BYU-Idaho Revision 02 June 2013 Page 4 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3.14 INDEMNIFICATION 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT A. Contractor will indemnify and hold harmless Owner and Owners 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 Owner, its representatives, agents, and employees. This indemnity includes, without limitation, indemnification of Owner from all losses or injury to Owner's property, except to the extent that such loss or injury arises out of the negligence of Owner, its 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 Owner in any lawsuit filed by any Subcontractor relating to the Project. Where liens have been filed against Owners 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 Owner with a title free and clear from any liens of Subcontractors. In the event that Contractor and/or its bonding company are unable to obtain a lien release, Owner in its absolute discretion may require Contractor to provide a bond around the lien or a bond to discharge the lien, at Contractors sole expense. C. In addition to the foregoing, Contractor will indemnify and hold Owner 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, compensation or benefits payable by or for Contractor or a Subcontractor under workers compensation acts, disability benefit acts, or other employee benefit acts. 3.15 PROJECT MEETINGS Contractor will attend and participate in meetings as required by the Contract Documents. SECTION 4 - ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT In the event that Owner terminates its contractual relationship with Architect, Owner will appoint in writing another architect, whose status under the Contract Documents will be that of the former Architect in all respects. A. Architect will make frequent visits to the site to familiarize itself generally with the progress and quality of the Work and to determine if the Work is proceeding in accordance with the Contract Documents. Although Architect is required to make periodic inspections, it is not required to make exhaustive or continuous onsite inspections. On the basis of its observations while at the site, Architect will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defects and deficiencies in the Work. Architect's failure to observe a defect or deficiency in the Work will not relieve Contractor of its duty to perform the Work in accordance with the Contract Docu- ments. B. Architect will review Contractors payment requests and determine the amounts due Contractor in accordance with Section 9. C. Communications between Contractor and Owner relating to the Work will be through Architect. Communications between Owner or Contractor with Architect's consultants relating to the Work will be through Architect. Communications between Owner or Architect and subcontractors relating to the Work will be through Contractor. Communications between Contractor and any separate contractor will be through Architect, except as otherwise specified in the Contract Documents. D. Architect will have the right to condemn and require removal of the following at Contractors expense: 1. Any portion of the Work that does not meet the requirements of the Contract Documents. 2. Any portion of the Work damaged or rendered unsuit- able during installation or resulting from failure to exercise proper protection. E. Architect will have authority to stop the Work, with concurrence of Owner, whenever such stoppage may be necessary in its reasonable opinion to insure the proper performance of the Work. Architect will review Contractor's Submittals and will accept or take other appropriate action regarding the Submittals. Architect's review of the Submittals will be for the limited purpose of checking for general conformance with the Contract Documents and will not be conducted for the purpose of determining the accuracy and completeness of details such as dimensions and quantities, or for substan- tiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of Contractor. Architects review of Submittals will not relieve Contractor of its obligations under the Contract Documents. Architect's review of Submittals will not constitute acceptance of safety precautions or construction means, methods, techniques, sequences or procedures. Architect's acceptance of a specific item will not indicate acceptance of an assembly of which the item is a compo- nent. G. Architect has authority to order Construction Change Directives and Field Changes in accordance with Section 7. H. Architect will conduct inspections to determine the dates of Substantial Completion and final completion, will receive and review written guarantees and related documents required by the Contract and assembled by Contractor, and will review and certify or reject Contractors final payment request. I. Architect will be the interpreter of the performance and requirements of the Contract Documents. Architect's interpretations will be in writing or in the form of drawings. BYU-Idaho Revision 02 June 2013 Page 5 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. When separate contracts are awarded, "Contractor" in the Architect's decisions in matters relating to artistic effect will be Contract Documents in each case will mean the contractor final if consistent with the Contract Documents. who signs each separate contract. SECTION 5 - SUBCONTRACTORS 5.1 AWARD OF SUBCONTRACTS FOR PORTIONS OF THE WORK A. Contractor will enter into contracts with Subcontractors to perform all portions of the Work that Contractor does not customarily perform with its own employees. B. Contractor will not contract with any Subcontractor who has been rejected by Owner. Contractor will not be required to contract with any Subcontractor against whom it has a reasonable objection. C. If Owner refuses to accept any Subcontractor proposed by Contractor. Contractor will propose an acceptable substitute to whom Owner has no reasonable objection. D. Contractor will not make any substitution for any Subcon- tractor that has been accepted by Owner and Architect without the prior written approval of Owner and Architect. 5.2 SUBCONTRACTUAL RELATIONS A. Contractors responsibility for the Work includes the labor and materials of all Subcontractors, including those recommended or approved by Owner. Contractor will be responsible to Owner for proper completion and guarantee of all workmanship and materials under any subcontracts. Any warranties required for such work will be obtained by Contractor in favor of Owner and delivered to Architect. Itis expressly understood and agreed that there is no contractual relationship between Owner and any Subcontractor, and under no circumstances will Owner be responsible for the non-performance or financial failure of any Subcontractor or any effects therefrom. B. Contractor agrees to pay the Subcontractors promptly upon receipt of payment from Owner for that portion of the funds received which represents the Subcontractors portion of the Work completed to Contractors satisfaction for which Owner made payment. C. Contractor will require each Subcontractor to: 1. Be licensed by the state in which the Project is located where such licensing Is required by the governing authority; 2. Be bound by the terms of the Contract Documents as far as they are applicable to the Subcontractors work; 3. Assume toward Contractor the same obligations Contractor has assumed toward Owner, including the prompt payment of its Subcontractors; 4. Submit its applications for payment to Contractor in time to permit Contractor to make timely application to Owner; 5. Execute claim or lien releases or lien waivers for payments made by Contractor; and 6. Make all claims for Changes in the Work to Contractor in the same manner as Contractor is required to make such claims to Owner. SECTION 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM WORK OR AWARD SEPARATE CONTRACTS A. Owner reserves the right to perform work itself or to award separate contracts in connection with the Project. 6.2 MUTUAL RESPONSIBILITY A. Contractor will afford other contractors reasonable opportunity to place and store their materials and equip- ment on site and to perform their work and will properly connect and coordinate its Work with theirs where applicable. B. If any part of Contractor's Work depends upon the work of any separate contractor for proper performance or results, Contractor will inspect and promptly report to Architect any apparent discrepancies or defects in such work that render it unsuitable for proper performance and results. Failure of Contractor to so inspect and report will constitute an acceptance of the work of the separate contractor as fit and proper to receive Contractors Work, except as to defects not then reasonably discoverable. C. Contractor will promptly remedy damage caused by Contractor or any Subcontractor to the completed or partially completed work of other contractors or to the property of Owner or other contractors. 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among Contractor and separate contrac- tors as to the responsibility under their separate contracts for maintaining the Project free from waste materials and rubbish, Owner may clean the Project, allocate the cost among those responsible as Owner and Architect determine to be just, and withhold such cost from any amounts due or to become due to Contractor. SECTION 7 - CHANGES IN THE WORK 7.1 CHANGES IN THE WORK RESULTING FROM AN INSTRUCTION BY OWNER OR ARCHITECT TO CONTRACTOR A. If Owner or Architect gives Contractor an instruction that modifies the requirements of the Contract Documents or delays Substantial Completion, Contractor may be entitled to an adjustment in the Contract Sum and/or the Contract Time. If compliance with the instruction affects the cost to Contractor to perform the Work, the Contract Sum will be adjusted to reflect the reasonable increase or decrease in cost subject to the conditions set forth in Section 7. 1, Paragraphs B through G. If compliance with the instruction delays Substantial Completion, the Contract Time will be extended for a period of time commensurate with such delay subject to the conditions set forth in Section 7. 1, Paragraphs B through G and Section 7.3, Paragraph A and Contractor will be paid liquidated damages for the delay as set forth in Section 7.3, Paragraph B. BYU-Idaho Revision 02 June 2013 B. If Contractor receives an instruction from Owner or Architect that Contractor considers to be a Change in the Work, Contractor, before complying with the instruction, will notify Architect in writing that Contractor considers such instruction to constitute a Change in the Work. If Architect agrees that compliance with the instruction will constitute a Change in the Work, Contractor will furnish a proposal for a Modification in accordance with Section 7.1, Paragraphs C. and D. within ten (10) days. C. If Contractor claims that it is entitled to an adjustment in the Contract Sum (including without limitation costs related to a time extension) as a result of an instruction by Owner or Architect, Contractor will furnish a proposal for a Change Order containing a price breakdown itemized as required by Owner. The breakdown will be in sufficient detail to allow Page 6 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Owner to determine any increase or decrease in Direct Costs as a result of compliance with the instruction. Any amount claimed for subcontracts will be supported by a similar price breakdown and will itemize the Subcontractor's profit and overhead charges. Profit and overhead will be subject to the following limitations: 1. The Subcontractor's profit and overhead will not exceed twelve (12) percent of its Direct Costs. 2. Contractor's profit and overhead on work performed by its own crews will not exceed ten (10) percent of its Direct Costs. 3. Contractor's profit and overhead mark up on work per- formed by its Subcontractors will not exceed five (5) percent of the Subcontractors' charges for such work. B. 4. Amounts due Owner as a result of a credit change will be the actual net savings to Contractor from the Change in the Work as confirmed by Architect. On credit changes, profit and overhead on the originally estimated work will not be credited back to Owner. If both additions and credits are involved in a single Change in the Work, overhead and profit will be figured on the basis of net increase, if any, related to that Change in the Work. D. If Contractor claims that it is entitled to an adjustment in the Contract Time as a result of an instruction from Owner or Architect, Contractor will include in its proposal justification to support Contractor's claim that compliance with the instruction will delay Substantial Completion. E. Upon receipt of Contractor's proposal for Modification, Architect and Owner will determine whether to proceed with the Change in the Work. If Architect and Owner determine to proceed with the Change in the Work, they will issue a Change Order, a Construction Change Directive or a Field Change as appropriate. F. Contractor agrees that if it complies with an instruction from Owner or Architect without first giving written notice to Architect as provided in Section 7.1., Paragraph B, and receiving a Change Order, Construction Change Directive or Field Change, Contractor will not be entitled to any adjustment in the Contract Sum or the Contract Time as a result of the instruction and waives any claim therefor. G. If Contractor is instructed to perform work which it claims constitutes a Change in the Work but which Owner and Architect do not agree constitutes a Change in the Work, Contractor will comply with the instruction. Contractor may submit its claim for adjustment to the Contract Sum, the Contract Time, or both as a dispute pursuant to Section 13 within thirty (30) days after compliance with the instruction. Contractor agrees that if it fails to submit its claim for resolution pursuant to Section 13 within thirty (30) days after compliance with the instruction, then Contractor will not be entitled to any adjustment in the Contract Sum or the Contract Time as a result of the instruction and waives any claim therefor. 7.2 CHANGE IN THE WORK RESULTING FROM AN EVENT OR CIRCUMSTANCE A. If an event or circumstance other than an instruction from Owner or Architect affects the cost to Contractor of performing the Work or delays Substantial Completion, Contractor may be entitled to an adjustment in the Contract Sum and/or the Contract Time. If the circumstance or event affects the cost to Contractor to perform the Work and is caused by a willful or negligent act or omission of Owner or Architect, the Contract Sum will be adjusted to reflect the reasonable increase or decrease in Contractor's cost to perform the Work resulting from the event or circumstance, subject to the conditions set forth in Section 7.2, Paragraphs B through F. If the event or circumstance delays Substantial Completion and is described in Section 7.3, Paragraph A, the Sept. 2013 Contract Time will be extended for a period of time commensurate with such delay subject to the conditions set forth in such section. If the circumstance or event delays Substantial Completion and is caused by a willful or negligent act or omission of Owner or Architect, then Contractor will be compensated for costs incident to the delay in accordance with Section 7.3, Paragraph B. Contractor will not be entitled to any adjustment to the Contract Sum or other damages from Owner as a result of any event or circumstance unless the event or circumstance results from a willful or negligent act or omission of Owner or Architect. If a Change in the Work results from any event or circumstance caused by the willful or negligent act or omission of Owner or Architect, Contractor will give Owner Written Notice of such event or circumstance within twenty- four (24) hours after commencement of the event or circumstance so that Owner can take such action as is necessary to mitigate the effect of the event or circumstance. Contractor will not be entitled to any adjustment in either the Contract Time or the Contract Sum based on any damages or delays resulting from such event or circumstance during a period more than twenty-four (24) hours prior to Contractor giving such Written Notice to Owner. C. Contractor volt submit in writing any claims for an adjustment in the Contract Time and/or the Contract Sum resulting from an event or circumstance within the time limits set forth below. In the event that Contractor fails to submit its claim in writing within the time limits set forth below, then Contractor agrees it will not be entitled to any adjustment in the Contract Time or the Contract Sum or to any other damages from Owner due to the circumstance or event and waives any claim therefor. 1. Claims for an adjustment in the Contract Time due to Inclement weather will be made by the tenth (10th) of the month following the month in which the delay oc- curred. 2. Claims for an adjustment in the Contract Time and/or the Contract Sum due to any other circumstance or event will be submitted within seven (7) days after the occurrence of the circumstance or event. D. If Contractor claims that it is entitled to an adjustment in the Contract Sum (including without limitation costs related to a time extension) because of an event or circumstance resulting from the willful or negligent act or omission of Owner or Architect, Contractor will furnish a proposal for a Change Order containing a price breakdown as described in Section 7.1, Paragraph C. Any amount claimed for increased labor costs as a result of the event or circumstance must be supported by a certified payroll. Any claim for rented equipment or additional material costs must be supported by invoices. E. If Contractor claims that it is entitled to an adjustment in the Contract Time as a result of an event or circumstance, Contractor will include with its claim copies of daily logs, letters, shipping orders, delivery tickets. Project schedules, and other supporting information necessary to justify Contractor's claim that the event or circumstance delayed Substantial Completion. If Contractor is entitled to an adjustment in the Contract Time as a result of an event or circumstance caused by the Wiful or negligent act or omission of Owner or Architect, Contractor will be compen- sated for all costs related to the delay in accordance with Section 7.3, Paragraph B. F. Within thirty (30) days after receipt of Contractor's claim, Architect will either deny the claim or recommend approval to Owner. If Owner approves the claim, the adjustment in the Contract Time and/or Contract Sum will be reflected in a Change Order pursuant to Section 7.5 or a Construction BYU-Idaho Revision 02 June 2013 Page 7 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Change Directive pursuant to Section 7.6. If Owner or Architect denies Contractors claim, Contractor may submit its claim as a dispute pursuant to Section 13 within thirty (30) days of receipt of the denial of the claim. If Contractor fails to submit its claim for resolution pursuant to Section 13 within the thirty (30) day time period, then Contractor agrees it is not entitled to any adjustment in the Contract Time and/ or Contract Sum or any other damages as a result of the event or circumstance and waives any claim therefor. 7.3 EXTENSIONS OF TIME A. If Substantial Completion of the Project is delayed because of any of the following causes, then the Contract Time will be extended by Change Order for a period of time equal to such delay: 1. Labor strikes or lock -outs; 2. Inclement weather; 3. Unusual delay in transportation; 4. Unforeseen governmental requests or requirements; 5. A Change in the Work resulting from an instruction by Owner or Architect to Contractor subject to the conditions set forth in Section 7.1.; or 6. Any other event or circumstance caused by the willful or negligent act or omission of Owner or Architect. B. Contractor will not be entitled to any compensation for delay described in Section 7.3, Paragraph A, subparagraphs 1, 2, 3 and 4. For each day of delay in Substantial Completion described in Section 7.3, Paragraph A, subparagraphs 5 and 6, Contractor will be paid liquidated damages in the amount per day set forth in the Supplementary Conditions to compensate Contractor for all damages resulting from any delay including but not limited to damages for general conditions costs, additional job site costs, additional home office overhead costs, disruption costs, acceleration costs, increase in labor costs, increase In subcontract costs, in- crease in materials costs, and any other costs incident to the delay. Contractor will be entitled to no other compensation relating to the delay. 7.4 DOCUMENTATION OF CHANGES IN THE WORK Every Change in the Work will be documented by a Change Order, a Construction Change Directive or a Field Change. If Owner, Architect and Contractor reach agreement regarding the adjustment in the Contract Sum, if any, and the adjustment in the Contract Time, if any, resulting from a Change in the Work, then the parties will execute a Change Order pursuant to Section 7.5. If Owner, Architect and Contractor cannot reach agreement regarding the adjustment in Contract Sum or the adjustment in Contract Time resulting from a Change in the Work, then Owner and Architect will issue a Construction Change Directive pursuant to Section 7.6. Field Changes require the agreement of Architect and Contractor only. 7.5 CHANGE ORDERS Contractors signature upon a Change Order is Contractors acknowledgment that it is not entitled to any additional adjustment in the Contract Sum or the Contract Time or any other damages or compensation as a result of the Change in the Work other than that provided for in the Change Order, irrespective of whether a subsequent claim for additional compensation or time extensions relating to the Change in the Work is described as a change in the requirements of the Contract Documents, a delay, a disruption of the Work, an acceleration of the Work, an impact on the efficiency of performance of the Work, an equitable adjustment, or other claim and irrespective of whether the impact of the Change in the Work is considered singly or in conjunction with the impact of other Changes in the Work. 7.6 CONSTRUCTION CHANGE DIRECTIVES Sept. 2013 A. Contractor will promptly comply with all Construction Change Directives. B. Pending final resolution of any adjustment in the Contract Sum or Contract Time relating to a Construction Change Directive, the amounts proposed by Owner in the Construction Change Directive may be included in Contractors payment requests once the work relating thereto is completed. C. If after the work described in the Construction Change Directive is completed, Owner, Architect, and Contractor reach agreement on adjustments in the Contract Sum, Contract Time, or both, such agreement will be reflected in an appropriate Change Order. D. If the parties do not reach agreement regarding an adjust- ment to the Contract Sum, Contract Time, or both relating to the Construction Change Directive within thirty (30) days of the completion of the work described therein, then Contractor may submit its claim for an adjustment pursuant to Section 13 within thirty (30) days of the completion of such work. Contractor agrees that if it fails to submit its claim for resolution pursuant to Section 13 within thirty (30) days of completion of the work described in the Construction Change Directive, then it will not be entitled to an adjustment in Contract Sum or Contract Time resulting from such work except as set forth in the Construction Change Directive and waives any claim therefor. 7.7 FIELD CHANGES Architect and Contractor will sign a Field Change order listing the Change In The Work and the Contract Sum including markups before Contractor proceeds with the Field Change. 7.8 WAIVER OF CLAIMS Except as set forth in Section 7, Contractor will not be entitled to any adjustment in the Contract Sum or the Contract Time or for any damages of any kind whatsoever resulting from an instruction from Owner or Architect, any event or circumstance, or any act or omission of Owner or Architect and Contractor expressly waives any and all claims therefor. SECTION 8 - TIME 8.1 TIME IS OF THE ESSENCE A. All time limits stated in the Contract Documents are of the essence. By executing the Agreement, Contractor confirms that the Contract Time is a reasonable period for perform- ing the Work. Contractor will proceed expeditiously with adequate resources and will achieve Substantial Completion within the Contract Time. 8.2 COMMENCEMENT OF THE WORK Contractor will not commence work on the Project site until the dale set forth in the Written Notice to proceed. However, Contractor may enter into subcontracts and secure material for the Project after receipt of the Agree- ment with Owner's authorized signature. Owner will issue the Written Notice to proceed within forty-five (45) days after Owner receives acceptable bonds and evidence of insurance pursuant to Section 11 unless Owner earlier terminates the Agreement pursuant to Section 14. 8.3 DELAY IN COMPLETION OF THE WORK A. For each day after the expiration of the Contract Time that Contractor has not achieved Substantial Completion, BYU-Idaho Revision 02 June 2013 Page 8 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Contractor will pay Owner the amount set forth in the Supple- mentary Conditions as liquidated damages for Owners loss of use of the Project and the added administrative expense to Owner to administer the Project during the period of delay. In addition, Contractor will reimburse Owner for any additional 9.3 Architect's fees, attorneys' fees, expert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result A. of the delay. Owner may deduct any liquidated damages or reimbursable expenses from any money due or to become due to Contractor. If the amount of liquidated damages and reimbursable expenses exceeds any amounts due to Contractor, Contractor will pay the difference to Owner within ten (10) days after receipt of a written request from Owner for payment. B. At the time Architect certifies that Contractor has achieved Substantial Completion, Architect will identify the remaining items to be completed for final completion of the Work and will establish with Contractor a reasonable time for completion of those items. Architect will set forth the items to be completed and the time established for their completion in a Certificate of Substantial Completion. For each day that Contractor exceeds the time allowed for completion of the items set forth in the Certificate of Substantial Complefion, Contractor will pay to Owner as liquidated damages for additional administrative expenses the amount set forth in the Supplementary Conditions. In addition, Contractor will reimburse Owner for any additional Architect's fees, attorneys' fees, expert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result of the delay in completing such items. SECTION 9 - PAYMENTS AND COMPLETION 9.1 SCHEDULE OF VALUES Contractor will submit to Architect a schedule of values which allocates the Contract Sum to various portions of the Work. The schedule of values will be supported by such data to substantiate its accuracy as required by Architect. This schedule, when accepted by Owner and Architect, vd11 be used as a basis for reviewing Contractors payment requests. 9.2 PAYMENT REQUESTS A. Not more than once a month, Contractor will submit a payment request to Architect for Work completed, materials stored on the site, and for materials stored offsite as of the dale of the payment request. The amount of the payment request will be based upon the schedule of values and will be equal to the value of the Work completed: 1. Less retention amounts specified in Supplementary Conditions; 2. Less all prior amounts paid by Owner to Contractor as part of the Contract Sum; and 3. Less offsets allowed under Section 9.4. The payment request may include Changes in the Work that have been performed by Contractor and authorized by Owner and/or Architect pursuant to Section 7. If a payment request includes materials stored offsite, Contractor will include with the payment request a list of the materials, the location where they are stored and the written request of Contractor and its performance bond surety that payment be made for such materials. Sept. 2013 agreement under which an interest therein or an encum- bmnce thereon is retained by the seller or any other person or entity. PAYMENT REQUEST CERTIFICATION Architect will, within seven (7) days after receipt of Contractors payment request, forward to Owner the pay- ment request certified for such amount as Architect determines is property due. If Architect certifies less than the full amount of the payment request, Architect will notify Contractor and Omer of Architect's reasons for withholding certification of the full amount requested. B. The certification of the payment request will constitute a representation by Architect to Owner based upon Architect's observations at the site and the data comprising the payment request, that the Work has progressed to the point indicated and that, to the best of Architect's knowledge, information, and belief, the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion, and to specific qualifications expressed by Architect. However, the certification of the payment request will not constitute a representation that Architect has: 1. Conducted exhaustive or continuous on-site inspec- tions nspecttions to check the quantity or quality of the Work; 2. Reviewed construction means, methods, techniques, sequences, or procedures; 3. Reviewed copies of requisitions received from Subcontractors or other data requested by Owner to substantiate Contractors right to payment; or 4. Made examination to ascertain how or for what purpose Contractor has used money previously paid on account of the Contract Sum. C. In taking action on Contractor's payment request, Owner will be entitled to rely on the accuracy and completeness of the information furnished by Contractor. 9.4 DECISIONS TO WITHHOLD CERTIFICATION AND PAYMENT B. Contractor warrants and guarantees that upon the receipt of payment for materials and equipment, whether incorporated in the Project or not, title to such materials and equipment will pass to Owner free and clear of all liens, claims, security interests, or encumbrances. Notwithstanding this payment and passage of title, Contractor will remain responsible for all such materials and equipment until actual delivery to the project site, incorporation into the Work, and final acceptance by Owner. Contractor further warrants that no material or equipment covered by a payment request is subject to an BYU-Idaho Revision 02 June 2013 A. Architect may withhold certification of a payment request in whole or in part to the extent reasonably necessary to protect Owner if, in the opinion of Architect, the representations to Owner required by Section 9.3, Paragraph B cannot be accurately made. If Architect is unable to certify payment in the amount of the payment request, Architect will notify Contractor and Owner as provided in Section 9.3, Paragraph A. If Contractor and Architect cannot agree on a revised amount, Architect will promptly certify a payment request for the amount for which Architect is able to make such representations to Owner. Architect may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a payment request previously certified, to such extent as may be necessary in Architect's opinion to protect Owner from loss because of: 1. Defective work not remedied; 2. Third -party claims filed or reasonable evidence indicating probable filing of such claims; 3. Failure of Contractor to make payments properly to Subcontractors for labor, materials, equipment, construction or services; 4. Reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; 5. Damage to Owner or another contractor for which Contractor is responsible; Page 9 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 6. Reasonable evidence that the Work will not be complet- ed within the Contract Time and that the unpaid balance B. Acceptance of final payment by Contractor or any Subcon- will not be adequate to cover the cost of completing the tractor will constitute a waiver of claims by the payee Work and damages for the anticipated delay; or except for those claims previously made in writing pursuant 7. Contractors persistent failure to carry out the Work in to Section 7 and identified by Contractor in its affidavit as accordance with the Contract Documents. still pending. B. Owner reserves the right to withhold payments to Contractor, C. If the aggregate of previous payments made by Owner subsequent to Architect's certification of any payment exceeds the amount due Contractor, Contractor will request, in order to protect Owner from loss due to any reimburse the difference to Owner. condition described in Section 9.4, Paragraph A, Subparagraphs 1 through 7. Upon satisfactory resolution of SECTION 10 - PROTECTION OF PERSONS AND any such conditions, payments so withheld will be made. PROPERTY 9.5 PROGRESS PAYMENTS A. Owner will pay Contractor progress payments within the parameters of Section 9.2 within fifteen (15) days after: 1. Contractor has submitted a progress payment request; 2. Contractor has submitted Conditional Waiver and Release Upon Progress Payment documents (in content complying with Utah Code § 38-1-39(4)) executed by each of the subcontractors performing work and/or providing materials covered by the Contractors progress payment request; and 3. Owner receives the certified payment request from Architect. B. After Contractor achieves Substantial Completion and submits its payment request for retained funds and delivers to the Architect Owner's form entitled "Contractor's Substantial Completion Affidavit and Consent of Surety" fully executed by Contractor and its surety, if any, and provides statutory Conditional Waiver and Release documents executed by all subcontractors and suppliers having claim against the retained funds, Owner will pay any unpaid retention less any amounts withheld pursuant to Section 9.4 within forty-five (45) days from the later of (a) the date Owner received Contractors payment request for retained funds and fully executed Contractors Substantial Completion Affidavit and Consent of Surety, (b) the date a certificate of occupancy is issued; (c) the date that a building inspector having authority to issue its own certificate of occupancy does not issue that certificate but permits occupancy. C. Owner will make payments to Contractor by either placing the payments in the United States mail addressed to Contractor or by electronic transfer at Owners discretion. D. Upon receipt of any payment from Owner, Contractor will pay to each Subcontractor the amount paid to Contractor on account of such Subcontractor's portion of the Work. E. Contractor will maintain a copy of each payment request at the Project site for review by the Subcontractors. F. No payment made under the Contract Documents, either in whole or in part, will be construed to be an acceptance of defective or improper materials or workmanship. G. In addition and notwithstanding the foregoing. Owner will also withhold and retain 5% of payments made to Contractor. PII-1• aCfit gy\65141Y1 A. Owner will make full and final payment of the Contract Sum within twenty-one (21) days of the completion of all of the following requirements: 1. Contractor has submitted its final payment request; 2. Architect has declared to Owner in writing that the Work is complete; and 3. Architect has received conditional releases or releases or waivers of lien from all Subcontractors. 10.1 SAFETY PRECAUTIONS AND PROGRAMS Contractor will be responsible to Owner for initiating and supervising all safety programs in connection with the performance of the Work. 10.2 SAFETY OF PERSONS AND PROPERTY A. Contractor will take reasonable precautions to prevent damage, injury, or loss to: 1. All persons on the site; 2. The Work and materials and equipment to be incorpo- rated into the Work; and 3. Other property at the site or adjacent to it. B. Contractor will give notices and comply with applicable laws, ordinances, rules, regulations, and other lawful requirements of public authorities bearing on the safety or protection of persons and property. C. Contractor will designate a responsible member of its organization at the site whose duly will be the prevention of accidents. This person will be Contractors onsite representative unless otherwise designated in writing by Contractor to Owner and Architect, 10.3 EMERGENCIES In case of an emergency endangering life or threatening the safety of any person or property, Contractor may, without wailing for specific authorization from Architect or Owner, act at its own discretion to safeguard persons or property. Contractor will immediately notify Architect of such emergency action and make a full written report to Architect within five (5) days after the event. SECTION 11 - INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE A. Contractor will obtain the following insurance and provide evidence thereof as described below prior to commencement of the Work or within ten (10) days after signing the Agreement, whichever is earlier: 1. Workers Compensation Insurance. 2. Employers Liability Insurance with minimum limits of the greater of $500,000 per accident/disease or as required by the law of the state in which the Project is located. 3. Commercial General Liability Insurance - ISO Form CG 00 01 (10/93) or equivalent Occurrence Policy which will provide primary coverage in the event of any Occurrence Claim, or Suit, with: a. Limits of not less than: 1) $2,000, 000 General Aggregate; 2) $2,000, 000 Products - Comp/OPS Aggre- gate: 3) $1,000, 000 Personal and Advertising Injury: 4) $1,000, 000 Each Occurrence; 5) $50,000 Fire Damage (any one fire); and BYU-Idaho Revision 02 June 2013 Page 10 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 6) $5,000 Medical Expense (anyone person). 1. Contractor will report the loss immediately to b. Endorsements attached thereto including the builders risk commercial insurer by calling 1-877- following or their equivalent: NEWLOSS (639-5677) and shall make such further written 1) ISO Form CG 25 03 (10/93), Amendment Of submissions as required and otherwise comply with all Limits of Insurance (Designated Project or requirements of the builders disk policy. Premises), describing the Agreement and 2. Contractor will report the loss Immediately to the specifying limits as shown above. Owner. 2) ISO Form CG 20 10 (10/93), Additional Insured 3. Contractor will immediately notify its general -- Owners, Lessees, Or Contractors (Form B), liability insurance carder of the loss. naming Owner and Architect as additional 4. Contractor will take all necessary and insureds. appropriate actions to protect the property and individuals 4. Automobile Liability Insurance, with: from further loss, harm, and injury. In the event there are a. A minimum limit of $1,000,000 Combined Single damages resulting from fire or water, restoration shall be Limit per accident; and performed only by a certified restoration contractor, b. Coverage applying to "Any Auto." 5. To the extent possible, Contractor will preserve and not disturb the evidence of the loss until after the B. Contractor will provide evidence of such insurance to Owner builders risk commercial insurer and all interested parties as follows: and their insurance carriers have had the opportunity to view and investigate the site and loss. 1. Deliver to Owner a Certificate of Insurance, on ACORD 6. Contractor will cooperate with Owner and the 25-S (3/93) Form, or equivalent: builders dsk commercial insurer in the investigation, a. Listing Owner as a Certificate Holder and documentation, and settlement of loss claims, including Additional Insured on general liability and any without limitation promptly responding to all requests for excess liability policies; information and documentation from the builders risk b. Attaching the endorsements set forth above. commercial insurer and/or Owner. (Note: If forms other than ISO forms are used, copies of the non-ISO forms Will be attached to this 11.2 PERFORMANCE BOND AND LABOR AND MATERIAL certificate); PAYMENT BOND c. Identifying the Project by specifying individual project name, on said certificate; A. Prior to commencement of the Work or within ten (10) days d. Containing a cancellation clause of the certificate after signing the Agreement, whichever is earlier, amended to read: "Should any of the above Contractor will furnish to Owner a performance bond and a described policies be cancelled before the labor and material payment bond each in an amount equal expiration date thereof, the issuing insurer will mail to one hundred percent (100%) of the Contract Sum as 30 days prior written notice to the certificate holder security for all obligations arising under the Contract names to the left"; Documents. Such bonds will: e. Listing the insurance companies providing 1. Be written on Form AIA Document A312 (1987). coverage (All companies listed must be rated "B+ 2. Be Issued by a surety company or companies licensed Class VII' or better in the A.M. Best Company Key in the state in which the Project is located and holding Rating Guide-Property-Casualty, current edition); valid certificates of authority under Sections 9304 to and 9308, Title 31, of the United States Code as f. Beading the name, address and telephone number acceptable sureties or reinsurance companies on of the producer and an original signature of the federal bonds. authorized representative of the producer. 3. Have a penal sum obligation not exceeding the authorization shown in the current revision of Circular C. Contractor will maintain, from commencement of the Work, #670 as issued by the United Slates Treasury Insurance coverage required in Section 11.1 as follows: Department, i.e. "Treasury List". 1. Commercial General Liability Insurance through 4. Be accompanied by a certified copy of the power of expiration of warranty period specified in Section 12.2, attorney stating the authority of the attorney-in-fact Paragraph B. including completion of any warranty executing the bonds on behalf of the surety. repairs; and 2. All other insurance through Final Payment. B. Owner reserves the right to reject any surety company, performance bond, or labor and material payment bond D. Owner reserves the right to reject any insurance company, with or without cause. policy, endorsement, or certificate of insurance with or without cause. C. The cost of the bonds as required above will be the obligation of Contractor. E. The cost of insurance as required above will be the obligation of Contractor. Contractor will be responsible for payment of SECTION 12 - UNCOVERING AND COR. all deductible amounts under all insurance. RECTION OF WORK F. Owner will provide builders risk insurance for the cost of the 12 1 UNCOVERING OF WORK Project. The policy will be written on an all risk basis with coverage for perils of wind, flood, earthquake, and terrorism, with exclusions standard for the insurance industry. The Contractor will notify Architect at least twenty-four (24) policy will be subject to a $20,000 deductible per occurrence hours in advance of performing work that would cover up which will be the responsibility of Contractor and will not be a work or otherwise make it difficult to perform inspections reimbursable expense. Owner will provide a copy of the required by the Specifications or by applicable governing terms and conditions of the builders dsk policy to Contractor authorities. Should any such work be covered without upon Contractor's request. Contractor will comply with terms, proper notification having been given to Architect, conditions, and deadlines of the builders risk policy. The Contractor will uncover that work for inspection at its own terms, conditions, and deadlines of the builders risk policy expense. shall govern coverage. In addition, when there is a loss which may be covered by the builders risk insurance policy, Contractor will comply with the following: BYU-Idaho Revision 02 June 2013 Page 11 of 13 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 12.2 CORRECTION OF WORK A. Contractor will promptly correct any portion of the Work that is rejected by Architect or which fails to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed, or completed. Contractor will bear the cost of correcting such rejected Work, including additional testing and inspection costs, compensation for Architect's services, and any other expenses made necessary thereby. B. Contractor will remedy any defects due to faulty materials, equipment, or workmanship which appear within a period of one (1) year from the date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents. Contractor will pay all costs of correcting faulty work, including additional Architect's fees, attorneys' fees, expert fees, consultant fees, copy costs, and other expenses when incurred. C. Nothing in the Contract Documents will be construed to establish a period of limitation within which Owner may enforce the obligation of Contractor to comply wrath the Contract Documents. The one-year period specified above has no relationship to the time within which compliance with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractors liability with respect to Contractors obligations. 12.3 ACCEPTANCE OF NONCONFORMING WORK A. If Owner prefers to accept any portion of the Work not in conformance with the Contract Documents, Owner may do so instead of requiring removal and correction of the nonconforming Work. In that event, the Contract Sum will be reduced by an amount agreed upon by the parties that reflects the difference in value to Owner between the Work as specified and the nonconforming Work. Such adjustment may consider increased maintenance costs, early replace- ment costs, increased inefficiency of use, and the like and will be effective whether or not final payment has been made. Such adjustment will be reflected in a Change Order pursuant to Section 7.5. B. Temporary or trial usage by Owner or Architect of mechanical devices, machinery, apparatus, equipment, or other work or materials supplied under the Contract Documents prior to written acceptance by Architect, will not constitute Owner's acceptance. SECTION 13 - RESOLUTION OF DISPUTES 13.1 SUBMITTAL OF DISPUTE Sept. 2013 first submitting the dispute to the Director, 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. 13.2 CONTRACTOR TO PROCEED WITH DILIGENCE Pending final resolution of a dispute hereunder, Contractor will proceed diligently with the performance of its obligations under this Agreement. SECTION 14 - TERMINATION 14.1 TERMINATION BY CONTRACTOR In the event Owner materially breaches any term of the Contract Documents, Contractor will promptly give Written Notice of the breach to Owner. If Owner fails to cure the breach within ten It 0) days of the Written Notice, Contractor may terminale the Agreement by giving Written Notice to Owner and recover from Owner 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 Owner 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 under section 3.14 as well as all warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. 14.2 TERMINATION BY OWNER FOR CAUSE In the event there is any dispute arising under this Agreement which cannot be resolved by agreement between the parties, either party may submit the dispute with all documentation upon which it relies to Director of Project Construction, Physical Facilities Department, 50 East North Temple, 11th 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 Director 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 BYU-Idaho Revision 02 June 2013 Should Contractor fail to provide Owner with the bonds and certificates of insurance required by Section i t within the time specified therein, 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 Contractors schedule, or other- wise materially breach any provision of the Contract Documents, then Owner may, without any prejudice to any other right or remedy, give Contractor Written Notice thereof. If Contractor fails to cure its default within ten If 0) days, Owner may terminate the Agreement by giving Written Notice to Contractor. In such case, Owner may, in Owners sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor and/or take possession of the premises and all materials, tools, equipment, and appliances thereon, and finish the Work by whatever method Owner deems expedient. 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 Owner. Contractor will provide to Owner 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 under section 3.14 as well as all warmnfies in the specifications relative to Work provided through the date of termination survive a termination hereunder. Page 12 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 the Contract Documents, nor will such action or failure to 14.3 TERMINATION BY OWNER FOR CONVENIENCE act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. Notwithstanding any other provision contained in the Contract Documents, Owner may, without cause and in its absolute discretion, terminate the Agreement at any time. In the event of such termination, Contractor will be entitled to recover from Owner the percentage of the Contract Sum equal to the percentage of the Work which 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 Owner 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. Owner may, in Owner's sole discretion, take legal assignment of subcontracts and other contractual rights of Contractor. Without limitation, Contractor's indemnities and obligations under section 3.14 as well as all warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. SECTION 15 - MISCELLANEOUS PROVISIONS 15.1 GOVERNING LAW The parties acknowledge that the Contract Documents have substantial connections to the Slate 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. 15.2 NO WAIVER No action or failure to act by Owner, Architect, or Contractor will constitute a waiver of a right or duty afforded them under 15.3 RULE OF CONSTRUCTION Owner and Contractor agree that the Contract Documents will be deemed to have been drafted by both Owner and Contractor and will not be construed against either Owner or Contractor because of authorship. 15.4 ENFORCEMENT In the event either party commences legal action 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, incurred in that action and on all appeals, from the other party. 15.5 TESTS AND INSPECTIONS A. Owner and Architect have the right to have tests made when they deem it necessary. Tests conducted by Owner or Architect will be paid for by Owner. Should a test reveal a failure of the Work to meet Contract Document requirements, the cost of the test as well as subsequent tests related to the failure necessary to determine compliance with the Contract Documents will be paid for by Owner, with the cost thereof deducted from the Contract Sum by Modification. B. Tests will be made in accordance with recognized stan- dards by a competent, independent testing laboratory. Materials found defective or not in conformity with Contract Document requirements Will be promptly replaced or repaired at the expense of Contractor. C. Owner and Architect have the right to obtain samples of materials to be used in the Work and to test samples for determining whether they meet Contract Document require- ments. Samples required for testing will be furnished by Contractor and selected as directed by Architect. Samples may be required from the sample's source, point of manufacture, point of delivery, or point of installation at Architect's discretion. Samples not required as a Submittal in the Specifications will be paid for by Owner. Should tests reveal a failure of the Sample to meet the Contract Document requirements, Contractor will provide other Samples that comply with the requirements of the Contract Documents. END OF DOCUMENT BYU-Idaho Revision 02 June 2013 Page 13 of 13 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SUPPLEMENTARY CONDITIONS FIXED SUM (U.S.) ITEM 1 - GENERAL 1. Conditions of the Contract apply to each Division of the Specifications. 2. Provisions contained in Division 01 apply to Divisions 02 through 33 of the Specifications. ITEM 2 - LIQUIDATED DAMAGE AMOUNTS: The amount of liquidated damages to be paid to the Contractor for delays under General Conditions Section 7.3, Paragraph B is $300 per day. 2. The amount of liquidated damages to be deducted by Owner from final payment for delays in Substantial Completion of the Work under General Conditions Article 8.3, Paragraph A is $300 per day. 3. The amount of liquidated damages to be deducted by Owner from final payment for delays in completing work itemized on the Substantial Completion Certificate under General Conditions Article 8.3, Paragraph B is $250 per day. ITEM 3 - PERMITS 1. Section 3.6, Paragraph B add the following: B. Contractor shall be reimbursed for the cost of the permits by submitting a copy of the receipt to the Owner. Payment shall be made by check to the Contractor without processing a Change Order. ITEM 4 - MISCELLANEOUS CHANGES IN GENERAL CONDITIONS 1.1 - COMMENCEMENT, PROSECUTION & COMPLETION OF THE WORK A. The Contractor shall be required to commence work October 1, 2013 or promptly after receipt of the contract from the Owner. B. The Contractor shall prosecute the work diligently so as to complete it within the time limit allowed in this document. C. The Contractor agrees to complete this work required by the Contract on or before midnight November 22, 2013. D. Time is hereby expressly declared to be of the essence of the Contract. THE FOLLOWING ADDS TO SECTION 3.7 OF THE GENERAL CONDITIONS: 3.7 — CONTRACTOR'S ON-SITE REPRESENTATIVE B. The superintendent shall be present at the Project site during the progress of the work. BYU-Idaho Rev 01 June 2013 Page 1 of 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 THE FOLLOWING REPLACES SECTION 7.1 OF THE GENERAL CONDITIONS: 7.1 CHANGES IN THE WORK RESULTING FROM AN INSTRUCTION BY OWNER OR ARCHITECT TO CONTRACTOR A. The contract language contained in the Supplementary General Conditions take precedence over all other change order pricing contract provisions in the contract documents. It is understood that these contract provisions will govern the pricing and administration of all change order proposals to be submitted by the General Contractor and/or the Trade Contractors and/or the Subcontractors and/or all other lower tier sub -subcontractors (all referred to as "Contractor"). In the event of a conflict between the other contract documents used for the project, these change order pricing contract provisions shall govern. B. Contractor agrees that it will incorporate the provisions into all agreements with lower tier Contractors. It is understood that these change order pricing provisions apply to all types of contracts and/or subcontracts specifically including lump sum (or fixed price contracts), unit price contracts, and/or cost plus contracts. It is further understood that these change order provisions will apply to all methods of change order pricing specifically including lump sum change order proposals, unit price change order proposals, and cost plus change order proposals. C. Whenever change order proposals to adjust the contract price become necessary, the Owner will have the right to select the method of pricing to be used by the contractor in accordance with the pricing provisions. The options will be (1) lump sum change order proposal, (2) unit price change order proposal, or (3) cost plus change order proposal as defined in the following provisions. 1. Lump Sum Change Order Proposals: The Owner will require itemized change orders on all change order proposals from the Contractor, subcontractors, and sub -subcontractors regardless of tier. Details to be submitted will include detailed line item estimates showing detailed materials quantity take -offs, material prices by item and related labor hour pricing information and extensions (by line item or by drawing as applicable.) 2. Labor: Estimated labor hours shall include hours only for those workmen and working foremen directly involved in performing the change order work. Supervision above the level of working foremen (such as general foremen, superintendent, project manager, etc.) is considered to be included in the Markup Percentages as outlined in paragraphs 1.6 and 1.7. 3. Labor Burden: Labor burden allowable in change orders shall be defined as employer's net actual cost of payroll taxes (FICA, Medicare, SUTA, FUTA), net actual cost for employer's cost of union benefits (or other usual and customary fringe benefits if the employees are not union employees), and net actual cost to employer for worker's compensation insurance taking into consideration adjustments for experience modifiers, premium discounts, dividends, rebates, expense constants, assigned risk pool costs, net cost reductions due to policies with deductibles for self-insured losses, assigned risk rebates, etc. Contractor shall reduce their standard payroll tax percentages to properly reflect the effective cost reduction due to the estimated impact of the annual maximum wages subject to payroll taxes. 4. Material: Estimated material change order costs shall reflect the Contractor's reasonably anticipated net actual cost for the purchase of the material needed for the change order work. Estimated material costs shall reflect cost reductions available to the Contractor due to "non -Cash" discounts, trade discounts, free material credits, and/or volume rebates. Price quotations from material suppliers must be itemized with unit prices for each specific item to be purchased. "Lot pricing" quotations will not be considered sufficient substantiating detail. BYU-Idaho Rev 01 June 2013 Page 2 of 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 5. Equipment: Allowable change order estimated costs may include appropriate amounts for rental of major equipment specifically needed to perform the change order work (defined as tools and equipment with an individual purchase cost of more than 750). For contractor owned equipment, the "bare" equipment rental rates allowed to be used for pricing change order proposals shall be 75% of the monthly rate listed in the most current publication of The AED Green Book divided by 176 to arrive at a maximum hourly rate to be applied to the hours the equipment is used performing the change order work. Further, for contractor owned equipment the aggregate equipment rent charges for any single piece of equipment used in all change order work shall be limited to 50% of the fair market value of the piece of equipment when the first change order is priced involving usage of the piece of equipment. Fuel necessary to operate the equipment will be considered as a separate direct cost associated with the change order work. 6. Maximum Markup Percentage Allowable on Self -Performed Work: With respect to pricing change orders, the maximum Markup Percentage Fee to be paid to any Contractor (regardless of tier) on self -performed work shall be a single markup percentage not -to -exceed fifteen percent (15%) of the net direct cost of (1) direct labor and allowable labor burden costs applicable to the change order or extra work; (2) the net cost of material and installed equipment incorporated into the change or extra work, and (3) net rental cost of major equipment and related fuel costs necessary to complete the change in the Work. The markup computed using the above formula shall be considered to be allocated 2/3 to cover applicable overhead costs directly attributable to the field overhead costs related to processing, supervising and performing, the change order work, and the remaining 1/3 to cover home office overhead costs and profit. Maximum Markup Percentages Allowable on Work Performed by Lower Tier Contractors: With respect to pricing the portion of change order proposals involving work performed by lower tier contractors, the maximum Markup Percentage Fee allowable to the Contractor supervising the lower tier contractor's work shall not exceed five percent (5%) of the net of all approved change order work performed by all subcontractors combined for any particular change order proposal. The markup computed using the above formula shall be considered to be allocated 2/3 to cover applicable overhead costs directly attributable to the Feld overhead costs related to processing, supervising and performing the change order work, and the remaining 1/3 to cover home office overhead costs and profit. 8. No Markup on Bonds and Liability Insurance Costs: Change Order cost adjustments due increases or decreases in bond or insurance costs (if applicable) shall not be subject to any Markup Percentage Fee. 9. Direct and Indirect Costs Covered by Markup Percentages: As a further clarification, the agreed upon Markup Percentage Fee is intended to cover the Contractor's profit and all indirect costs associated with the change order work. Items intended to be covered by the Markup Percentage Fee include, but are not limited to: home office expenses, branch office and field office overhead expense of any kind; project management; superintendents, general foremen; estimating, engineering; coordinating; expediting; purchasing; detailing; legal, accounting, data processing or other administrative expenses; shop drawings; permits; auto insurance and umbrella insurance; pick-up truck costs; and warranty expense BYU-Idaho Rev 01 June 2013 Page 3 of 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 costs. The cost for the use of small tools is also to be considered covered by the Markup Percentage Fee. Small tools shall be defined as tools and equipment (power or non -power) with an individual purchase cost of less than $750. 10. Deduct Change Orders and Net Deduct Changes: The application of the markup percentages referenced in the preceding paragraphs 1.6 and 1.7 will apply to both additive and deductive change orders. In the case of a deductive change order, the credit will be computed by applying the sliding scale percentages as outlined in paragraphs 1.6 and 1.7 so that a deductive change order would be computed in the same manner as an additive change order. In those instances where a change involves both additive and deductive work, the additions and deductions will be netted and the markup percentage adjustments will be applied to the net amount. 11. Contingency: In no event will any lump sum or percentage amounts for "contingency" be allowed to be added as a separate line item in change order estimates. Unknowns attributable to labor hours will be accounted for when estimating labor hours anticipated to perform the work. Unknowns attributable to material scrap and waste will be estimated as part of material costs. 12. Change Order Proposal Time and Change Directives: The Contractor's proposals for changes in the contract amount or time shall be submitted within seven (7) calendar days of the Owner's request, unless the Owner extends such period of time due to the circumstances involved. If such proposals are not received in a timely manner, if the proposals are not acceptable to Owner, or if the changed work should be started immediately to avoid damage to the project or costly delay, the Owner may direct the Contractor to proceed with the changes without waiting for the Contractor's proposal or for the formal change order to be issued. In the case of an unacceptable Contractor proposal, the Owner may direct the Contractor to proceed with the changed work on a cost-plus basis with an agreed upon "not -to -exceed" price for the work to be performed. Such directions to the Contractor by the Owner shall be confirmed in writing by a "Notice to Proceed on Changes" letter within seven (7) calendar days. The cost or credit, and or time extensions will be determined by negotiations as soon as practical thereafter and incorporated in a Change Order to the Contract. THE FOLLOWING ADDS SECTION 7.9 TO THE GENERAL CONDITIONS: 7.9 Owner's Right to Audit A. Liability Insurance and Bonds: In the event the Contractor has been required to furnish comprehensive general liability insurance and/or performance and/or payment bonds as part of the base contract price, a final contract change order will be processed to account for the Contractor's net increase or decrease in comprehensive general liability insurance costs and/or bond premium costs associated with change orders to Contractor's base contract price. B. Accurate Change Order Pricing Information: Contractor (subcontractor or sub -sub contractor) agrees that it is responsible for submitting accurate cost and pricing data to support its Lump Sum Change and/or Cost Plus Change Order Proposals or other contract price adjustments under the contract. Contractor further agrees to submit change order proposals with cost and pricing data which is accurate, complete, current, and in accordance with the terms of the contract with respect to pricing of change orders. BYU-Idaho Rev 01 June 2013 Page 4 of 7 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 C. Right to Verify Change Order Pricing Information: Contractor, subcontractor and sub - sub -contractor agrees that any designated Owner's representative will have the right to examine (copy or scan) the records of the Contractor, subcontractor or sub -sub contractor's records (during the contract period and up to three years after final payment is made on the contract) to verify the accuracy and appropriateness of the pricing data used to price all change order proposals and/or claims. Contractor agrees that if the Owner determines the cost and pricing data submitted (whether approved or not) was inaccurate, incomplete, not current, or not in compliance with the terms of the contract regarding pricing of change orders, an appropriate contract price adjustment will be made. Such post -approval contract price adjustments will apply to all levels of contractors and/or subcontractors and to all types of change order proposals specifically including lump sum change orders, unit price change orders, and cost-plus change orders. D. Requirements for Detailed Change Order Pricing Information: Contractor, subcontractor agrees to provide and require all Subcontractors and sub -subcontractors to provide a breakdown of allowable labor and labor burden cost information as outlined in this Exhibit "A". This information will be used to evaluate the potential cost of labor and labor burden related to change order work. It is intended that this information represent an accurate estimate of the Contractor's actual labor and labor burden cost components. This information is not intended to establish fixed billing or change order pricing labor rates. However, at the time change orders are priced, the submitted cost data for labor rates may be used to price change order work. The accuracy of any such agreed upon labor cost components used to price change orders will be subject to later audit. Approved change order amounts may be adjusted later to correct the impact of inaccurate labor cost components if the agreed upon labor cost components are determined to be inaccurate. THE FOLLOWING REPLACES SECTION 9.5 OF THE GENERAL CONDITIONS: 9.5 PROGRESS PAYMENTS A. Owner will pay Contractor progress payments within the parameters of Section 9.2 within fifteen (15) days after: 1. Contractor has submitted a progress payment request; 2. Contractor has submitted Conditional Waiver and Release Upon Progress Payment documents (in content complying with Utah Code § 38-1-39(4)) executed by each of the subcontractors performing work and/or providing materials covered by the Contractor's progress payment request; and 3. Owner receives the certified payment request from Architect. B. After Contractor achieves Substantial Completion and submits its payment request for retained funds and delivers to the Architect Owner's form entitled "Contractor's Substantial Completion Affidavit and Consent of Surety" fully executed by Contractor and its surety, if any, and provides statutory Conditional Waiver and Release documents executed by all subcontractors and suppliers having claim against the retained funds, Owner will pay any unpaid retention less any amounts withheld pursuant to Section 9.4 within forty-five (45) days from the later of (a) the date Owner received Contractor's payment request for retained funds and fully executed Contractor's Substantial Completion Affidavit and Consent of Surety, (b) the date a certificate of occupancy is issued; (c) the date that a building inspector having authority to issue its own certificate of occupancy does not issue that certificate but permits occupancy. C. Owner will make payments to Contractor by either placing the payments in the United States mail addressed to Contractor or by electronic transfer at Owner's discretion. D. Upon receipt of any payment from Owner, Contractor will pay to each Subcontractor the amount paid to Contractor on account of such Subcontractor's portion of the Work. BYU-Idaho Rev 01 June 2013 Page 5 of 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 E. Contractor will maintain a copy of each payment request at the Project site for review by the Subcon- tractors. F. No payment made under the Contract Documents, either in whole or in part, will be construed to be an acceptance of defective or improper materials or workmanship. G. In addition and notwithstanding the foregoing, Owner will also withhold and retain 5% of payments made to Contractor. These retention funds will be held in an interest bearing account. THE FOLLOWING REPLACES SECTION 9.6 OF THE GENERAL CONDITIONS: 9.6 FINAL PAYMENT A. Owner will make full and final payment of the Contract Sum within thirty (30) days of the completion of all of the following requirements: 1. Contractor has submitted its final payment request; 2. Contractor has submitted Waiver and Release Upon Final Payment documents (in content complying with Utah Code § 38-1-39(4)) executed by each of the subcontractors performing work and/or providing materials covered by the Contractor's final payment request; and 3. Architect has declared to Owner in writing that the Work is complete. B. Acceptance of final payment by Contractor or any Subcontractor will constitute a waiver of claims by the payee except for those claims previously made in writing pursuant to Section 7 and identified by Contractor in its affidavit as still pending. C. If the aggregate of previous payments made by Owner exceeds the amount due Contractor, Contractor will reimburse the difference to Owner. THE FOLLOWING REPLACES SUB -SECTION F OF SECTION 11.1 OF THE GENERAL CONDITIONS: 11.1 CONTRACTOR'S LIABILITY INSURANCE Owner will provide builders risk insurance for the cost of the Project. The policy will be written on an all risk basis with coverage for perils of wind, flood, earthquake, and terrorism, with exclusions standard for the insurance industry. The policy will be subject to a $5,000 deductible per occurrence which will be the responsibility of Contractor and will not be a reimbursable expense. Owner will provide a copy of the terms and conditions of the builders risk policy to Contractor upon Contractor's request. Contractor will comply with terms, conditions, and deadlines of the builders risk policy. The terms, conditions, and deadlines of the builders risk policy shall govern coverage. In addition, when there is a loss which may be covered by the builders risk insurance policy, Contractor will comply with the following: 1. Contractor will report the loss immediately to builders risk commercial insurer by calling 1-877- NEWLOSS (639-5677) and shall make such further written submissions as required and otherwise comply with all requirements of the builders risk policy. 2. Contractor will report the loss immediately to the Owner. 3. Contractor will immediately notify its general liability insurance carrier of the loss. 4. Contractor will take all necessary and appropriate actions to protect the property and individuals from further loss, harm, and injury. In the event there are damages resulting from fire or water, restoration shall be performed only by a certified restoration contractor. 5. To the extent possible, Contractor will preserve and not disturb the evidence of the loss until after the builders risk commercial insurer and all interested parties and their insurance carriers have had the opportunity to view and investigate the site and loss. BYU-Idaho Rev 01 June 2013 Page 6 of 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 6. Contractor will cooperate with Owner and the builders risk commercial insurer in the investigation, documentation, and settlement of loss claims, including without limitation promptly responding to all requests for information and documentation from the builders risk commercial insurer and/or Owner. THE FOLLOWING ADDS TO SUB -SECTION A OF SECTION 11.2 OF THE GENERAL CONDITIONS: 11.2 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND A. BYU-Idaho does not require Performance Bonds and/or Labor and Material Payment Bonds on bid proposals under $40,000. END OF SUPPLEMENTARY CONDITIONS BYU-Idaho Rev 01 June 2013 Page 7 of 7 W F Z p w O O z 0 U U O Z Z p 00 O N M a a w Q Q a w w i 0 0 0 0 0 0 0 0 M N N N N 19 OW c n H N QO Z N } O d y W — O Z 0 N 0 w C c m o x U F Z W LU M E D U Z Q O o W 2 0 m t U S 1 m Q U 0 W 0 a Z ft }f Z W W a N Z m j J Q w n>. m w O w 0 a�= a O Q y " J Z U O F O W z Z U J K J m W v U r N K w O p Q n .O O z U F- W J U Q U N ni v 6 ro r m � � N 0 0 W F w W U z z 0 O Q Q a BYU-1 Kirkham Bldg. TR Cabling JHS #1311 Sept. 2013 SCHEDULE OF VALUES Job: Date: Page 1 of 1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 1 —GENERAL REQUIREMENTS 011000 SUMMARY..........................................................................................................................1 01 2000 PRICE AND PAYMENT PROCEDURES.........................................................................1-2 012300 ALTERNATES.....................................................................................................................1 01 3000 ADMINISTRATIVE REQUIREMENTS.............................................................................1-3 01 5000 TEMPORARY FACILITIES & CONTROLS......................................................................1-2 016000 PRODUCT REQUIREMENTS ................................ ......................................................... 1-3 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS.........................................................1-5 END OF DIVISION INDEX DIVISION 1 BYU-I Kirkham Bldg. TR & Cabling JI IS 111311 Sept. 2013 SECTION 01 1000 -SUMMARY PART1 GENERAL 1.01 PROJECT A. Project Name: BYU-I Kirkham Building Telecommunications Room & Cabling. 1. BYU-I Project No. 10352 and W.O. 100641. B. Owner's Name: Brigham Young University - Idaho. C. Architect's Name: JHS Architects. D. The Project consists of the remodeling to accommodate the new Telecommunications Room and new data cabling of the Oscar A. Kirkham Building on the BYU-I campus, Rexburg, Idaho. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in the Agreement between BYU-Idaho and the Contractor. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Scope of alterations work is shown on drawings. B. Renovate the following items as identified, complete including operational mechanical and electrical work and finishes: 1. Removal of identified walls and finishes. 2. Revisions to existing mechanical and electrical systems. 3. New interior finishes. C. Plumbing: Minor demolition of existing system. D. HVAC: Add air conditioning as indicated on the drawings. E. Electrical Power and Lighting: Alter existing system and add new construction to accommodate new Telecommunications Room keeping existing system in operation. Provide new telecommunications cabling system and devices.. 1.04 OWNER OCCUPANCY A. Owner intends to occupy the entire building during the construction period. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. 1.05 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. C. Existing building spaces may not be used for storage. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SUMMARY 01 1000-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES PART1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Price and Contract Time. C. Change procedures. D. Procedures for preparation and submittal of application for final payment. 1.02 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. B. Forms filled out by hand will not be accepted. C. Submit Schedule of Values in duplicate within 14 days after date of Owner -Contractor Agreement. D. Revise schedule to list approved Change Orders, with each Application For Payment. E. Refer to Paragraph 9.1 of the General Conditions. 1.03 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. For each item, provide a column for listing each of the following: 1. Item Number. 2. Description of work. 3. Scheduled Values. 4. Previous Applications. 5. Work in Place and Stored Materials under this Application. 6. Authorized Change Orders. 7. Total Completed and Stored to Date of Application. 8. Percentage of Completion. 9. Balance to Finish. 10. Retainage. E. Execute certification by signature of authorized officer. F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. H. Submit three copies of each Application for Payment. I. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. Refer to Paragraph 9.2 of the General Conditions. 1.04 MODIFICATION PROCEDURES A. Refer to Section 7 of the General Conditions. 1.05 APPLICATION FOR FINAL PAYMENT A. Refer to Paragraph 9.6 of the General Conditions. PRICE AND PAYMENT PROCEDURES 012000-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION PRICE AND PAYMENT PROCEDURES 01 2000-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 2300 -ALTERNATES PART1 GENERAL 1.01 SECTION INCLUDES A. Description of alternates. 1.02 RELATED REQUIREMENTS A. Instructions to Bidders: Instructions for preparation of pricing for alternatives. 1.03 ACCEPTANCE OF ALTERNATES A. An Alternate is an amount proposed by Bidders and stated on the Bid Form for certain items that may be added to the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. B. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted alternates will be identified in the Owner -Contractor Agreement. C. Coordinate related work and modify surrounding work to integrate the Work of each alternate. Include as part of each alternate, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. 1.04 SCHEDULE OF ALTERNATES A. Alternate No. ONE - Replace Door, Frame and Hardware: 1. Base Bid Condition: Existing door, frame and hardware into Telecommunications Room remain as they currently exist. 2. Alternative Condition: Replace the existing door, frame and hardware at the Telecommunications Room with new door, frame and hardware as indicated on the Construction Documents. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION ALTERNATES 01 2300-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 3000 -ADMINISTRATIVE REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Progress meetings. C. Construction progress schedule. D. Submittals for review, information, and project closeout. E. Number of copies of submittals. F. Submittal procedures. 1.02 RELATED REQUIREMENTS A. General Conditions: Dates for applications for payment. B. Section 01 1000 - Summary: Stages of the Work, occupancy, . 1.03 PROJECT COORDINATION A. Cooperate with the Owner's Representative in allocation of mobilization areas of site; for field offices and sheds, for Contractor access, traffic, and parking facilities. B. During construction, coordinate use of site and facilities through the Owner's Representative. C. Comply with Architect's procedures for intra -project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. D. Comply with instructions of the Owner's Representative for use of temporary utilities and construction facilities. E. Make the following types of submittals to Architect: 1. Requests for interpretation. 2. Shop drawings, product data, and samples. 3. Test and inspection reports. 4. Manufacturer's instructions and field reports. 5. Applications for payment and change order requests. 6. Progress schedules. 7. Coordination drawings. 8. Closeout submittals. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. 4. Major Subcontractors. 5. Architect's Consulting Engineers. B. Agenda: 1. Distribution of Contract Documents. 2. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 3. Designation of personnel representing the parties to Contract, BYU-Idaho and Architect. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 5. Scheduling. ADMINISTRATIVE REQUIREMENTS 01 3000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 6. Use of premises by the Contractor. 7. Application for Payment procedures. 8. Procedures for maintaining the record documents. C. JHS will record minutes and distribute copies within two days after meeting to participants, with one copy to JHS Architects, Owner, Contractor, participants, and those affected by decisions made. 3.02 PROGRESS MEETINGS A. Architect will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. Meetings will be held on an as -needed basis and per the Owner's desire. B. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. 3.03 CONSTRUCTION PROGRESS SCHEDULE A. Refer to Paragraph 3.8 of the General Conditions. 1. Submit updated schedule with each Application for Payment. 3.04 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. B. Samples will be reviewed only for aesthetic, color, or finish selection. 3.05 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 3.06 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 3.07 NUMBER OF COPIES OF SUBMITTALS A. All submittals: Submit the number of copies which the Contractor requires, plus four which will be retained by the Architect, consulting engineers and the Owner's Representative. B. Samples: Submit the number specified in individual specification sections; one of which will be retained by JHS Architects and one which will be sent to the Owner's Representative. ADMINISTRATIVE REQUIREMENTS 01 3000-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1. Retained samples will not be returned to Contractor unless specifically so stated. 3.08 SUBMITTAL PROCEDURES A. Transmit each submittal with approved form. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. Include the date which the submittal was produced. The date should be on each copy of the submittal, not only on the transmittal. END OF SECTION ADMINISTRATIVE REQUIREMENTS 01 3000-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. Temporary telecommunications services. B. Temporary sanitary facilities. C. Security requirements. D. Vehicular access and parking. E. Waste removal facilities and services. F. Field offices. 1.02 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization. B. Telecommunications services shall include: 1. Email: Account/address reserved for project use. 2. Mobile phone service. 1.03 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. C. Construction personnel may use the existing toilet room facilities in the Kirkham Building during the construction period. The use of the toilet room by construction personnel will be terminated if the priviledge is being abused. 1.04 BARRIERS A. Provide barriers as needed to prevent unauthorized entry into construction areas that could be hazardous to the public. 1.05 SECURITY - SEE SECTION 01 3553 A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.06 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. B. Provide and maintain access to fire hydrants, free of obstructions. C. Parking near the Kirkham Building will be restricted to the Service Drive at the east side of the building as shown on the Construction Documents. Coordinate with the Owner's Representative. 1.07 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. 1.08 FIELD OFFICES A. Space for Project Meetings will be coordinated with the Owner's Representative either inside the Kirkham Building or at another on -campus location. 1.09 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. TEMPORARY FACILITIES AND CONTROLS 015000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION TEMPORARY FACILITIES AND CONTROLS 01 5000-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 6000 - PRODUCT REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner -supplied products. F. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 RELATED REQUIREMENTS A. Document - Instructions to Bidders: Product options and substitution procedures prior to bid date. 1.03 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.03 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. PRODUCT REQUIREMENTS 016000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. E. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 OWNER -SUPPLIED PRODUCTS A. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties, inspections, and service. B. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.04 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. PRODUCT REQUIREMENTS 01 6000-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION PRODUCT REQUIREMENTS 016000-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Cutting and patching. D. Cleaning and protection. E. Starting of systems and equipment. F. Demonstration and instruction of Owner personnel. G. Closeout procedures, except payment procedures. 1.02 RELATED REQUIREMENTS A. Section 01 3000 -Administrative Requirements: Submittals procedures. B. Section 01 5000 - Temporary Facilities and Controls: Temporary interior partitions. 1.03 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 1.04 PROJECT CONDITIONS A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1.05 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and clean-up of work of separate sections. F. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.04 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.05 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non -conforming work. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. F. Restore work with new products in accordance with requirements of Contract Documents. G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. I. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.06 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.07 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.08 DEMONSTRATION AND INSTRUCTION A. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. C. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-4 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3.09 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. B. Testing, adjusting, and balancing HVAC systems: See Section 23 0593. 3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. D. Clean filters of operating equipment. E. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Notify Architect when work is considered ready for Substantial Completion. C. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner -occupied areas. D. Notify Architect when work is considered finally complete. E. Complete items of work determined by Architect's final inspection. END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-5 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 2 — SITE CONSTRUCTION 024100 DEMOLITION...................................................................................................................1-2 END OF DIVISION INDEX DIVISION 2 BYU-I Kirkham Bldg. TR & Cabling JF18 #1311 Sept. 2013 SECTION 02 4100 - DEMOLITION PART1 GENERAL 1.01 SECTION INCLUDES A. Selective demolition of building elements for alteration purposes. 1.02 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 5000 - Temporary Facilities and Controls: Security, protective barriers, and waste removal. C. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.04 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction. PART 2 PRODUCTS 2.01 NOTUSED PART 3 EXECUTION A. Remove designated interior partitions and finishes. Sawcut and remove portions of existing exterior walls as indicated on the Construction Documents. B. Remove other items indicated, for salvage and relocation. 3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 5. Do not close or obstruct roadways or sidewalks without permit. 6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. B. Do not begin removal until receipt of notification to proceed from Owner. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Stop work immediately if adjacent structures appear to be in danger. 3.03 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. DEMOLITION 024100-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. C. Services (Including but not limited to HVAC, Plumbing, and Electrical): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. 3.04 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. 3.05 SPECIAL DEMOLITION REQUIREMENT A. Salvage existing interior doors and hardware for reinstallation on this project or other future projects by the Owner. 1. Inspect and label each lockset as to it's function and condition. 2. Owner's Representative and Architect will determine which hardware and which doors will be reused for a credit change order to the project. END OF SECTION DEMOLITION 024100-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 5 — METALS 055000 METAL FABRICATION.......................................................................................................1 I011961[a]01F BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 05 5000 - METAL FABRICATIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Steel pipe sleeve through CMU wall. B. Epoxy grout. 1.02 REFERENCE STANDARDS A. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless; 2012. B. SSPC-SP 2 - Hand Tool Cleaning; Society for Protective Coatings; 1982 (Ed. 2004). C. ASTM D-790 - Flexural Strength of Epoxy Grouts. PART 2 PRODUCTS 2.01 MATERIALS - STEEL A. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. 2.02 ACCESSORIES A. Epoxy Grout: Flowable, epoxy -based, high strength grout. EPOGROUT 758 by L & M Construction Chemicals, Inc. (Premier Construction Supply, Rigby, Idaho) or approved equal. pxll�_11:10WIN 11[a]k,I A. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. B. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. C. Provide sleeve pipe cleaned and ready for installation and epoxy grouting. 2.04 FABRICATED ITEMS A. Steel Pipe Sleeve: 6 inch diameter standard steel pipe, 8 inches long for installation in 8" CMU wall. 2.05 FINISHES - STEEL A. Steel surfaces to be clean and free of all grease, dirt or solvent. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Obtain approval prior to site cutting or making adjustments not scheduled. C. Install epoxy grout in accordance with manufacturer's instructions. END OF SECTION METAL FABRICATIONS 055000-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 6 —WOODS AND PLASTICS 061000 ROUGH CARPENTRY............................. ...... ............... ................................................... 1-2 ....................... 062000 FINISH CARPENTRY...............................................................................1-2 DIVISION 6 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 06 1000 - ROUGH CARPENTRY PART1 GENERAL 1.01 SECTION INCLUDES A. Communications and electrical room mounting boards. B. Miscellaneous wood nailers, furring, and grounds. C. Alternate ONE: Modification and reframing of TR door opening. 1.02 REFERENCE STANDARDS A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2009. B. PS 20 -American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2010. C. WWPA G-5 - Western Lumber Grading Rules; Western Wood Products Association; 2011. 1.03 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.aisc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Sizes: Nominal sizes as indicated on drawings, S4S. B. Moisture Content: S-dryor MC19. C. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. 2.03 CONSTRUCTION PANELS A. Communications and Electrical Room Mounting Boards: PS 1 A -D plywood; 3/4 inch thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84. 2.04 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot -dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative -treated wood locations, unfinished steel elsewhere. 2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Select material sizes to minimize waste. ROUGH CARPENTRY 061000-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.02 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. 3.03 INSTALLATION OF CONSTRUCTION PANELS A. Communications and Electrical Room Mounting Boards: Secure with concrete screws to concrete or CMU with edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and in field of board. 3.04 CLEANING A. Waste Disposal: Comply with the requirements of Section 017419. 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. END OF SECTION ROUGH CARPENTRY 06 1000-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 06 2000 - FINISH CARPENTRY PART1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items. PLAM wrapped removable access panels. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Support framing and concealed blocking. 1.03 REFERENCE STANDARDS A. ANSI A208.1 - American National Standard for Particleboard; 2009. B. AWI/AWMACANI (AWS) -Architectural Woodwork Standards; 2009. C. NEMA LD 3 - High -Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. 1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. PART 2 PRODUCTS 2.01 FINISH CARPENTRY ITEMS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI Architectural Woodwork Standards for Custom Grade. B. Interior Woodwork Items: 1. Plastic laminate wrapped access panels. 2.02 SHEET MATERIALS A. Particleboard: ANSI A208.1; composed of wood chips, sawdust, or flakes of medium density, made with waterproof resin binders; of grade to suit application; sanded faces. 2.03 PLASTIC LAMINATE MATERIALS A. Plastic Laminate: NEMA LD 3, HGS; color as selected; satin finish . 2.04 FASTENINGS A. Stainless steel screws of sufficient length to extend a minimum of 1 1/2 inches into the substrate. Provide stainless steel decorative upholstery washers. 2.05 ACCESSORIES A. Lumber for Shimming, Blocking, and backing: Softwood lumber of any species. 2.06 FABRICATION A. Shop assemble work for delivery to site, permitting passage through building openings. B. Cap exposed plastic laminate finish edges with material of same finish and pattern. C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. FINISH CARPENTRY 062000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3.02 INSTALLATION A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards requirements for grade indicated. B. Set and secure materials and components in place, plumb and level. C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps. 3.03 PREPARATION FOR SITE FINISHING A. Set exposed fasteners. Sand work smooth. 3.04 TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. END OF SECTION FINISH CARPENTRY 062000-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 7 — THERMAL AND MOISTURE PROTECTION 079005 JOINT SEALERS.............................................................................................................1-2 DIVISION 7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 07 9005 - JOINT SEALERS PART1 GENERAL 1.01 SECTION INCLUDES A. Sealants and joint backing. 1.02 REFERENCE STANDARDS A. ASTM C834 -Standard Specification for Latex Sealants; 2010. B. ASTM C920 -Standard Specification for Elastomeric Joint Sealants; 2011. C. ASTM C1193 -Standard Guide for Use of Joint Sealants; 2011a. PART PRODUCTS 2.01 MANUFACTURERS A. Acrylic Emulsion Latex Sealants: 1. Bostik Inc: www.bostik-us.com. 2. Pecora Corporation; AC -20 + Silicone Acrylic Latex Caulking Compound: www.pecora.com. 3. BASF Construction Chemicals -Building Systems: www.buildingsystems.basf.com. 4. Substitutions: See Section 01 6000 - Product Requirements. 2.02 SEALANTS A. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834, Type OP, Grade NF single component, paintable. 1. Color: To be selected by Architect from manufacturer's standard range. 2. Applications: Use for: a. Interior wall and ceiling joints. b. Joints between door and window frames and wall surfaces. c. Other interior joints for which no other type of sealant is indicated. 2.03 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. PART 3 EXECUTION s111NO3_1i1JIk,F-1740[a]L A. Verify that substrate surfaces are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.02 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Protect elements surrounding the work of this section from damage or disfigurement. 3.03 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Perform acoustical sealant application work in accordance with ASTM C919. D. Install bond breaker where joint backing is not used. E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. JOINT SEALERS 07 9005-1 BYLI-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. G. Tool joints concave. 3.04 CLEANING A. Clean adjacent soiled surfaces. 3.05 PROTECTION A. Protect sealants until cured. 1421=O7�9xoi[o7,19 JOINT SEALERS 079005-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 7[V1F111012En I0161*F_\k,I H'I91Z I1Z614TK' 081213 HOLLOW METAL DOORS AND FRAMES ................. ..................................................... 1-2 081416 FLUSH WOOD DOORS ........................... .................. ................. ... .................................. 1-2 087100 DOOR HARDWARE ............................. ........... ...................... ......... ................................. 1-3 HARDWARE SETS SCHEDULE........................................................................................1 wwV &91oPB3 0 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 SECTION 08 1213 - HOLLOW METAL FRAMES PART1 GENERAL 1.01 SECTION INCLUDES A. Non -fire -rated steel frames for non -steel doors. ALTERNATE ONE 1.02 RELATED REQUIREMENTS A. Section 08 7100 -Door Hardware: Hardware and weatherstripping. B. Section 09 9000 - Painting and Coating: Field painting of frames. 1.03 ALTERNATES A. Base Bid: No hollow metal frames. B. Alternate: Provide hollow metal frame at Telecommunications Room (TR). 1.04 REFERENCE STANDARDS Sept. 2013 A. ANSVICC A117.1 -American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009. B. ANSI A250.8 - SDI -100 Recommended Specifications for Standard Steel Doors and Frames; 2003. C. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 1998 (R2011). D. BHMA Al 56.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006. E. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2007. F. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.05 SUBMITTALS A. See Section 01 3000 -Administrative Requirements for submittal procedures. B. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. PART PRODUCTS 2.01 MANUFACTURERS A. Steel Frames with Integral Casings: 1. Assa Abloy Ceco, Curries, or Fleming: www.assaabloydss.com. 2. Steelcraft, an Ingersoll Rand brand: www.steetcraft.com. 3. Substitutions: See Section 016000 - Product Requirements. 2.02 STEEL DOOR FRAMES - GENERAL REQUIREMENTS A. Refer to Door and Frame Schedule on the drawings for frame sizes, fire ratings, sound ratings, finishing, door hardware to be installed, and other variations, if any. B. Accessibility: Comply with ANSVICC A117.1. C. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded in place, in addition to other requirements specified. 2.03 STEEL DOOR FRAMES WITH INTEGRAL CASINGS A. Finish: Factory primed, for field finishing. B. Interior Door Frames, Non -Fire -Rated: Fully welded type. 1. Grade: Comply with frame requirements specified in ANSI A250.8 for Level 1, 18 gage HOLLOW METAL FRAMES 081213-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 2. Finish: Factory primed, for field finishing. 2.04 ACCESSORY MATERIALS A. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. 2.05 FINISH MATERIALS A. Primer: Rust -inhibiting, complying with ANSI A250.10, door manufacturer's standard. PART 3 EXECUTION 3.01 INSTALLATION A. Install frames in accordance with manufacturer's instructions and recommendations and as follows. B. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840. C. Coordinate frame anchor placement with wall construction. D. Coordinate installation of hardware. 3.02 TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edges, crossed corner to corner. END OF SECTION HOLLOW METAL FRAMES 08 1213-2 BYU-I Kirkham Bldg. TR 8 Cabling JHS #1311 Sept. 2013 SECTION 08 1416 - FLUSH WOOD DOORS PART1 GENERAL 1.01 SECTION INCLUDES A. Flush wood doors; flush configuration; non -rated. ALTERNATE ONE. 1.02 RELATED REQUIREMENTS A. Section 08 1213 - Hollow Metal Frames. B. Section 08 7100- Door Hardware. C. Section 09 9000 - Painting and Coating: Site finishing of doors. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) -Architectural Woodwork Standards; 2009. B. ICC (IBC) - International Building Code; 2012. C. ITS (DIR) - Directory of Listed Products; Intertek Testing Services NA, Inc.; current edition. D. WDMA I.S.1-A -Architectural Wood Flush Doors; Window and Door Manufacturers Association; 2011. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details. D. Specimen warranty. E. Manufacturer's Installation Instructions: Indicate special installation instructions. F. Warranty, executed in Owner's name. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum ten years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package, deliver and store doors in accordance with specified quality standard. B. Accept doors on site in manufacturer's packaging. Inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation. 1.07 WARRANTY A. See Section 01 7800 - Closeout Submittals for additional warranty requirements. B. Interior Doors: Provide manufacturer's warranty for the life of the installation. C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Wood Veneer Faced Doors: 1. Graham Wood Doors: www.grahamdoors.com. 2. Eggers Industries: www.eggersindustries.com. 3. Marshfield DoorSystems, Inc: www.marshfielddoors.com. 4. Substitutions: See Section 016000 - Product Requirements. FLUSH WOOD DOORS 081416-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 2.02 DOORS A. All Doors: . 1. Quality Level: Premium Grade, in accordance with AWI/AWMAC/WI Architectural Woodwork Standards. 2. Wood Veneer Faced Doors: 5 -ply unless otherwise indicated. B. Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction. 1. Provide solid core doors at all locations . 2. Wood veneer facing for field transparent finish . 2.03 DOOR CORES A. Non -Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated above. 2.04 DOOR FACINGS A. Wood Veneer Facing for Transparent Finish: Red oak, veneer grade as specified by quality standard, plain sliced, random veneer match, balance assembly match; unless otherwise indicated. Door is to match the existing office doors at the lower level of the Kirkham Bldg. B. Facing Adhesive: Type I - waterproof. 2.05 DOOR CONSTRUCTION A. Fabricate doors in accordance with door quality standard specified. B. Cores Constructed with stiles and rails: 1. Provide solid blocks at lock edge for hardware reinforcement. 2. Provide solid blocking for other throughbolted hardware. C. Factory machine doors for hardware other than surface -mounted hardware, in accordance with hardware requirements and dimensions. D. Factory prepare door to receive future controlled access hardware. Refer to the hardware specification. E. Provide edge clearances in accordance with the quality standard specified. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. B. Use machine tools to cut or drill for hardware. C. Coordinate installation of doors with installation of frames and hardware. 3.03 TOLERANCES A. Maximum Diagonal Distortion (Warp): 1/8 inch measured with straight edge or taut string,corner to corner, over an imaginary 36 x 84 inche surface area. B. Maximum Vertical Distortion (Bow): 1/8 inch measured with a straight edge or taut string, top to bottom, over an imaginary 36 x 84 inch surface area. C. Maximum Width Distortion (Cup): 1/8 inch measured with straight edge or taut string, edge to edge over a 36 inch wide surface. END OF SECTION FLUSH WOOD DOORS 081416-2 BYU-1 Kirkham Bldg. TR & Cabling it IS #1311 SECTION 08 7100 - DOOR HARDWARE PART1 GENERAL 1.01 SECTION INCLUDES Sept. 2013 A. Hardware for wood doors. ALTERNATE ONE. B. Coordination with door manufacturer for door preparation for future electrically operated and controlled hardware. 1.02 RELATED REQUIREMENTS A. Section 08 1213 - Hollow Metal Frames, B. Section 08 1416 - Flush Wood Doors. C. Section 02 4100 - Demolition: Special demolition requirements pertaining to doors and door hardware. 1.03 REFERENCE STANDARDS A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009. B. BHMAAt56.1 -American National Standard for Butts and Hinges; Builders Hardware Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.1). C. DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors; Door and Hardware Institute; 1993; also in WDHS-1/WDHS-5 Series, 1996. D. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.04 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this project. C. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. D. Maintenance Materials and Tools: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 6000 - Product Requirements, for additional provisions. 2. Tools: One set of all special wrenches or tools applicable to each different or special hardware component, whether supplied by the hardware component manufacturer or not. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum ten years of documented experience. B. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with ten years of experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. fi�rY�M/d:1:7e1:Yi1 A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B. Provide five year warranty for door closers. DOOR HARDWARE 087100-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 2 PRODUCTS 2.01 MANUFACTURERS - BASIS OF DESIGN A. Manufacturers listed with an asterisk * are used in the Hardware Sets Schedule. 1. Hinges: Ives*, McKinney, Hager, Stanley 2. Cylindrical Locks: Schlage* 3. Silencers: Ives*, Hager 4. Interchangeable Cores: Schlage* 5. Closers: LCN* 6. Power Transfers: VonDuprin* 7. Door Protection: Ives*, Builders Brass B. Substitutions: See Section 01 6000 - Product Requirements. C. Substitutions are not allowed for cylindrical locks, interchangeable cores,closers and exit devices. 2.02 DOOR HARDWARE -GENERAL A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated. B. Provide all items of a single type of the same model by the same manufacturer. C. Provide products that comply with the following: 1. Applicable provisions of federal, state, and local codes. 2. Products Requiring Electrical Connection: Listed and classified by UL as suitable for the purpose specified and indicated. D. Finishes: Identified in schedule. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work; labeled, fire -rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings. B. Verify that electric power is available to power operated devices and of the correct characteristics. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Mounting heights for hardware from finished floor to center line of hardware item: 1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural Hardware for Steel Doors and Frames." 2. For wood doors: Comply with DHI "Recommended Locations for Architectural Hardware for Wood Flush Doors." 3.03 ADJUSTING A. Adjust work under provisions of Section 01 7000. B. Adjust hardware for smooth operation. C. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal. 3.04 CLEANING A. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made. Replace items that cannot be cleaned to manufacturer's level of finish quality at no additional cost. mujl z oild*01[a]! A. Protect finished Work under provisions of Section 01 7000. DOOR HARDWARE 087100-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. Do not permit adjacent work to damage hardware or finish. 3.06 SCHEDULE -ATTACHED =QIffI*1�9*Q_d1*IP DOOR HARDWARE 087100-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 HARDWARE SETS HW 1 ALTERNATE ONE TR DOOR 3 EA HINGE 5661 4.5 x 4.5 NRP 612 IVES 1 EA POWER TRANSFER EPT-10 (For Future Use) 689 VON DUPREN 1 EA STOREROOM LOCK ND80 JD RHO 612 SCHLAGE 1 EA PRIMUS 29 CORE 20-740 612 SCHLAGE 1 EA SURFACE CLOSER 4040 XP SCUSH TBWMSX30 612 LCN 1 EA KICKPLATE 8400 10" x 2" LDW 612 IVES 2 EA SILENCERS SR64 GRY IVES PREPARE DOOR AND FRAME FOR FUTURE INSTALLATION OF AD-300-CY HARDWARE SETS Page 1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 9 — FINISHES 092116 GYPSUM BOARD ASSEMBLIES ..................... ............................................................... 1-3 092400 PORTLAND CEMENT PLASTERING ................. .......... .................................................. 1-2 092613 GYPSUM VENEER PLASTERING.....................................................................................1 099000 PAINTING AND COATING..............................................................................................1-5 DIVISION 9 ,p, BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES PART1 GENERAL 1.01 SECTION INCLUDES A. Performance criteria for gypsum board assemblies. B. Metal stud furr-down/cable raceway framing. C. Gypsum wallboard. D. Joint treatment and accessories. E. Textured finish system. 1.02 RELATED REQUIREMENTS A. Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements. B. Section 07 9005 - Joint Sealers: Acoustic sealant. 1.03 REFERENCE STANDARDS A. AISI SG02-1 - North American Specification for the Design of Cold -Formed Steel Structural Members; American Iron and Steel Institute; 2001 with 2004 supplement. (replaced SG -971) B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2011. C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2002 (Reapproved 2007). D. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2011 a. E. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw -Attached Gypsum Panel Products; 2011. F. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2011. G. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2011. H. ASTM C1002 - Standard Specification for Steel Self -Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2007. I. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2011. J. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 2012. K. GA -216 -Application and Finishing of Gypsum Board; Gypsum Association; 2010. 1.04 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system. C. Product Data: Provide manufacturer's data on partition head to structure connectors, showing compliance with requirements. D. Samples: Submit two samples of gypsum board finished with proposed texture application, 12 by 12 inches in size, illustrating finish color and texture. 1.06 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing gypsum board application and finishing, with minimum five years of documented experience. GYPSUM BOARD ASSEMBLIES 092116-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 2 PRODUCTS 2.01 GYPSUM BOARD ASSEMBLIES A. Provide completed assemblies complying with ASTM C840 and GA -216. 2.02 METAL FRAMING MATERIALS A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of U240 at 5 psf. 1. Studs: "C" shaped with flat or formed webs with knurled faces. 2. Runners: U shaped, sized to match studs. 3. Ceiling Channels: C shaped. B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. 2.03 BOARD MATERIALS A. Gypsum Wallboard: Paper -faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. 2. Thickness: a. Vertical Surfaces: 5/8 inch. b. Ceilings: 5/8 inch. 2.04 ACCESSORIES A. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions. 1. Ready -mixed vinyl -based joint compound. B. Textured Finish Materials: Latex -based compound; plain. C. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to Wood Members, and to Gypsum Board: ASTM C1002; self -piercing tapping type; cadmium -plated for exterior locations. D. Screws for Attachment to Steel Members From 0.033 to 0.112 inch in Thickness: ASTM C954; steel drill screws for application of gypsum board to loadbearing steel studs. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.02 FRAMING INSTALLATION A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions. B. Suspended Ceilings and Soffits: Space framing and furring members as indicated. C. Openings: Reinforce openings as required for weight of doors or operable panels, using not less than double studs at jambs. 3.03 BOARD INSTALLATION A. Comply with ASTM C 840, GA -216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations. B. Single -Layer Non -Rated: Install gypsum board perpendicular to framing, with ends and edges occurring over firm bearing. 1. Exception: Tapered edges to receive joint treatment at right angles to framing. 3.04 INSTALLATION OF TRIM AND ACCESSORIES A. Control Joints: Place control joints consistent with lines of building spaces and as indicated. B. Corner Beads: Install at external corners, using longest practical lengths. C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated. GYPSUM BOARD ASSEMBLIES 092116-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3.05 JOINT TREATMENT A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 1. Feather coats of joint compound so that camber is maximum 1/32 inch. 3.06 TEXTURE FINISH A. Apply finish texture coating by means of spraying apparatus in accordance with manufacturer's instructions and to match approve sample and the existing surrounding surfaces. 3.07 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction. END OF SECTION GYPSUM BOARD ASSEMBLIES 092116-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 09 2400 - PORTLAND CEMENT PLASTERING PART1 GENERAL 1.01 SECTION INCLUDES A. Portland cement plaster for installation over metal lath, masonry, concrete, and solid surfaces. B. Patching and repair of existing surfaces. 1.02 RELATED REQUIREMENTS A. Section 09 2116 - Gypsum Board Assemblies: Metal stud framing and furring for plaster. 1.03 REFERENCE STANDARDS A. ASTM C150/C150M - Standard Specification for Portland Cement; 2012. B. ASTM C206 - Standard Specification for Finishing Hydrated Lime; 2003 (Reapproved 2009). C. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). D. ASTM C926 - Standard Specification for Application of Portland Cement -Based Plaster; 2012a. PART2 PRODUCTS 2.01 PLASTER MATERIALS A. Portland Cement, Aggregates, and Other Materials: In accordance with ASTM C926. B. Portland Cement: ASTM C150, Type I. C. Lime: ASTM C206, Type S. D. Aggregate: Natural sand, within the following sieve sizes and percentage retained limits: 1. No. 4: 0. 2. No. 8: 0 to 5. 3. No. 16: 5 to 30. 4. No. 30: 30 to 65. 5. No. 50: 65 to 95. 6. No. 100: 90 to 100. E. Water: Clean, fresh, potable and free of mineral or organic matter that could adversely affect plaster. 2.02 METAL LATH A. Galvanized diamond mesh metal lath meeting requirements of ASTM C847. 2.03 PLASTER MIXES A. Over Solid Bases: Two -coat application, mixed and proportioned in accordance with manufacturer's instructions. B. Over Metal Lath: Three -coat application, mixed and proportioned in accordance with manufacturer's instructions. C. Mix only as much plaster as can be used prior to initial set. D. Mix materials dry, to uniform color and consistency, before adding water. E. Protect mixtures from freezing, frost, contamination, and excessive evaporation. F. Do not retemper mixes after initial set has occurred. PART 3 EXECUTION 3.01 EXAMINATION A. Verify the suitability of existing conditions before starting work. B. Masonry: Verify joints are cut flush and surface is ready to receive work of this section. Verify no bituminous or water repellent coatings exist on masonry surface. PORTLAND CEMENT PLASTERING 092400-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 C. Concrete: Verify surfaces are flat, honeycomb are filled flush, and surfaces are ready to receive work of this section. Verify no bituminous, water repellent, or form release agents exist on concrete surface that are detrimental to plaster bond. D. Metal Lath and Accessories: Verify lath is flat, secured to substrate, and joint and surface perimeter accessories are in place. 3.02 PLASTERING A. Apply plaster in accordance with ASTM C926. B. Apply second coat immediately following initial set of first coat. C. Avoid excessive working of surface. Delay troweling as long as possible to avoid drawing excess fines to surface. D. Moist cure finish coat for minimum period of 48 hours. END OF SECTION PORTLAND CEMENT PLASTERING 092400-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 09 2613 - GYPSUM VENEER PLASTERING PART1 GENERAL 1.01 SECTION INCLUDES A. Gypsum veneer plaster on existing plaster and other substrates. Repairs to existing plaster surfaces after demolition and new construction operations. B. Gypsum veneer base and accessories. 1.02 RELATED REQUIREMENTS A. Section 09 2116 - Gypsum Board Assemblies: Metal stud framing and furring for plaster. 1.03 REFERENCE STANDARDS A. ASTM C587 - Standard Specification for Gypsum Veneer Plaster; 2004 (Reapproved 2009). B. ASTM C843 - Standard Specification for Application of Gypsum Veneer Plaster; 1999 (Reapproved 2012). PART 2 PRODUCTS 2.01 MANUFACTURERS A. Gypsum Veneer Plaster: 1. Georgia-Pacific Gypsum LLC: www.gp.com/gypsum. 2. National Gypsum Company: www.nationalgypsum.com. 3. USG: www.usg.com. 4. Substitutions: See Section 016000 - Product Requirements. 2.02 MATERIALS A. Gypsum Veneer Plaster: ASTM C587, mixed in accordance with manufacturer's instructions. B. Standard Gypsum Veneer Base: ASTM C1396/C1396M; sizes to minimizejoints in place; ends square cut. 1. Thickness: 1/2 inch. 2. Edges: Square. C. Gypsum Veneer Base Trim Accessories: Zinc -coated steel or plastic, complying with ASTM C1047. D. Gypsum Board Accessories: Complying with ASTM C1047. E. Joint Reinforcing for Gypsum Veneer Base: As specified in ASTM C587. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrates are ready to receive work. 3.02 INSTALLATION - GYPSUM PLASTER BASE A. Use drywall screws to fasten gypsum base to framing substrate where needed. B. Tape, fill, and sand filled joints, edges, corners, openings, and trim to produce surface ready to receive veneer finish. C. Feather coats onto adjoining surfaces so that joint camber is maximum 1/32 inch. 3.03 INSTALLATION -VENEER PLASTER A. Install gypsum veneer plaster in accordance with ASTM C843 and manufacturer's instructions. B. Finish surface to flat, smooth, hard trowel finish. END OF SECTION GYPSUM VENEER PLASTERING 092613-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 09 9000 - PAINTING AND COATING PART1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation where needed. B. Field application of paints, stains, varnishes, and other coatings. C. Scope: Finish all interior surfaces exposed to view, unless fully factory -finished and unless otherwise indicated, including the following: 1. Both sides and edges of plywood backboards for electrical and telecom equipment before installing equipment. 2. Repaint existing walls needing repair and touch-up from corner to corner or as instructed by the Architect or the Owner's Representative. 3. Provide preparation and paint touch-up at 2,500 square feet of existing CMU, Plaster and textured gypsum board wall surfaces. D. Alternate One: Prepare and paint new hollow metal door frame at Telecommunications Room. E. Alternate One: Prepare and finish new hardwood veneer door at Telecommunications Room to match existing doors. F. Alternate One: Prepare and paint wall surfaces around and adjacent to the new door and frame at the Telecommunications Room to match the existing walls. G. Do Not Paint or Finish the Following Items: 1. Items fully factory -finished unless specifically so indicated; materials and products having factory -applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment. 5. Floors, unless specifically so indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2012. B. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood -Base Materials; 2007. C. SSPC (PM1) - Good Painting Practice: SSPC Painting Manual, Vol. 1; Society for Protective Coatings; Fourth Edition. 1.03 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Product Data: Provide complete list of all products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number (e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Manufacturer's Instructions: Indicate special surface preparation procedures. D. Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated surfaces. PAINTING AND COATING 09 9000-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum ten years documented experience. B. Applicator Qualifications: Company specializing in performing the type of work specified with minimum five years experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles measured mid -height at substrate surface. PART PRODUCTS 2.01 MANUFACTURERS A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. B. Paints: 1. Glidden Professional: www.gliddenprofessional.com. 2. Kwal Paint, a Comex Group company: www.kwalpaint.com. 3. Benjamin Moore & Co: www.benjaminmoore.com. 4. Pratt & Lambert Paints: www.prattandlambert.com. 5. Sherwin-Williams Company: www.sherwin-williams.com. C. Transparent Finishes: 1. Sherwin-Williams Company: www.sherwin-williams.com. D. Stains: 1. Sherwin-Williams Company: www.sherwin-williams.com. E. Primer Sealers: Same manufacturer as top coats. F. Block Fillers: Same manufacturer as top coats. G. Substitutions: See Section 016000 - Product Requirements. 2.02 PAINTS AND COATINGS -GENERAL A. Paints and Coatings: Ready mixed, unless intended to be a field -catalyzed coating. 1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each coating material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. B. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer. C. Volatile Organic Compound (VOC) Content: PAINTING AND COATING 099000-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D --National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. 2.03 PAINT SYSTEMS -INTERIOR A. Paint I -OP - All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, concrete masonry, wood, and plaster. 1. Two top coats and one coat primer. 2. Top Coat(s): MPI High Performance Architectural Interior Latex; MPI #138-141. 3. When repainting existing painted surfaces, provide one top coat unless otherwise instructed by the Architect or the Owner's Representative. 4. Primer(s): As recommended by manufacturer of top coats. B. Paint I -OP -MD -DT - Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals and wood: 1. Two top coats and one coat primer. 2. Top Coat(s): MPI Interior Epoxy -Modified Latex; MPI #115, 215. 3. Primer(s): As recommended by manufacturer of top coats. C. Paint I -TR - Transparent Finish on Wood, Unless Otherwise Indicated: 1. Stain: MPI Semi -Transparent Stain for Wood; MPI #90. 2. Top Coat(s): MPI Polyurethane Varnish, Oil Modified; MPI #56, 57. D. Paint WI -OP -3L - Wood, Opaque, Latex, 3 Coat: 1. One coat of latex primer sealer. 2. Semi -gloss: Two coats of latex enamel; color as selected. 2.04 ACCESSORY MATERIALS A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required to achieve the finishes specified whether specifically indicated or not; commercial quality. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Test shop -applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 2. Plaster and Stucco: 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to coating application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. PAINTING AND COATING 099000-3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impervious surfaces by scrubbing with solution of tetra -sodium phosphate and bleach. Rinse with clean water and allow surface to dry. F. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri -sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair. H. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces. I. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning. J. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. K. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-PC 2 (hand tool cleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning). L. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand or power tool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs. M. Shop -Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. N. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. O. Interior Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25 percent with thinner. P. Wood Doors to be Field -Finished: Seal wood door top and bottom edge surfaces with clear sealer. Q. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces. 3.03 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. Apply each coat to uniform appearance. D. Sand wood and metal surfaces lightly between coats to achieve required finish. E. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. F. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. PAINTING AND COATING 099000-4 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. END OF SECTION PAINTING AND COATING 099000-5 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 23 — HVAC 230501 COMMON HVAC REQUIREMENTS...............................................................................1-7 230502 DEMOLITION AND REPAIR...............................................................................................1 230716 MECHANICAL INSULATION AND FIRE STOPPING........................................................1 230720 REFRIGERANT PIPING INSULATION...........................................................................1-2 230800 FIRE STOPPING.................................................................................................................1 232166 SPLIT SYSTEM HEAT PUMP UNITS.............................................................................1-2 232300 REFRIGERANT PIPING SYSTEM..................................................................................1-2 232310 REFRIGERANT SPECIALTIES.......................................................................................1-2 232311 REFRIGERANT PIPE COVER...........................................................................................1 137LVA 61PPE7 �: f BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 0501 — COMMON HVAC REQUIREMENTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Furnish labor, materials, and equipment necessary for completion of work as described in Contract Documents. B. It is the intent of these specifications that the systems specified herein are to be complete and operational before being turned over to the owner. During the bidding process, the contractor is to ask questions or call to the engineer's attention any items that are not shown or may be required to make the system complete and operational. Once the project is bid and the contractor has accepted the contract, it is his responsibility to furnish and install all equipment and parts necessary to provide a complete and operational system without additional cost to the owner. C. Furnish and install fire stopping materials to seal penetrations through fire rated structures and draft stops. D. Includes But Not Limited To: 1. General procedures and requirements for HVAC. E. Related Sections: 1. Section 23 0593: Testing, Adjusting, and Balancing for HVAC. 1.3 SUBMITTALS A. Substitutions: By specific designation and description, standards are established for specialties and equipment. Other makes of specialties and equipment of equal quality will be considered provided such proposed substitutions are submitted to the Architect for his approval, complete with specification data showing how it meets the specifications, at least 5 working days prior to bid opening. A list of approved substitutions will be published as an addendum. 1. Submit a single copy of Manufacturer's catalog data including Manufacturer's complete specification for each proposed substitution. 2. The Architect or Engineer is to be the sole judge as to the quality of any material offered as an equal. B. Product Data, Shop Drawings: Within 30 days after award of contract, submit 10 sets of Manufacturer's catalog data for each manufactured item. 1. Literature shall include enough information to show complete compliance with Contract Document requirements. 2. Mark literature to indicate specific item with applicable data underlined. 3. Information shall include but not be limited to capacities, ratings, type of material used, guarantee, and such dimensions as are necessary to check space requirements. 4. When accepted, submittal shall be an addition to Contract Documents and shall be in equal force. No variation shall be permitted. 5. Even though the submittals have been accepted by the Engineer, it does not relieve the contractor from meeting all of the requirements of the plans and specifications and providing a complete and operational system. C. Drawings of Record: One complete sets of blue line mechanical drawings shall be provided for COMMON HVAC REQUIREMENTS 230501 -1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 the purpose of showing a complete picture of the work as actually installed. 1. These drawings shall serve as work progress report sheets. Contractor shall make notations neat and legible therein daily as the work proceeds. 2. The drawings shall be kept at the job at a location designated by the Mechanical Engineer. 3. At completion of the project these "as -built" drawings shall be signed by the Contractor, dated, and returned to the Architect. D. Operating Instructions and Service Manual: The Mechanical Contractor shall prepare 2 copies of an Operation and Maintenance Manual for all mechanical systems and equipment used in this project. Manuals shall be bound in hard -backed binders and the front cover and spine of each binder shall indicate the name and location of the project. Use plastic tab indexes for all sections. Provide a section for each different type of equipment item. The following items shall be included in the manual, together with any other pertinent data. This list is not complete and is to be used as a guide. 1. Provide a master index at the beginning of the manual showing all items included. 2. The first section of the manual shall contain: a. Names, addresses, and telephone numbers of Architect, Mechanical Engineer, Electrical Engineer, General Contractor, Plumbing Contractor, Sheet Metal Contractor, and Temperature Control Contractor. b. List of Suppliers which shall include a complete list of each piece of equipment used with the name, address, and telephone number of vendor. c. General Description of Systems including — 1) Location of all major equipment 2) Description of the various mechanical systems 3) Description of operation and control of the mechanical systems 4) Suggested maintenance schedule d. Copy of contractor's written warranty 3. Provide a copy of approved submittal literature for each piece of equipment. 4. Provide maintenance and operation literature published by the manufacturer for each piece of equipment which includes: oiling, lubrication and greasing data; belt sizes, types and lengths; wiring diagrams; step-by-step procedure to follow in putting each piece of mechanical equipment in operation. 5. Include parts numbers of all replaceable items. 6. Provide control diagram and operation sequence, along with labeling of control piping and instruments to match diagram. 7. Include a valve chart indicating valve locations. E. Include air balance and/or water balance reports. 1.4 SUBMITTALS FOR COMMON HVAC REQUIREMENTS A. Samples: Sealer and gauze proposed for sealing ductwork. B. Quality Assurance / Control: 1. Manufacturer's installation manuals providing detailed instructions on assembly, joint sealing, and system pressure testing for leaks. 2. Specification data on sealer and gauze proposed for sealing ductwork. C. Quality Assurance 1. Requirements: Construction details not specifically called out in Contract Documents shall conform to applicable requirements of SMACNA HVAC Duct Construction Standards. 2. Pre -Installation Conference: Schedule conference immediately before installation of ductwork. COMMON HVAC REQUIREMENTS 230501 -2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1.5 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. Perform work in accordance with applicable provisions of local and state Plumbing Code, Gas Ordinances, and adoptions thereof. Provide materials and labor necessary to comply with rules, regulations, and ordinances. 2. In case of differences between building codes, state laws, local ordinances, utility company regulations, and Contract Documents, the most stringent shall govern. Promptly notify Architect in writing of such differences. Applicable Specifications: Referenced specifications, standards, and publications shall be of the issues in effect on date of Advertisement for Bid. 1. "Heating, Ventilating and Air Conditioning Guide" published by the American Society of Heating and Air Conditioning Engineers. 2. "Engineering Standards" published by the Heating, Piping, and Air Conditioning Contractors National Association. 3. "2009 International Building Code", "2009 International Mechanical Code", and "2009 International Fire Code" as published by the International Conference of Building Officials. 4. 2009 Idaho Plumbing Code as published by the International Association of Plumbing and Mechanical Officials. 5. "National Electrical Code" as published by the National Fire Protection Association. 6. "2009 International Energy Conservation Code ". C. Identification: Motor and equipment nameplates as well as applicable UL and AGA labels shall be in place when Project is turned over to Owner. 1.6 INSPECTIONS AND PERMITS A. Pay for permits, fees, or charges for inspection or other services. Local and state codes and ordinances must be properly executed without expense to Owner and are considered as minimum requirements. Local and state codes and ordinances do not relieve the Contractor from work shown that exceeds minimum requirements. 1.7 ADDITIONAL WORK: A. Design is based on equipment as described in the drawing equipment schedule. Any change in foundation bases, electrical wiring, conduit connections, piping, controls and openings required by alternate equipment submitted and approved shall be paid for by this division. All work shall be in accordance with the requirements of the applicable sections. PART 2 - PRODUCTS FOR COMMON HVAC REQUIREMENTS A. Finishes, Where Applicable: Colors as selected by Architect. B. Duct Hangers: 1. One inch 25 mm by 18 ga 1.27 mm galvanized steel straps or steel rods as shown on Drawings, and spaced not more than 96 inches 2 400 mm apart. Do not use wire hangers. 2. Attaching screws at trusses shall be 2 inch 50 mm No. 10 round head wood screws. Nails not allowed. PART 3 - EXECUTION 3.1 EXAMINATION A. Site Inspection: COMMON HVAC REQUIREMENTS 230501 -3 BYU-I Kirkham Bldg, TR & Cabling JHS #1311 Sept. 2013 1. Examine premises and understand the conditions which may affect performance of work of this Division before submitting proposals for this work. 2. No subsequent allowance for time or money will be considered for any consequence related to failure to examine site conditions. B. Drawings: 1. Mechanical drawings show general arrangement of piping, ductwork, equipment, etc, and do not attempt to show complete details of building construction which affect installation. This Contractor shall refer to architectural, structural, and electrical drawings for additional building detail which affect installation of his work. a. Fallow mechanical drawings as closely as actual building construction and work of other trades will permit. b. No extra payments will be allowed where piping and/or ductwork must be offset to avoid other work or where minor changes are necessary to facilitate installation. c. Everything shown on the mechanical drawings shall be the responsibility of Mechanical Contractor unless specifically noted otherwise. 2. Consider architectural and structural drawings part of this work insofar as these drawings furnish information relating to design and construction of building. These drawings take precedence over mechanical drawings. 3. Because of small scale of mechanical drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required. Investigate structural and finish conditions affecting this work and arrange work accordingly, providing such fittings, valves, and accessories required to meet conditions. Do not scale drawings for locations of equipment or piping. Refer to large scale dimensioned drawings for exact locations. C. Insure that items to be furnished fit space available. Make necessary field measurements to ascertain space requirements including those for connections and furnish and install equipment of size and shape so final installation shall suit true intent and meaning of Contract Documents. 1. If approval is received to use other than specified items, responsibility for specified capacities and insuring that items to be furnished will fit space available lies with this Division. 2. If non-specified equipment is used and it will not fit job site conditions, this Contractor assumes responsibility for replacement with items named in Contract Documents. 3.2 PREPARATION A. Cut carefully to minimize necessity for repairs to existing work. Do not cut beams, columns, or trusses. 1. Patch and repair walls, floors, ceilings, and roofs with materials of same quality and appearance as adjacent surfaces unless otherwise shown. Surface finishes shall exactly match existing finishes of same materials. 2. Each Section of this Division shall bear expense of cutting, patching, repairing, and replacing of work of other Sections required because of its fault, error, tardiness, or because of damage done by it. 3. Cutting, patching, repairing, and replacing pavements, sidewalks, roads, and curbs to permit installation of work of this Division is responsibility of Section installing work. 3.3 INSTALLATION A. Arrange pipes, ducts, and equipment to permit ready access to valves, unions, traps, starters, motors, control components, and to clear openings of doors and access panels. 3.4 STORAGE AND PROTECTION OF MATERIALS: A. Provide storage space for storage of materials and assume complete responsibility for losses due to any cause whatsoever. Storage shall not interfere with traffic conditions in any public thoroughfare. COMMON HVAC REQUIREMENTS 230501 -4 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. Protect completed work, work underway, and materials against loss or damage. C. Close pipe openings with caps or plugs during installation. Cover fixtures and equipment and protect against dirt, or injury caused by water, chemical, or mechanical accident. 3.5 EXCAVATION AND BACKFILL A. Perform necessary excavation of whatever substance encountered for proper laying of all pipes and underground ducts. 1. Excavated materials not required for fill shall be removed from site as directed by Engineer. 2. Excavation shall be carried low enough to allow a minimum coverage over underground piping of 5'-0" or to be below local frost level. 3. Excess excavation below required level shall be backfilled at Contractor's expense with earth, sand, or gravel as directed by Engineer. Tamp ground thoroughly. 4. Ground adjacent to all excavations shall be graded to prevent water running into excavated areas. Backfill pipe trenches and allow for settlement. 1. Backfill shall be mechanically compacted to same density as surrounding undisturbed earth. 2. Cinders shall not be used in backfilling where steel or iron pipe is used. 3. No backfilling shall be done until installation has been approved by the Engineer. 3.6 COOPERATION A. Cooperate with other crafts incoordination of work. Promptly respond when notified that construction is ready for installation of work under Division 23000. Contractor will be held responsible for any delays which might be caused by his negligence or failure to cooperate with the other Contractors or crafts. 3.7 SUPERVISION A. Provide a competent superintendent in charge of the work at all times. Anyone found incompetent shall be removed at once and replaced by someone satisfactory, when requested by the Architect. 3.8 INSTALLATION CHECK: A. An experienced, competent, and authorized representative of the manufacturer or supplier of each item of equipment indicated in the equipment schedule shall visit the project to inspect, check, adjust if necessary, and approve the equipment installation. In each case, the equipment supplier's representative shall be present when the equipment is placed in operation. The equipment supplier's representative shall revisit the project as often as necessary until all trouble is corrected and the equipment installation and operation is satisfactory to the Engineer. B. Each equipment supplier's representative shall furnish to the Owner, through the Engineer, a written report certifying the following: 1. Equipment has been properly installed and lubricated. 2. Equipment is in accurate alignment. 3. Equipment is free from any undue stress imposed by connecting piping or anchor bolts. 4. Equipment has been operated under full load conditions. 5. Equipment operated satisfactorily. C. All costs for this installation check shall be included in the prices quoted by equipment suppliers. COMMON HVAC REQUIREMENTS 230501 -5 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 3.9 CLEANING EQUIPMENT AND PREMISES A. Properly lubricate equipment before Owner's acceptance. B. Clean exposed piping, ductwork, equipment, and fixtures. Repair damaged finishes and leave everything in working order. C. Remove stickers from fixtures and adjust flush valves. D. At date of Substantial Completion, air filters shall be new, clean, and approved by Owner's representative. E. Trap elements shall be removed during cleaning and flushing period. Replace trap elements and adjust after cleaning and flushing period. 3.10 TESTS A. No piping work, fixtures, or equipment shall be concealed or covered until they have been inspected and approved by the inspector. Notify inspector when the work is ready for inspection. B. All work shall be completely installed, tested as required by Contract Documents and the city and county ordinances and shall be leak -tight before the inspection is requested. C. Tests shall be repeated to the satisfaction of those making the inspections. D. Water piping shall be flushed out, tested at 100 psi and left under pressure of supply main or a minimum of 40 psi for the balance of the construction period. 3.11 WARRANTEE A. Contractor shall guarantee work under Division 23 to be free from inherent defects for a period of one year from acceptance. 1. Contractor shall repair, revise or replace any and all such leaks, failure or inoperativeness due to defective work, materials, or parts free of charge for a period of one year from final acceptance, provided such defect is not due to carelessness in operation or maintenance. 2. In addition, the Contractor shall furnish all refrigeration emergency repairs, emergency service and all refrigerant required due to defective workmanship, materials, or parts for a period of one year from final acceptance at no cost to the Owner, provided such repairs, service and refrigerant are not caused by lack of proper operation and maintenance. B. In addition to warrantee specified in General Conditions, heating, cooling, and plumbing systems are to be free from noise in operation that may develop from failure to construct system in accordance with Contract Documents. 3.12 SYSTEM START-UP, OWNER'S INSTRUCTIONS A. Off -Season Start-up 1. If Substantial Completion inspection occurs during heating season, schedule spring start- up of cooling systems. If inspection occurs during cooling season, schedule autumn start-up for heating systems. 2. Notify Owner 7 days minimum before scheduled start-up. 3. Time will be allowed to completely service, test, check, and off-season start systems. During allowed time, train Owner's representatives in operation and maintenance of system. 4. At end of off-season start-up, furnish Owner with letter confirming that above work has been satisfactorily completed. COMMON HVAC REQUIREMENTS 230501 -6 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. Owner's Instructions 1. Instruct building maintenance personnel and Owner Representative in operation and maintenance of mechanical systems utilizing Operation & Maintenance Manual when so doing. 2. Minimum instruction periods shall be as follows — a. Mechanical - Four hours. b. Temperature Control - Four hours. c. Refrigeration - Two hours. 3. Instruction periods shall occur after Substantial Completion inspection when systems are properly working and before final payment is made. 4. None of these instructional periods shall overlap another. 3.13 PROTECTION A. Do not run heat pump, air handling units, fan coil units, or other pieces of equipment used for moving supply air without proper air filters installed properly in system. B. The mechanical systems are not designed to be used for temporary construction heat. If any equipment is to be started prior to testing and substantial completion, such equipment will be returned to new condition with full one year warranties, from date of substantial completion after any construction use. This includes, but is not necessarily limited to: Equipment, filters, ductwork, fixtures, etc. 3.14 COMMON HVAC REQUIREMENTS: A. INSTALLATION 1. During installation, protect open ends of ducts by covering with plastic sheet tied in place to prevent entrance of debris and dirt. 2. Make necessary allowances and provisions in installation of sheet metal ducts for structural conditions of building. Revisions in layout and configuration may be allowed, with prior written approval of Architect. Maintain required airflows in suggesting revisions. 3. Hangers And Supports: a. Install pair of hangers close to each transverse joint and elsewhere as required by spacing indicated in table on Drawings. b. Install upper ends of hanger securely to floor or roof construction above by method shown on Drawings. c. Attach strap hangers to ducts with cadmium -plated screws. Use of pop rivets or other means will not be accepted. d. Where hangers are secured to forms before concrete slabs are poured, cut off flush all nails, strap ends, and other projections after forms are removed. e. Secure vertical ducts passing through floors by extending bracing angles to rest firmly on floors without loose blocking or shimming. Support vertical ducts, which do not pass through floors, by using bands bolted to walls, columns, etc. Size, spacing, and method of attachment to vertical ducts shall be same as specified for hanger bands on horizontal ducts. B. CLEANING 1. Clean interior of duct systems before final completion. END OF SECTION 23 0501 COMMON HVAC REQUIREMENTS 230501 -7 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 0502 - DEMOLITION AND REPAIR PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Under this section remove obsolete piping and mechanical equipment and relocate, reconnect or replace existing piping affected by demolition or new construction. Remove concealed piping abandoned due to demolition or new construction, or cap piping flush with existing surfaces. 1.3 DRAWINGS AND EXISTING CONDITIONS A. All relocations, reconnections and removals are not necessarily indicated on the drawings. As such, the Contractor shall make adequate allowance in his proposal for this work as no extra charges will be allowed for these items. PART 2 - NOT USED PART 3 - EXECUTION 3.1 TEMPORARY CONNECTIONS A. Where existing piping must remain in service to supply occupied areas during construction, provide temporary piping, connections, and equipment to maintain service to such areas. All shall be performed in a neat and safe manner to prevent injury to the building or its occupants. 3.2 EXISTING TO BE ABANDONED A. All required drilling, cutting, block-outs and demolition work required for the removal and/or installation of the mechanical system is the responsibility of this Contractor. B. No joists, beams, girders, trusses or columns shall be cut by any Contractor without written permission from the Architect. C. The patching, repair, and finishing to existing or new surfaces is the responsibility of this Contractor, unless specifically called for under the specifications covering these materials. D. Disconnect all equipment that is to be removed or relocated. Relocate any existing equipment that obstructs new construction. 3.3 EXISTING TO REMAIN IN USE A. Where affected by demolition or new construction, relocate, replace, extend, or repair piping and equipment to allow continued use of same. Use methods and materials as specified for new construction. 3.4 MATERIALS AND EQUIPMENT REMOVED A. All obsolete materials, piping, and equipment shall become the property of the Contractor and be removed from the site promptly. END OF SECTION 23 0502 DEMOLITION AND REPAIR 230502-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 0716 - MECHANICAL INSULATION AND FIRE STOPPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Furnish and install mechanical insulation and fire stopping as described in Contract Documents including but not limited to the following: 1. Refrigerant Piping 2. Fire Stopping 1.3 QUALITY ASSURANCE A. Insulation shall have composite (insulation, jacket or facing and adhesive used to adhere facing or jacket to insulation) fire and smoke hazard ratings as tested by Procedure ASTM E-84, NFPA 255 and UL 723 not exceeding: Flame Spread of 25 and Smoke Developed of 50. B. Insulation Contractor shall certify in writing, prior to installation, that all products to be used will meet the above criteria. C. Accessories, such as adhesives, mastics, cements, and tapes, for fittings shall have the same component ratings as listed above. D. Products, or their shipping cartons, shall bear a label indicating that flame and smoke ratings do not exceed above requirements. E. Any treatment of jacket or facings to impart flame and smoke safety shall be permanent. F. The use of water-soluble treatments is prohibited. END OF SECTION 23 0716 MECHANICAL INSULATION AND FIRE STOPPING 230716-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 0720 - REFRIGERANT PIPING INSULATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Furnish and install insulation on above ground refrigerant suction piping and fittings, including thermal bulb, from thermal expansion valve as described in Contract Documents. 1.3 QUALITY ASSURANCE A. Insulation shall have flame -spread rating of 25 or less and a smoke density rating of 50 or less as tested by ASTM E-84 method. B. Ratings: 1. Upper rating of =210 deg. F. 2. Lower rating of -110 deg. F. 3. UV stabilized for ten year life. 4. Thermal conductivity of 0.24. 5. Water vapor transmission of .03 perms per inch. 6. Material to be polyolefin food grade. PART 2 -PRODUCTS 2.1 FLEXIBLE FOAMED PIPE INSULATION A. Thickness: 1. 1/2 inch for one inch outside diameter and smaller pipe. 2. 3/4 inch for 1-1/8 through 2 inch outside diameter pipe. 3. One inch for 2-1/8 inches outside diameter and larger pipe (two layers of 1/2 inch). 4. One inch sheet for fittings as recommended by Manufacturer. B. Approved Manufacturers: 1. Armaflex 2. Halstead "Insul-tube" 3. Rubatex 4. Therma-Cel 2.2 JOINT SEALER A. Approved Manufacturers: 1. Armaflex 520 2. BFG Construction Adhesive #105 3. Therma-Cel 950. 2.3 MANUFACTURED UNITS /.,151111iF11lliitC.73S-3 Approved Manufacturers: 1. ImcoLock Pipe Insulation 2. or approved equal REFRIGERANT PIPING INSULATION 230720-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 3 - EXECUTION 3.1 INSTALLATION A. Install insulation in snug contact with pipe and in accordance with Manufacturer's recommendations. B. Insulation shall be slipped onto pipe prior to connection or applied after pipe is installed. at contractor's option. C. Close butt joints and miter joints. 1. Approved Manufacturers: a. IMCOA's Fuse -Seal joining system b. or factory approved contact adhesive D. Insulation shall be installed according to manufacturer's recommended procedures. E. Exterior exposed Insulation shall be finished with two coats of factory approved finish. Color shall be selected by the Owner's representative. F. Stagger joints on layered insulation. G. Slip insulation on tubing before tubing sections and fittings are assembled keeping slitting of insulation to a minimum. H. Seal joints in insulation. I. Insulate flexible pipe connectors. J. Insulate thermal expansion valves with insulating tape. K. Insulation exposed outside building shall have "slit" joint seams placed on bottom of pipe. L. Insulate fittings with sheet insulation and as recommended by Manufacturer. END OF SECTION 23 0720 REFRIGERANT PIPING INSULATION 230720-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 0800 — FIRE STOPPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Furnish and install fire stopping as described in Contract Documents. 1.3 QUALITY ASSURANCE A. Fire stopping material shall meet ASTM E814, E84 and be UL listed. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Material shall be flexible, long lasting, intumescent acrylic seal to accommodate vibration and building movement. B. Caulk simple penetrations with gaps of 1/4" or less with: 1. Dow Corning Fire Stop Sealant 2. Pensl1300 C. Caulk multiple penetrations and/or penetrations with gaps in excess of 1/4" with: 1. Dow Corning Fire Stop Foam 2. Pensi1200 3. IPC flame safe FS -1900 4. Tremco "Tremstop 1A" PART 3 - EXECUTION 3.1 INSTALLATION A. Follow manufacturer's installation instructions explicitly. i B. Seal penetrations of ductwork, piping, and other mechanical equipment through one-hour and two-hour rated partitions as shown on Architectural and Mechanical Drawings, I C. Install fire stopping material on clean surfaces to assure adherence. END OF SECTION 23 0800 FIRE STOPPING 230800-1 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 2166 - SPLIT SYSTEM HEAT PUMP UNITS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install heat pumps as described in Contract Documents. B. Related Sections 1. Section 23 0501 - Common HVAC Requirements 1.2 SUBMITTALS A. Quality Assurance/ Control - Equipment check-out sheets 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies - Each unit shall be UL or ETL labeled. 1.4 WARRANTY A. Provide five year warranty on compressors beginning from date of start-up. Record start-up date on warranty certificate for each unit. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Heat Pumps 1. Indoor Units - a. Compact wall mounted units. b. Supplementary electric heater, size as scheduled. c. Cabinet finish as selected by Architect. d. Isolate moving parts from cabinets to reduce noise. 2. Outdoor Units - a. Compressor shall be of rotary or scroll design. b. Fans shall be direct driven and discharge horizontally. c. Casing shall be fully weatherproof for outdoor installations. d. Microprocessor Controls shall be factory wired with field installed remote pendant station. e. Refrigerant shall be R-41 OA. f. Isolate moving parts from cabinets to reduce noise. g. Use dry -charged tubing for connection of unit's refrigerant system. 3. Approved Products - a. Model 53QYE018 by Carrier Corp, Syracuse, NY (800) 227-7437 or (315) 432-6000 www.carrier-commercial.com b. Model M18YB by Friedrich Air Conditioning Co, Austin, TX (800) 541-6645 or (210) 225-2000 www.friedrich.com c. Mr Slim Model PKH-18EK by Mitsubishi Electronics America Inc, HVAC Div, Norcross, GA (800) 421-1140 or (770) 448-1268 d. Model 18KHS22 by Sanyo Air Conditioning Products, Chatsworth, CA (818) 998- 7322 www.sanvo.com SPLIT SYSTEM HEAT PUMPS 232166-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 PART 3 - EXECUTION 3.1 FIELD QUALITY CONTROL A. Manufacturer's Field Service - Units shall be started up, checked out, and adjusted by Unit Manufacturer's authorized factory trained service mechanic. Use equipment check-out sheet provided by Manufacturer. Complete and sign all items on sheet. END OF SECTION 23 2166 SPLIT SYSTEM HEAT PUMPS 232166-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 2300 - REFRIGERANT PIPING SYSTEMS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Furnish and install piping for refrigeration systems as described in Contract Documents. 1.3 QUALITY ASSURANCE A. Qualifications: j 1. Refrigerant piping shall be installed by a refrigeration contractor licensed by State. r PART 2 - PRODUCTS 2.1 REFRIGERANT PIPING A. Meet requirements of ASTM B 260-88, "Specification for Seamless Copper Tube for Air Conditioning & Refrigeration Field Service", hard drawn straight lengths. B. Do not use pre -charged refrigerant lines. 2.2 REFRIGERANT FITTINGS A. Wrought copper with long radius elbows. B. Approved Manufacturers: 1. Mueller Streamline 2. Nibco Inc 3. Grinnell 4. Elkhart Products Corp 2.3 CONNECTION MATERIAL A. Brazing Rods: 1. Copper to Copper Connections: 2. AWS Classification BCuP-4 Copper Phosphorus (6% silver). 3. AWS Classification BCuP-5 Copper Phosphorus (15% silver). 4. Copper to Brass or Copper to Steel Connections: 5. AWS Classification BAg-5 Silver (45% silver). 6. Do not use rods containing Cadmium. 2.4 FLUX A. Approved Manufacturers: 1. "Stay -Silt' white brazing flux" by J W Harris Co 2. High quality silver solder flux by Handy & Harmon PART 3 - EXECUTION 3.1 INSTALLATION A. Do not install refrigerant piping underground or in tunnels. REFRIGERANT PIPING SYSTEMS 232300-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 B. Slope suction lines down toward compressor one inch/10 feet. Locate traps at vertical rises against flow in suction lines. C. Refrigeration system connections shall be copper -to -copper, copper -to -brass, or copper -to -steel type properly cleaned and brazed with specified rods. Use flux only where necessary. 1. No soft solder (tin, lead, antimony) connections will be allowed in system. D. Braze valve, sight glass, and flexible connections. E. Circulate dry nitrogen through tubes being brazed to eliminate formation of copper oxide during brazing operation. 3.2 FIELD QUALITY CONTROL A. Make evacuation and leak tests in presence of Architect's Engineer after completing refrigeration piping systems. Positive pressure test will not suffice for procedure outlined below. 1. Draw vacuum on each entire system with vacuum pump to 200 microns using vacuum gauge calibrated in microns. Do not use cooling compressor to evacuate system nor operate it while system is under high vacuum. Isolate compressor from system piping using shut-off valves prior to pulling vacuum. 2. Break vacuum with Freon to be used and re-establish vacuum test. Vacuum shall hold for 24 hours at 200 microns without compressor running. 3. Conduct tests at 70 deg F ambient temperature minimum. 4. Do not run systems until above tests have been made and systems started up as specified. Inform Owner's Representative of status of systems at time of final inspection and schedule start-up and testing if prevented by outdoor conditions before this time. 5. After testing, fully charge system with refrigerant and conduct test with Halide Leak Detector. END OF SECTION 23 2300 REFRIGERANT PIPING SYSTEMS 232300-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 2310 - REFRIGERANT SPECIALTIES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and Section 23 0501 apply to this Section. 1.2 SUMMARY A. Furnish and install refrigeration specialties as described in Contract Documents except for expansion valves on 2 through 5 ton condensing units. PART 2 -PRODUCTS 2.1 EXPANSION VALVES A. For pressure type distributors, externally equalized with stainless steel diaphragm, and same refrigerant in thermostatic elements as in system. B. Size valves to provide full rated capacity of cooling coil served. Coordinate selection with evaporator coil and condensing unit. C. Approved Manufacturers: 1. Alco 2. Henry 3. Mueller 4. Parker 5. Singer 6. Sporlan I11119:1tab] 141:1Z A. On lines 3/4 inch outside diameter and larger, filter -drier shall be replaceable core type with Schraeder type valve. B. On lines smaller than 314 inch outside diameter, filter -drier shall be sealed type using flared copper fittings. I C. Size shall be full line size. D. Approved Manufacturers: 1. Alco 2. Mueller 3. Parker 4. Sporlan 5. Virginia 2.3 SIGHT GLASS A. Combination moisture and liquid indicator with protection cap. B. Sight glass shall be full line size. C. Sight glass connections shall be solid copper or brass, no copper -coated steel sight glasses allowed. REFRIGERANT SPECIALTIES 232310-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 D. Approved Manufacturers: 1. Alco 2. Mueller 3. Parker 4. Superior 5. Virginia 2.4 MANUAL REFRIGERANT SHUT-OFF VALVE A. Ball valves designed for refrigeration service and full line size. B. Valve shall have cap seals. Sept. 2013 C. Valves with hand wheels are not acceptable. D. Provide service valve on each liquid and suction line at compressor. E. If service valves come as integral part of condensing unit, additional service valves shall not be required. F. Approved Manufacturers: 1. ConBraCo (Apollo) 2. Henry 3. Mueller 4. Superior 5. Virginia 3.1 INSTALLATION A. Install valves and specialties in accessible locations. Install refrigeration distributors and suction outlet at same end of coil. END OF SECTION 23 2310 REFRIGERANT SPECIALTIES 232310-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 23 2311 - REFRIGERANT PIPE COVER PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, and Section 23 0501 apply to this Section. PART 2 -PRODUCTS 2.1 BASIC COVER A. Basic refrigerant line cover shall be 18 gauge steel, hot -dipped galvanized steel meeting the requirements of ASTM<A361-85. B. Pop rivet attachments will not be allowed. C. All fastening devices shall be plated screws. Arrange covers so they may be taken apart for service. 2.2 MANUFACTURED OUTER COVER A. Refrigerant line covers at exterior walls shall be 24 ga steel, hot -dipped galvanized meeting requirements of ASTM<A361-85, "Specification for Steel Sheet, Zinc -Coated (Galvanized) by Hot -Dip Process for Roofing and Siding", 1.25 oz/sq ft and complete with accessories recommended by Manufacturer for proper installation. 1. Approved Manufacturers — a. AEP / Span, Dallas, TX or San Diego, CA b. Idose Aluminum Products, Allentown, PA c. Berridge Manufacturing Co., Houston, TX d. Copper Sales Inc., Minneapolis, MN e. Engineered Components Inc., Stafford (Houston), TX f. Fashion Inc., Lenaxa, KS g. Alumax Building Specialties, Mesquite, TX h. MM Systems Corp., Tucker, GA I. Merchant & Evans Industries Inc., Burlington, NJ j. Reynolds Metals Company, Richmond VA B. Finish: 1. Fluoropolymer Resin -base finish for coil coating components. Thermo cured two coat system consisting of primer and top coat factory applied over properly pretreated metal. 2. Color as selected by Engineer from Manufacturer's standard colors. 3. Approved Manufacturers — a. Equal to Duranar 200 by PPG or Fluropon by Desoto containing 70% minimum Kynar 500 by Pennwalt Corp. PART 3 - INSTALLATION 3.1 Do not use pop rivets. All fastening devices shall be plated screws and arranged so covers may be taken off for service. 3.2 Provide access opening for viewing the sight glass on the refrigerant line. END OF SECTION 23 2311 REFRIGERANT PIPE COVER 232311 -3 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 26 — ELECTRICAL 260501 COMMON ELECTRICAL REQUIREMENTS...................................................................1-3 260502 ELECTRICAL DEMOLITION REQUIREMENTS................................................................1 260519 LINE -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES......................1-2 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS...............................................1-4 911v169[opkI N BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 260501 -COMMON ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General electrical system requirements and procedures. 2. Make electrical connections to equipment provided under other Sections. 3. Furnish and install Penetration Firestop Systems at electrical system penetrations as described in Contract Documents. 1.2 SUBMITTALS A. Product Data: 1. Provide following information for each item of equipment: a. Catalog Sheets. b. Assembly details or dimension drawings. c. Installation instructions. d. Manufacturer's name and catalog number. e. Name of local supplier. 2. Furnish such information for following equipment: 3. Do not purchase equipment before approval of product data. 4. Submit in three-ring binder with hard cover (six sets) B. Quality Assurance / Control: 1. Report of site tests, before Substantial Completion. 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. NEC and local ordinances and regulations shall govern unless more stringent requirements are specified. 2. Material and equipment provided shall meet standards of NEMA or UL, or ULC, CSA, or EEMAC and bear their label wherever standards have been established and label service is available. B. Materials and equipment provided under following Sections shall be by same Manufacturer: 1. Sections 26 2416, 26 2816, and 26 2913: Panelboards, Enclosed Switches And Circuit Breakers, and Enclosed Controllers. C. Contractor shall obtain all permits and arrange all inspections required by local codes and ordinances applicable to this Division. 1.4 OWNER'S INSTRUCTIONS A. Provide competent instructor for time required to adequately train maintenance personnel in operation and maintenance of electrical equipment and systems. Factory representatives shall assist this instruction as necessary. Schedule instruction period at time of final inspection. COMMON ELECTRICAL REQUIREMENTS 260501-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1.5 OPERATION AND MAINTENANCE MANUALS A. Prepare and submit (4) four complete copies of the O & M Manuals—manuals to contain infor- mation listed below. Place each manual in a tabbed three-ring binder upon completion of the pro- ject. 1. Operation and Maintenance manual must contain the following items: a. Copies of reviewed shop drawings. b. Letter of 1 -year guarantee of workmanship. C. Copy of voltage and ammeter readings. d. Copy of letter verifying owner's receipt of spare parts. 1.6 GUARANTEE A. The following guarantee is a part of this specification and shall be binding on the part of the Con- tractor: "The Contractor guarantees that this installation is free from mechanical defects. He agrees to re- place or repair, to the satisfaction of the Owner's Representative, any part of this installation which may fail or be determined unacceptable within a period of one (1) year after final acceptance." 1.7 RECORD DRAWINGS A. During the course of construction, the Electrical Contractor shall maintain a set of drawings upon which all deviations from the original layout are recorded. These marked -up prints shall be turned over to the Architect/Engineer at the conclusion of the work. PART 2 - PRODUCTS: Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All such work shall be included without additional cost to Owner. B. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these with site dimensions and with other Sections. 3.2 INSTALLATION A. General: 1. Locations of electrical equipment shown on Drawings are approximate only. Field verify actual locations for proper installation. 2. Coordinate electrical equipment locations and conduit runs with those providing equipment to be served before installation or rough -in. a. Notify Architect of conflicts before beginning work. b. Coordinate locations of power and lighting outlets in mechanical rooms and other areas with mechanical equipment, piping, ductwork, cabinets, etc, so they will be readily accessible and functional. 3. Work related to other trades which is required under this Division, such as cutting and patching, trenching, and backfilling, shall be performed according to standards specified in applicable Sections. B. Install Penetration Firestop System appropriate for penetration at electrical system penetrations through walls, ceilings, and top plates of walls. COMMON ELECTRICAL REQUIREMENTS 260501 -2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 1. General: All recessed fixtures and devices installed in fire rated walls and ceilings shall be installed to maintain the fire rating of the surface. Coordinate all fire rated surfaces with Architectural Drawings. 3.3 FIELD QUALITY CONTROL A. Site Tests: Test systems and demonstrate equipment as working and operating properly. Notify Architect before test. Rectify defects at no additional cost to Owner. B. Measure current for each phase of each motor under actual final load operation, i.e. after air balance is completed for fan units, etc. Record this information along with full -load nameplates current rating and size of thermal overload unit installed for each motor. END OF SECTION COMMON ELECTRICAL REQUIREMENTS 260501 -3 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 26 0502 - ELECTRICAL DEMOLITION REQUIREMENTS PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Demolition involving electrical system as described in Contract Documents. B. Related Sections 1. Section 26 0501 - Common Electrical Requirements 2. New and replacement work specified in appropriate specification Section. PART 3 EXECUTION 3.1 EXAMINATION A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All such work shall be included without additional cost to Owner. 3.2 PREPARATION A. Disconnect equipment that is to be removed or relocated. Carefully remove, disassemble, or dismantle as required, and store in approved location on site, existing items to be reused in completed work. B. Where affected by demolition or new construction, relocate, extend, or repair raceways, conductors, outlets, and apparatus to allow continued use of electrical system. Use methods and materials as specified for new construction. 3.3 PERFORMANCE A. Perform drilling, cutting, block -offs, and demolition work required for removal of necessary portions of electrical system. Do not cut joists, beams, girders, trusses, or columns without prior written permission from Architect. B. Remove concealed wiring abandoned due to demolition or new construction. Remove circuits, conduits, and conductors that are not to be re -used back to next active fixture, device, orjunction box. C. Patch, repair, and finish surfaces affected by electrical demolition work, unless work is specifically called for under other Sections of the specifications. 3.4 CLEANING A. Remove obsolete raceways, conductors, apparatus, and lighting fixtures promptly from site and dispose of legally. END OF SECTION ELECTRICAL DEMOLITION REQUIREMENTS 26 0502 - 1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 26 0519 - LINE VOLTAGE CONDUCTORS AND CABLE 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of conductors used on Project except as excluded below. B. Related Sections: 1. Section 26 0501: Common Electrical Requirements. 1.2 DEFINITIONS A. Line Voltage: Over 70 Volts. PART 2 -PRODUCTS 2.1 COMPONENTS A. Line Voltage Conductors: 1. Copper with AWG sizes as shown: a. Minimum size shall be No. 12 except where specified otherwise. b. Conductor size No. 8 and larger. 2. Insulation: a. Standard Conductor Size No. 10 And Smaller: 600V type THWN or XHHW (75 deg C). b. Standard Conductor Size No. 8 And Larger: 600V Type THW, THWN, or XHHW (75 deg C). c. Higher temperature insulation as required by NEC or local codes. 3. Colors: a. 208Y / 120 V System: 1) Black: Phase A. 2) Red: Phase B. 3) Blue: Phase C. 4) Green: Ground. 5) White: Neutral. b. 480Y / 277 Volt System: 1) Brown: Phase A. 2) Orange: Phase B. 3) Yellow: Phase C. 4) Gray: Neutral, 5) Green: Ground. c. Conductors size No. 10 and smaller shall be colored full length. Tagging or other methods for coding of conductors size No. 10 and smaller not allowed. d. For feeder conductors larger than No. 10 at pull boxes, gutters, and panels, use painted or taped band or color tag color -coded as specified above. B. Standard Connectors: 1. Conductors No. 8 And Smaller: Steel spring wire connectors. 2. Conductors Larger Than No. 8: Pressure type terminal lugs. 3. Connections Outside Building: Watertight steel spring wire connections with waterproof, non - hardening sealant. C. Terminal blocks for tapping conductors: 1. Terminals shall be suitable for use with 75 deg C copper conductors. 2. Acceptable Products: a. 16323 by Cooper Bussmann, St Louis, MO www.bussmann.com LINE VOLTAGE CONDUCTOR AND CABLE 260519-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 b. LBA363106 by Square D Co, Palatine, IL www.squared.com. c. Equal as approved by Architect before bidding. See Section 01 6000. PART 3 -EXECUTION 3.1 INSTALLATION A. General: 1. Conductors and cables shall be continuous from outlet to outlet. 2. Do not use direct burial cable. B. Line Voltage Conductors (Over 70 Volts): 1. Install conductors in raceway except where specifically indicated otherwise. Run conductors of different voltage systems in separate conduits. 2. Route circuits at own discretion, however, circuiting shall be as shown in Panel Schedules. Group circuit homeruns to panels as shown on Drawings. 3. Neutrals: a. On three-phase, 4 -wire systems, do not use common neutral for more than three circuits. b. On single-phase, 3 -wire systems, do not use common neutral for more than two circuits. c. Run separate neutrals for each circuit where specifically noted on Drawings. d. Where common neutral is run for two or three home run circuits, connect phase conductors to breakers in panel which are attached to separate phase legs so neutral conductors will carry only unbalanced current. Neutral conductors shall be of same size as phase conductors unless specifically noted otherwise. 4. Pulling Conductors: a. Do not pull conductors into conduit until raceway system is complete and cabinets and outlet boxes are free of foreign matter and moisture. b. Do not use heavy mechanical means for pulling conductors. c. Use only listed wire pulling lubricants. END OF SECTION LINE VOLTAGE CONDUCTOR AND CABLE 260519-2 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 26 0533 -RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of material and installation procedures for raceway, boxes, and fittings used on Project but furnished under other Divisions. 2. Furnish and install raceway, conduit, and boxes used on Project not specified to be installed under other Divisions. B. Related Sections 1. Section 26 0501: General Electrical Requirements. PART 2 -PRODUCTS 2.1 COMPONENTS A. Raceway And Conduit: 1. Sizes: a. 3/4 inch min. for exterior underground use. b. 1/2 inch minimum elsewhere, all home runs shall be'/< inch min. unless indicated otherwise. 2. Types: Usage of each type is restricted as specified below by product. a. Galvanized rigid steel or galvanized intermediate metal conduit (IMC) is allowed for use in all areas. Where in contact with earth or concrete, wrap buried galvanized rigid steel and galvanized IMC conduit and fittings completely with vinyl tape. b. Galvanized Electrical Metallic Tubing (EMT): 1) Allowed for use only in indoor dry locations where it is: a) Not subject to damage. b) Not in contact with earth. c) Not in concrete. 2) Flexible steel conduit or metal -clad cable required for final connections to indoor mechanical equipment. c. Schedule 40 Polyvinyl Chloride (PVC) Conduit: 1) Allowed for use only underground or below concrete with galvanized rigid steel or IMC elbows and risers. d. Listed, Liquid -Tight Flexible Metal Conduit: 1) Use in outdoor final connections to mechanical equipment, length not to exceed 36 inches. e. Pre -wired 3/8 Inch Flexible Fixture Whips: Allowed only for connection to recessed lighting fixtures, lengths not to exceed 72 inches. 3. Prohibited Raceway Materials: a. Aluminum conduit. b. Armored cable type AC (BX) cable. B. Raceway And Conduit Fittings: 1. Rigid Steel Conduit And IMC: Threaded and designed for conduit use. 2. EMT: a. Compression type. b. Steel set screw housing type. 3. PVC Conduit: a. PVC type. Use PVC adapters at all boxes. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-1 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 b. PVC components, (conduit, fittings, cement) shall be from same Manufacturer. 4. Flexible Steel Conduit: Screw-in type. 5. Liquid -tight Flexible Metal Conduit: Sealtite type. 6. Expansion fittings shall be equal to OZ Type AX sized to raceway and including bonding jumper. 7. Prohibited Fitting Materials: a. Crimp -on, tap -on, indenter type fittings. b. Cast set -screw fittings for EMT. c. Spray (aerosol) PVC cement. C. Outlet Boxes: 1. Galvanized steel of proper size and shape are acceptable for all systems. Where metal boxes are used, provide following: a. Provide metal supports and other accessories for installation of each box. b. Equip ceiling and bracket fixture boxes with fixture studs where required. c. Equip outlets in plastered, paneled, and furred finishes with plaster rings and extensions to bring box flush with finish surface. 2.2 MANUFACTURERS A. Contact Information: 1. Cooper B -Line, Highland, IL www.bline.com. 2. Hubbell Incorporated, Milford, CT www.hubbell-wiring.com. 3. Square D, Palatine, IL www.squared.com. 4. Steel City, Div Thomas & Betts, Memphis, TN www.tnb.com. 5. Thomas & Betts, Memphis, TN www.tnb.com. 6. Walker Systems Inc, Williamstown, www.wiremold.com. 7. Wiremold Co, West Hartford, CT www.wiremold.com. PART 3 - EXECUTION 3.1 EXAMINATION A. Confirm dimensions, ratings, and specifications of materials to be installed and coordinate these with site dimensions and with other Sections. 3.2 INSTALLATION A. Interface With Other Work: 1. Coordinate with Divisions 22 and 23 for installation of raceway for control of plumbing and HVAC equipment. 2. Before rough -in, verify locations of boxes with work of other trades to insure that they are properly located for purpose intended. a. Coordinate location of outlet for water cooler with Division 22. b. Coordinate location of outlets adjacent to or in millwork with Division 06 before rough -in. Refer conflicts to Architect and locate outlet under his direction. 3. Coordinate installation of floor boxes in carpeted areas with carpet installer to obtain carpet for box doors. 4. Install pull wires in raceways installed under this Section where conductors or cables are to be installed under other Divisions. B. Conduit And Raceway: 1. Conceal raceways within ceilings, walls, and floors, except at Contractor's option, conduit may be exposed on walls or ceilings of mechanical equipment areas and above acoustical panel suspension ceiling systems. Install exposed raceway runs parallel to or at right angles to building structure lines. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-2 BYU-1 Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 2. Keep raceway runs 6 inches minimum from hot water pipes. 3. Make no more than four quarter bends, 360 degrees total, in any conduit run between outlet and outlet, fitting and fitting, or outlet and fitting. a. Make bends and offsets so conduit is not injured and internal diameter of conduit is not effectively reduced. b. Radius of curve shall be at least minimum indicated by NEC. 4. Cut conduit smooth and square with run and ream to remove rough edges. Cap raceway ends during construction. Clean or replace raceway in which water or foreign matter have accumulated. 5. Install insulated bushings on each end of raceway 1-1/4 inches in diameter and larger, and on all raceways where low voltage cables emerge. Install expansion fittings where raceways cross building expansion joints. 6. Run two spare conduits from each new panelboard to ceiling access area or other acceptable accessible area and cap for future use. 7. Route conduit through roof openings for piping and ductwork where possible; otherwise. All roof penetrations shall be flashed, counter Flashed and sealed per Roofing Contractor. Coordinate all roof penetrations with the Roofing Contractor. 8. Provide nylon pull string with printed footage indicators secured at each end of each empty conduit, except sleeves and nipples. Identify with tags at each end the origin and destination of each empty conduit, and indicate same on all empty or spare conduits on the as -built drawings. 9. Install expansion -deflection joints where conduit crosses building expansion, seismic, or structural isolation break (SIB)joints. 10. Where conduit penetrates fire -rated walls and Floors, seal opening around conduit with UL -listed foamed silicone elastomer compound. Fill void around perimeter of conduits with nonmetallic nonshrink grount in all concrete or masonry walls. 11. Bend PVC conduit by hot box bender and, for PVC 2 inches in diameter and larger, expanding plugs. Apply PVC adhesive only by brush. 12. Installation In Framing: a. Do not bore holes in joists or beams outside center 1/3 of member depth or within 24 inches of bearing points. Do not bore holes in vertical framing members outside center 1/3 of member width. b. Holes shall be one inch diameter maximum. 13. Underground Raceway And Conduit: a. Bury underground raceway installed outside building 24 inches deep minimum. b. Bury underground conduit in planting areas 18 inches deep minimum. It is permissible to install conduit directly below concrete sidewalks, however, conduit must be buried 18 inches deep at point of exit from planting areas. 14. Conduit And Raceway Support: a. Securely support raceway with approved straps, clamps, or hangers, spaced as required. b. Dc not support from mechanical ducts or duct supports without Architect's written approval. Securely mount raceway supports, boxes, and cabinets in an approved manner by: 1) Expansion shields in concrete or solid masonry. 2) Toggle bolts on hollow masonry units. 3) Wood screws on wood. 4) Metal screws on metal. 15. Prohibited Procedures: a. Use of wooden plugs inserted in concrete or masonry units for mounting raceway, supports, boxes, cabinets, or other equipment. b. Installation of raceway that has been crushed or deformed. c. Use of torches for bending PVC. d. Spray applied PVC cement. e. Boring holes in truss members. f. Notching of structural members. g. Supporting raceway from ceiling system support wires. h. Nail drive straps or tie wire for supporting raceway. C. Boxes: 1. Boxes shall be accessible and installed with approved cover. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-3 BYLI-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 2. Do not locate device boxes that are on opposite sides of framed walls in the same stud space. In other wall construction, do not install boxes back to back. 3. Locate boxes so pipes, ducts, or other items do not obstruct outlets. 4. Install outlets flush with finished surface and level and plumb. 5. Support switch boxes larger than two -gang with side brackets and steel bar hangers in framed walls. 6. At time of substantial completion, install blank plates on uncovered outlet boxes that are for future use. 7. Install air / vapor barrier back boxes behind outlet boxes that penetrate vapor barrier. 8. Location: a. Install boxes at door locations on latch side of door, unless explicitly shown otherwise on Drawings. Verify door swings shown on electrical drawings with architectural drawings, and report discrepancies to Architect before rough -in. Distance of switch boxes from jamb shall be within 6 inches of doorjamb. b. Arrange boxes for ceiling light fixtures symmetrically with respect to room dimensions and structural features. c. Properly center boxes located in walls with respect to doors, panels, furring, trim and consistent with architectural details. Where two or more outlets occur, space them uniformly and in straight lines with each other, if possible. d. Center ceramic tile boxes in tile. END OF SECTION RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-4 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 DIVISION 27 — AUXILIARY SYSTEMS 271501 DATA SYSTEM CABLING..................................................................................................1 BYU-I TELECOMMUNICATONS STANDARDS...............................................................28 DIVISION 9 BYU-I Kirkham Bldg. TR & Cabling JHS #1311 Sept. 2013 SECTION 27 1501 - DATA SYSTEM CABLING GENERAL 1.0 See drawings for additional system requirements. 2.0 The following specification and its associated drawings are intended to provide a set of instructions and materials needed to furnish and install Telecommunications Cabling, within parameters set by industry standards. A. The information is modular in nature. 1. Each facility will have one or more of each module discussed. 2. Specifically included in this specification are cables, connecting hardware requirements to provide a Category 6A compliant link to each data port of the workstations. B. Some of the information contained in the following is directed to the owner's architects, electrical, mechanical, and structural engineers. This information points toward ideal conditions and may vary by site depending on actual conditions. 3.0 Cable and raceway installation and data room layouts shall conform to the 2011 BYUI Cabling standards with the following EXCEPTION: 1. Contractor shall provide and install all raceway, cable tray, J -hooks, cable, jacks, racks, patch panels, ladder tray etc. for a complete horizontal cabling system. Data Cabling 266210-1 BRIGHAM YOUNG UNIVERSITY - IDAHO TELECOMMUNICATIONS CABLING STANDARD Guidelines and best practices for those who have involvement in the cabling operations on the campus of BYU-Idaho. Table of Contents Section 1: General Requirements for Doing Work on BYU-Idaho Cable Plant..........................................1 1.1 Contractor Requirements.........................................................................................................1 Section 2: BYU-Idaho Students Doing Work on the BYU-Idaho Cable Plant.............................................2 2.1 Student Team Members...........................................................................................................2 2.2 Student Tasks............................................................................................................................2 Section 3: Telecommunication Rooms and Building Entrance Facilities...................................................3 3.1 Placement of TR's and Entrance Facilities........................................................................................3 3.2 TR's and Entrance Facilities as Secure and Dedicated Rooms........................................................3 3.3 Equipment Consistency in TR's and Entrance Facilities...................................................................4 3.4 Chatsworth Products Inc. (CPI) TR Standard Equipment................................................................5 3.5 Minimum SYSTIMAX GigaSpeed Components of a TR or Entrance Facility.................................5 3.6 Size and Dimensions of TR's and Entrance Facilities.......................................................................6 3.7 Guidelines for Cable Pathways Within, Entering, and Leaving TR's and Entrance Facilities .... 6 3.8 Environmental Requirements for TR's and Entrance Facilities.....................................................7 3.9 Power Requirements Inside of TR's and Entrance Facilities..........................................................7 3.10 TR and Entrance Facility Grounding and Bonding Requirements...............................................8 3.11 Work Accessibility in TR's and Entrance Facilities.........................................................................8 3.12 Example TR Layout Diagrams with Minimum Requirements......................................................9 Section4: Backbone Cabling................................................................................................................................10 4.1 Backbone Cable Count Requirements............................................................................................10 4.2 Backbone Cabling in Utility Vaults..................................................................................................10 4.3 Backbone Containing Conduits in Entrance Facilities...................................................................11 4.4 Requirements for Entrance Facilities that Exceed Those of TR's................................................12 Section5: Riser Cabling.........................................................................................................................................12 5.1 Fiber Riser Cable Count Requirements.......................................................................................12 5.2 Copper Riser Cable Count Requirements....................................................................................13 Section 6: Horizontal Station Cabling...............................................................................................................13 6.1 Requirements for Uniform Horizontal Station Cabling..............................................................13 6.2 Horizontal Station Cabling Count Requirements.........................................................................14 6.3 Guidelines for Horizontal Cable Dressing in the TR or Entrance Facility.................................15 6.4 Example of Well Pencil Dressed Horizontal Cable.......................................................................15 Section 7: Horizontal Pathways..........................................................................................................................15 7.1 Guidelines for Surface Raceways and In -Wall Installations........................................................16 7.2 Guideline for Using Basket Style Cable Trays...............................................................................16 7.3 Guidelines for Horizontal Cable Runs in Conduits.........................................................................17 7.4 Guidelines for J -Hooks and Cable Saddles as Cable Support......................................................17 Section 8: Testing and Test Reports...................................................................................................................18 8.1 Guidelines for Testing........................................................................................................................18 8.2 Guidelines for Submission of Test Reports.....................................................................................19 Section 9: Labeling of Copper and Fiber Optic Cabling....................................................................................19 9.1 Labeling Copper Horizontal Station Cables, Backbone Cables, and Riser Cables.....................19 9.2 Example of Labeling Horizontal Station Cable Faceplates............................................................20 9.3 Guidelines for Labeling of Fiber Optic Cables................................................................................20 9.4 Example of Labeling Fiber Optic Cabling........................................................................................21 Section 10: Demolition of Cabling and Infrastructure....................................................................................21 10.1 Guidelines for Cable Demolition....................................................................................................21 Section11: Miscellaneous....................................................................................................................................22 ApprovedContractors............................................................................................................................................23 VerificationSheet....................................................................................................................................................24 Section 1: General Requirements for Doing Work on BYU-Idaho Cable Plant 1.1 Contractor Requirements Cable contractors that do work on any aspect of the BYU-Idaho cable plant must meet the following requirements. • Contractors doing work on campus must be certified members of Building Industry Consulting Services International (BICSI). • Have a Registered Communications Distribution Designer (RCDD) as a member of the staff and team that actively participates in the work being done on campus. • Contractors must be Certified SYSTIMAX Structure Cabling System installers of copper and fiber solutions and be a SYSTIMAX Certified VAR. • Company must have at least 30 years of experience in the installation of copper and fiber solutions. This includes but is not limited to termination of fiber and copper ends and splicing of large count fiber and copper cables. • Individual technicians must understand and be formally trained in the installation of copper and fiber cabling and have 5 years of experience in such work. This experience includes but is not limited to the status of SYSTIMAX Certified Installer. • On jobs and projects awarded to a contractor a lead technician must be assigned. This lead technician shall not be replaced or removed from the project until its completion without coordination with BYU-Idaho IT Infrastructure personnel representing the project. BYU-Idaho also reserves the right to request a new lead technician for unacceptable work during the process of the project. • Contractor is required to have a Labor and Performance Bond equal to value of the contract. • Contractor is responsible for repair or replacement of items damaged by them in the work process. The repair or replacement must match, meet, or exceed the model, and or quality, and or value of the item damaged. • All work performed shall be in accordance to all NEC, NFPA, NESC, ANSI/TIA/EIA Standards, local codes, this BYU-Idaho Cabling Standard, and all other applicable codes and standards. • Contractors must provide at least 1 year of warranty on their installation. This warranty assures that all equipment, materials, and workmanship are in accordance with this document, contract bid specification documents, and previous and for -mentioned codes in this document. • Contractor must be capable and authorized to provide manufacturer product warranty including but not limited to the SYSTIMAX 20 year materials and installation warranty. • Bidders shall be selected from a list of pre -approved cabling contractors. This list is ever subject to change based on past performance of contractors and availability of contractors that do this type of work. The approved list is included in this document. (Refer to page 23 —Approved Contractors) • Individuals doing work on the BYU-Idaho campus shall be respectful and considerate of students, faculty, and staff of this University. This includes using modesty in language and dress while working on campus. • When doing work in and around buildings, it may be necessary to temporarily navigate vehicles on sidewalks for ease of loading and unloading. Effort shall be made to minimize this type of vehicle traffic. Also, special care will be taken to avoid damage to landscape. Damage to landscape will be the contractor's responsibility to repair. • Bidders shall be required to read this document before submission of bid. Potential workers on the cable plant of BYU-Idaho signifythat they understand this document by signature on the last page. These include outside contractors, student employees, and full time employees of BYU- Idaho. Section 2: BYU-Idaho Students Doing Work on the BYU- Idaho Cable Plant 2.1 Student Team Members BYU-Idaho employs students as technicians doing work on the various cabling and network systems on campus. BYU-Idaho considers very valuable the contributions that students make. Students are trained in the methods and approaches that we use on campus. Students doing work on campus will read and understand this document before doing work. Work done in deviation from what is outlined in this document will be done again. Students shall approach their different tasks with consideration to safety. Student will use best safety practices when working on campus. This includes but is not limited to proper use of tools and ladders and the use of Personal Protective Equipment such as safety glasses and hardhats when necessary. There is a lead student who is a resource for questions from other student team members concerning what are best practices for work on the BYU-Idaho campus. In addition to the lead student, questions can be directed to members of the IT -Infrastructure team. Questions about how to best accomplish tasks are not only necessary, but encouraged. Students who are not able and or not willing to work in accordance to this standard and or not able to follow instruction from members of the IT Network Infrastructure team will be dismissed. 2.2 Student Tasks • Demolition of cabling and other infrastructure that is no longer needed or used. • Pulling of copper horizontal permanent link station cables. • Termination and testing of copper horizontal permanent link station cables. • Pulling of fiber cables. • Termination and testing of fiber permanent link cables. • labeling of cables on TR end and station end. 2 • Installation of appropriate pathway components including J -hooks, cable tray, raceways, and conduits. • Connection of patch cables to create links between equipment and users. • Documentation of cables, connections, and infrastructure. Section 3: Telecommunication Rooms and Building Entrance Facilities In this document, and in related discussions, BYU-Idaho uses the term Telecommunication Room or TR in accord with TIA/EIA and industry standard. We also use the term Entrance Facility to designate a TR that is allocated for the room where network cabling and other service enter the building from the outside. Entrance Facilities need to follow the same minimum guidelines as basic TR's with possible additional guidelines. Special considerations for Entrance Facilities will be outlined in more detail in Section 4 of this document. Other previously used terms for these types of rooms but not used on this campus include: BDF, IDF, and closet. Telecommunication Rooms are rooms that provide a secure location for network and telecommunication cabling and supporting network equipment. Telecommunication Rooms provide a distribution and connection point between backbone cabling and distribution cabling. Whenever possible at least 1 TR should be located on each building floor. In new constructions, careful consideration to network standards and network protocol limitations including cable length should be made in selection of a location for a TR. 3.1 Placement of TR's and Entrance Facilities TR placement in new construction should be a decision that is made in close coordination with representatives from contracted engineers tasked with building design, members of IT Infrastructure, and members of the Physical Facilities design team. Any deviation from what is outlined in this document should be agreed upon by all parties involved. Considerations for placement of Telecommunication Rooms: • Size of allocated space that will be served by the TR. • Centrality on floor that TR will be serving. • Allowance for copper horizontal station cable permanent link runs to be less than 295 feet. • Accessibility to receive pathway from other parts of building including cable trays and conduits. • Ability to follow the TR stack approach when another floor serving TR is above or below. • Accessibility to TR from a common space such as a hall way. 3.2 TR's and Entrance Facilities as Secure and Dedicated Rooms The secure nature of a Telecommunication Room makes it necessary that it not be a shared space. Only authorized individuals doing specific tasks should be allowed into the rooms that are considered TR's. This approach makes it necessary that functionality of the room be limited to activities associated with moves, adds, and changes to network infrastructure and be performed by personnel in the Network Infrastructure group. Entrance from other personnel and activities outside of this shall be prohibited. TR's must be secured with a campus 4165 key. This key should only be in possession of individuals that have regular need of entering TR's including Network Engineers in the Network Infrastructure group. Any deviation from this outline of appropriate use of TR spaces should be agreed upon by the members of the Network Infrastructure group. TR's can contain but are not limited to containing the following: • Patch cables • Permanent link cables • Cable management components • Grounding equipment • Hook-up wire for cross connection. • Network switching gear • Uninterruptable Power Supplies • Copper Station Cables • Single mode and multimode fiber cables • Power Transfer switching gear • Cabling and ground/lightning protection equipment for outside Emergency Phones TR's shall not be used for: • Storage for miscellaneous items from around the building • Custodial rooms for storage of mops, cleaning supplies, etc. • Office space • Electrical/ HVAC / Security Systems • Tool and material storage • Student study or quiet space at any time of day • Space for miscellaneous IT equipment connectivity without coordination with IT Infrastructure • A pass through point for wiring for other systems not related to network infrastructure • An equipment location for systems not related to network infrastructure without coordination with IT Infrastructure 3.3 Equipment Consistency in TR's and Entrance Facilities TR's on campus consist of a uniform combination of equipment, cable management, cable, connectors, and patch panels. This consistent approach allows us to keep a manageable stock of supplies for scaling our cable plant and network infrastructure. We have adopted specific manufacturers of parts and equipment that we accept as standard equipment in TR's on campus. Individuals in IT Infrastructure have received training in the installation and maintenance of many of these components. Support and 4 warranties are based on the professional installation of these specific components by BYU-Idaho personnel and approved outside contractors. 3.4 Chatsworth Products Inc. (CPI) TR Standard Equipment Minimum Chatswork Products Inc. components of a Telecommunication Room: • 3 ea. Chatsworth Products Inc. (CPI) 19" x 7' Equipment Rack black in color (See diagram on page 9) • 4 ea. CPI 6" Dual -Sided Verticle Wire Manager Black to be installed on both sides of each 19" rack black in color (See diagram on page 9) • 3 ea. CPI 19" Horizontal Wire Manager Black in color • 1 ea. CPI Rack Installation Kit black in color (1 ea. per rack) • CPI Rack Grounding Kit (1 ea. per rack) • CPI 18" Cable Runway Ladder Rack w/ appropriate joining hardware. Ladder rack should span the entire top of the black in color • CPI 18" Cable radius maintaining waterfall for all locations where cable drops off Ladder Rack • CPI Ladder Rack stand-off kits for raising ladder rack above tops of 19" racks black in color • CPI 18" Wall angle support kit for all locations where ladder rack runs to wall • 8 ea. CPI 6" Cable Retaining Posts black in color • CPI 18" Rack to Runway mounting plates as necessary to secure rack to stand off kits and runway black in color • CPI Ladder Rack Rubber Bumpers to finish cut ends of Ladder Rack where necessary black in color • Appropriate hardware to anchor racks to concrete floor and interconnect sections of Ladder Rack. 3.5 Minimum SYSTIMAX GigaSpeed Components of a TR or Entrance Facility: • Systimax 2091 Category 6A rated cabling in new buildings or new TR's. In existing TR's where cable is being added to an existing cable plant and Category 6 is already installed, SYSTIMAX 2071 cable is adequate. Color of cable in new buildings should be white. Cable added to existing buildings should match the color of cable currently in TR. (White or green) • SYSTIMAX GigaSpeed XL X10D 48 port patch panels with cable management rings shall be installed in new buildings. In existing TR's where cable is being added to an existing cable plant and Category 6 is already installed, SYSTIMAX XL 48 port patch panels with cable management rings are adequate. • Cable retaining clips provided with each SYSTIMAX patch panel will be used on all patch panel terminations. • SYSTIMAX plastic label holders will be installed above each bank of six patch panel ports. C� • SYSTIMAX LIU get parts specific • SYSTIMAX FIBER (OR CORNING) • SYSTIMAX PATCH CABLES COPPER • SYSTIMAX FIBER JUMPER CABLES YELLOW OR ORANGE 3.6 Size and Dimensions of TR's and Entrance Facilities The size and dimensions of the TR and or Entrance Facility/TR are crucial to accommodating large pieces of networking gear and often large counts of building cable. Typically larger spaces are needed for additional Telecommunication Rooms that are also considered Building Entrance Facilities. Close coordination between contracted engineers, IT Infrastructure, and facilities should occur when planning a space for a TR or an Entrance Facility/TR. General layout requirements for the Telecommunications Room include but are not limited to: • Rooms considered TR's shall be at least 10' by at least 8'. This size requirement may need expanded based on the circumstantial demands on the room. These special circumstance demands could include size of floor space served, building occupant needs, future requirements of expansion and growth, and special network/telecom services used. • Rooms that are considered Entrance Facilities in addition to Telecommunication Rooms shall have dimensions of at least 16' by at least 8' to accommodate the extra racks and gear associated. (Refer to 4.4 for more details on Entrance Facility size) • The front most protruding portion of any equipment rack within the TR or Entrance Facility/TR shall not be closer than 4 feet from the front wall of the TR. (See Diagram on page 9) • The back most protruding portion of any equipment rack within the TR or Entrance Facility/TR shall not be closer than 3 feet from the back wall of the TR. (See Diagram on page 9) • It is preferred that no sprinkler heads be installed in TR's or Entrance Facility/TR's. In the event that code requires sprinkler head(s) a wire protective cage shall be installed to protect the head. Also, troughs shall be installed under water carrying pipes to prevent water damage to network equipment. 3.7 Guidelines for Cable Pathways Within, Entering, and Leaving TR's and Entrance Facilities Conduits and trays are the preferred form of pathway bringing cables to and from a TR and Entrance Facility. Within the TR or Entrance Facility Black CPI 18" Ladder Tray is the preferred method for supporting cables. In special cases cables may be routed inside of the TR using D rings as support. These cases include the routing of cable for a wall mount TR phone, or the routing of grounding cable. The smallest D Ring that accomplishes a neat and finished end product shall be used. Inside TR pathway requirements include but are not limited to: • A minimum of 4 ea. 4" EMT conduits feeding a TR from the Building Entrance Facility. • A minimum of 4 ea. 4" EMT conduits from the TR to each of the individual floors that it serves. • Waterfall style cable management shall be installed to make the transition from the basket cable tray that enters the TR or Entrance Facility to the 18" Ladder Tray within 36" of the basket tray entering the TR or Entrance Facility. • Feeding conduits or conduit sleeves shall enter a TR or Entrance Facility and protrude at least 3". This 3" protrusion shall be typical of conduits entering through a floor, wall, or ceiling. • All conduits shall be reamed and have a plastic bushing installed. • Conduits shall not be left open. All applicable codes shall be followed regarding the installation of appropriate fire stopping materials including but not limited to UL 1497, ASTM E814, and ASTM E119. Acceptable fire stopping materials include but are not limited to putty, caulks, and expanding pillows. 3.8 Environmental Requirements for TR's and Entrance Facilities • TR's and Entrance Facilities shall be part of an HVAC system that is able to maintain an ambient temperature between 64 and 74 degrees Fahrenheit. • Relative humidity in TR's shall be between 30% and 55% non -condensing. • Positive pressure shall be maintained in TR's and Entrance Facilities with a minimum of one air change every hour. • TR's and Entrance Facilities must be part of an HVAC system that can maintain the above mentioned temperatures and humidity range and air changes 24 hours each day and 365 days each year. • Necessary maintenance to HVAC systems and replacement of filters shall be performed on a regular schedule. 3.9 Power Requirements Inside of TR's and Entrance Facilities Power needs in the TR's and Entrance Facility change depending on how the space will be used and special requirements of the network gear that will be housed in the room. Close coordination shall be made to discuss the individual power needs of each new TR or Entrance Facility with contracted engineers, representatives from IT Infrastructure and Physical Facilities on new constructions. Below are minimum requirements for a basic TR without consideration to special needs. • Each TR and Entrance Facility shall have a dedicated electrical panel that is servicing only of the TR or Entrance Facility that it is in. This panel shall have circuitry to a building UPS system or to E -power or to generator power that is considered E -power. • There shall be a minimum of 4 dedicated 3 wire 120 V 30 A circuits using NEMA L 6-20R. • There shall be a minimum of 2 ea. 120 V 20 A circuits on normal building power for use of power tools and testers within the TR. 3.10 TR and Entrance Facility Grounding and Bonding Requirements • Applicable codes and standards must be adhered to with regard to grounding and bonding including but not limited to NEC 250, ANSI/NFPA 780, and ANSI/EIA/TIA-607. • All racks, equipment, and cable shields shall be properly grounded. All cable trays shall be bonded between sections and tied to ground. • The minimum cable that shall be used for grounding or bonding shall be of 6 gauge stranded copper. • Direct attachment shall be made to the closest grounding point that is considered building ground on the electrical grounding system of the building. This connection must provide the necessary proper grounding equalization. • As mentioned in 3.3 of this document, the preferred manufacturer of parts for constructing a ground bus bar or ground window is Chatsworth Products Inc. 3.11 Work Accessibility in TR's and Entrance Facilities Constant network moves adds and changes in a building mandate that TR's and Entrance Facilities be constructed in a fashion that facilitates adding station cables, demolishing station and riser cable, adding network electronic equipment, and changing or replacing equipment. Special considerations in the construction of the room should be made to facilitate this work. This includes but is not limited to: • Any type of ceiling that hinders the addition of cables to TR or Entrance Facility pathways shall not be installed. When a ceiling is absolutely required by code the minimum floor to ceiling height shall be no less than 8' 6". False or drop in grid ceilings are also not preferred. • TR's and Entrance Facilities shall have fully opening doors that swing outward. Door openings shall be without thresholds as they make difficult the maneuvering of heavy equipment. In dual door openings, center posts shall not be installed. Doors shall be a minimum of 36" wide. Door shall be secured with the 4165 campus key. • Fluorescent lighting fixtures shall be placed with consideration to rack placement. Lights shall be mounted on walls at least on both sides of rack facing each other when possible. (See TR diagram) Motion detecting light switches shall be installed. A minimum of 12" of space should be between any portion of a light or lighting fixture and a cable tray or cable runway. Walls shall be white to enhance room lighting. • 3/4" AC grade Fire -rated Plywood shall be mounted on walls where there is a need to mount multiple and various equipment items on walls. Flush hardware will be used for mounting this plywood to wall. Plywood shall be painted white to match the rest of the room. • Floor shall have loading capacity of 100 pounds per square foot. Polished concrete or tile is preferred for the floor finish. Carpet in TR's or Entrance Facilities is not allowed. • All TR's and Entrance Facilities shall be equipped with a broom, dust pan, and waste basket. These items are not to leave the TR or Entrance Facility. 3.12 Example TR Layout Diagrams with Minimum Requirements an on. Section 4: Backbone Cabling Backbone cables typically originate out of the Joseph F. Smith Building and extend through our system of utility vaults on campus. Entrance Facilities are the point at which these backbone services enter a building. These rooms typically must be larger than a regular TR space because of the higher number of racks, backbone cabling, and equipment that goes into these rooms. Building Entrance Facilities are the point where backbone cables entering the building are usually terminated. 4.1 Backbone Cable Count Requirements • Each building on the BYU-Idaho campus shall receive at least 24 single mode fibers. This count requirement could be increased based on the services that are needed in the building. All fibers and fiber terminating components shall be of the SYSTIMAX product line. • Each building on the BYU-Idaho campus shall receive at least 25 pairs of copper backbone cabling. Outside copper backbone cabling shall be 24 gauge. • There are multiple large fiber and copper dark cable counts that are available in utility vaults for splicing and taking cable counts into new constructions. Close coordination with BYU-Idaho IT Infrastructure, Facilities personnel and contracted engineers and installers should occurwhen splicing into existing infrastructure in utility vaults. • All backbone copper cable counts shall be protected with gas style cable protection fuses on both ends of the cable. • All backbone copper cable counts shall be terminated on a 110 style panel in the Entrance Facility with a separate cable extending the connectivity to a SYSTIMAX patch panel ready for distribution to otherTR's in the building via risers. • All fiber backbone cable counts shall be terminated with LC style connectors that are loaded in bulkheads and mounted in SYSTIMAX LIU(s). • Sharp kinks or bends will not be accepted on fiber or copper backbone cables. • A service loop of at least 20' shall be installed on all backbone cables within the Entrance Facility and be neatly looped and secured with Velcro and supported on Ladder Racks or attached to a wall. 4.2 Backbone Cabling in Utility Vaults • Utility Vaults shall be cabled in a neat and organized manner. • Splice cases that are housed in utility vaults shall not be left on the ground, or hanging, or suspended from the cables that they are splicing. • Splice cases shall be labeled according to the cables that they are splicing. • Angle supports shall be installed with necessary trays and shelves to keep cable loops off the ground in a neat and organized manner. 10 • Utility vaults on campus are a shared resource with our high voltage plant. Communications cables shall not weave, cross, or mix in any way with the cables that are for high voltage. As much distance as possible should be maintained between the two cable types. • Precautionary safety measures are the responsibility of the individual contractors that will be doing work in the vaults. Utility vaults are considered a confined space on the campus of BYU- Idaho. Safety measures should be taken by the contractor to assure a safe working environment. This includes but should not be limited to testing for adequate oxygen levels in vaults before entry. • 20' of service loop shall be installed in a neat manner in each vault that a new cable install passes through. • Vaults should be maintained free of water and mud. • Vaults should be kept secure through the process of work that is happening in them and around them. Workers shall make certain that all vaults are locked and secure when they are not immediately attended to. 4.3 Backbone Containing Conduits in Entrance Facilities • At least 4 ea. 4" conduits shall be installed for the telecommunication systems cables entering the building. • Cables shall not be installed between the utility vault or manhole and the Entrance Facility without inner -duct. Cables pulled through 4" conduits without any type of inner -duct will not be accepted. • At least one of the four conduits shall have 4 ea. 1" corrugated inner -duct installed. All conduits that are cable containing at the time of turnover to owner will be threaded with the maximum number of 1" inner -ducts to maximize the capacity of the 4" conduit. • All inner -ducts, fabric or corrugated that do not have cables installed shall be threaded with pull lines. • Fabric inner -duct is a viable replacement solution for corrugated inner -duct. If fabric duct is used, 3 ea. x 3 channel fabrics shall be installed using best practices to mitigate problems with twist and bind in the fabric. Max Cell is the fabric inner -duct of choice on campus. • Conduits shall slope to the outside of the building as to not allow possible water drainage into the building. • All best practices as defined by BICSI's TDMM, electrical codes, and standards will be used in the installation of underground conduits that feed Entrance Facilities. To be considered best practice on BYU-Idaho campus the following is applicable: o No conduit bends shall exceed 90 degrees. o The conduit run must extend all the way into the building. No direct buried cable will be accepted. o Max bend radius of a 4" conduit is 10 times the inside diameter of the conduit. The max bend radius of a 4" conduit is 40". 11 o Empty conduits that enter a building shall be plugged with an appropriate fitting that does not allow water or creatures to enter building. o All conduit banks shall be encased in red concrete from the point where they leave the utility vault until they either reach the building or reach the next utility vault. • Outdoor cables entering a building in a conduit must be terminated within 50' of exiting the conduit. 4.4 Requirements for Entrance Facilities that Exceed those of TR's • Entrance Facilities must be in a location that is in proximity to the utility vault that will be feeding the building. • The minimum size of an Entrance Facility shall be 8'x 16'. This dimension is a minimum size. The equipment and demands of the room could necessitate that the room be larger. • 5 CPI equipment racks and corresponding CPI cable managers, CPI Ladder Racks, etc. shall be typical of each building's Entrance Facility. Referto 3.4 for list of accepted CPI parts. Section 5: Riser Cabling Riser cabling is fiber or copper cabling that is used to extend services and connectivity from the Entrance Facility to other TR's within the same building. 5.1 Fiber Riser Cable Count Requirements • In most cases single mode fiber riser cable counts shall match the backbone cable counts to each of the TR's from the Entrance facility. This means that at least 24 strands of SYSTIMAX single mode fiber shall be installed from the Entrance facility to each of the other TR's in the building. • At least 24 strands of SYSTIMAX 62.5 micron multimode fiber shall also be installed between the Entrance Facility and each TR of the building. • All multimode and single mode fiber shall be terminated with SYSTIMAX LC style connectors on both the Entrance Facility end and the TR end. These terminations shall be loaded in bulk heads and mounted in the SYSTIMAX rack mounted LIU. • Fiber risers shall be installed free of sharp kinks or bends • Fiber risers shall be installed in 1" plenum rated corrugated inner -duct. An alternate method may be the use of armored cable for the riser. • In all cases, fiber cables installed between the Entrance Facility and the TR must be appropriately rated for plenum spaces. • Refer to 8.3 and 8.4 for information on labeling fiber optic cables. 12 5.2 Copper Riser Cable Count Requirements • In most cases copper riser cable counts shall match the backbone cable counts to each of the TR's from the Entrance facility. This means that at least 25 copper pairs of 24 gauge shall be installed from the Entrance facility to each of the other TR's in the building. This cable shall be of the SYSTIMAX product line. • All copper riser cable counts shall be terminated on a 24 port SYSTIMAX XL patch panel mounted in the CPI 19" rack with one pair terminated per patch panel port. This patch panel supports termination positions for 24 pairs. The 251" pair shall be left coiled and un -terminated on both ends. • In all cases, copper cables installed between the Entrance Facility and the TR must be appropriately rated for plenum spaces. Section 6: Horizontal Station Cabling Horizontal cable is the connecting cable that typically extends from the TR to the user or station that it is providing network connectivity for. Typically this cable is terminated on a patch panel on the TR end and a jack or information outlet on the user end. Horizontal cabling on the BYU-Idaho campus is part of a SCS or Structure Cabling System. The manufacturer of choice for our SCS is SYSTIMAX. Lack of cable connectivity or network jacks in a particular location is solved by installing additional cables to meet the specific user need. Solutions for lack of connectable ports do not include altering existing terminated cable, connecting hubs, switches, or wireless devices. 6.1 Requirements for Uniform Horizontal Station Cabling • Only one Structure Cabling Solution shall be allowed to be installed on campus. The solution shall be SYSTIMAX SCS. • Category 6 cabling is the standard for our campus. Category 3, 5, and 5e are not acceptable grades of cable. They will not be allowed. The BYU-Idaho Center and the Hyrum Manwaring Building are cabled with Category 6A white cabling. When additional cables are added to these buildings they shall match in color and grade. • There are two colors of cables that shall be installed on campus. These colors are white and green. Cable installed after the initial wiring of the building shall match the color of the rest of the cable installed; either white or green. • We use the colors electric ivory and grey for our faceplates, information outlets or jacks. The color of the jacks shall match the color of the rest of the jacks in the building. In new constructions the color of the faceplates and jacks shall be coordinated with representatives of IT Infrastructure, Facilities Management, and the contracted engineer. 13 • The patch panel, cable and jack shall match in grade in all cases. This means that CAT 6 cable shall be terminated on CAT 6 patch panels and CAT 6 Jacks. Mismatches in grade or manufacturer of components will not be accepted. • Styles of faceplates shall be uniform throughout an entire building. • All cabling shall meet requirements of the space that it is installed in. Spaces that are considered plenums shall be cabled with plenum rated cables. • Station cabling shall have at least a 10' service loop inside the TR. The service loop shall be neatly dressed and managed on the Ladder tray. Loops shall be managed and maintained in the TR using Velcro. Plastic wire ties will not be accepted. • Horizontal or vertical orientation of faceplates shall match orientation of existing faceplates or electrical outlets in the room. 6.2 Horizontal Station Cabling Count Requirements • Each space that is considered an office at the time of construction shall have at least 2 separate locations of 3 station cables installed. These locations shall fit with the design of the furniture that will be installed. • Each space that is considered for a location for vending machines shall have at least 1 location of 6 station cables installed • Each space that is considered a location for a wireless access point shall have at least 1 location of 3 cables installed. • Each space that is considered for locating mechanical controls or networkable HVAC equipment shall have at least 1 location of 3 cables installed. • Each space that is considered for locating electrical controls or networkable electrical equipment shall have at least 1 location of 3 cables installed. • Classroom teaching stations or podiums shall have at least 1 location of 6 station cables installed inside the podium to the standard and specification of our current campus podium design. • Each location where a TV or monitor would be mounted shall have at least 1 location of 3 station cables installed. • Each location where a multi -use printer/fax/copier machine will be shall have at least 1 location of 6 station cables installed. • Each outdoor location of an Emergency Phone shall have 2 cables pulled in a conduit from the phone pedestal outside to the nearest TR inside the nearest building to the phone. These cables shall be of grade suitable for outside exposure, and be protected and grounded. • Courtesy phone locations shall have a single location of 1 cable installed. The jack shall be installed in a SYSTIMAX stainless steel faceplate for durability. • Cabling counts for computer labs and other special needs areas will be addressed on an individual lab basis. Sensible cabling counts will be installed to accommodate the needs of the lab. 14 6.3 Guidelines for Horizontal Cable Dressing in the TR or Entrance Facility • Cables shall be neatly pencil dressed upon entering the TR or Entrance Facility. This pencil style dressing shall be maintained until termination at the patch panel. • Tangled or taught cables within the TR will not be accepted. • Cables shall be bundled in groups of 48 and Velcro wrapped every 2'. Cables adds shall build off of partially formed bundles until the bundle reaches the count of 48 cables at which point a new bundle shall be formed. • These bundles shall consist of a service loop of at least 10' of horizontal cable. 6.4 Example of Well Pencil Dressed Horizontal Cable Section 7: Horizontal Pathways Horizontal pathways dictates how and where cables are routed. This includes the equipment that is put in place in ceilings and on walls to keep cables managed and contained. Horizontal pathways should also be engineered to protect cables from damage caused by work done in ceilings by other trades and harmful effects of EMI on data signals on a copper cable. 15 7.1 Guidelines for Surface Raceways and In -Wall Installations • In new constructions conduits shall be extended from the jack location through walls to ceiling spaces and continue to the main cable pathway for the building; usually a cable basket tray. • Surface raceways should never be the first choice of pathway for extending cable down a wall. In adding cable to a finished building when possible wall cavities shall be fished to extend cable to a location. A cut in box or old house box shall be used to attach a faceplate to a dry wall where cable has been fished through the wall. • When the wall is unable to be fished the accepted pathway product to use is Wiremold brand 2300 series non-metallic raceway. This raceway shall be electric ivory in color. Components of this raceway system that must be used include but are not limited to the following: o Wiremold 2300 Series S' length pieces 0 2300 Series Entrance End Fitting for butting raceways up to ceiling 0 2300 Series Join Covers to cover all seams in raceway installations 0 2300 Series Deep Device Box for surface mount box installations 0 2300 Series Flat Elbow 0 2300 Series Inside Elbow o 2300 Series Outside Elbow • Wiremold 2300 Series raceway shall be installed using wall anchors and not the sticky adhesive backing. • The maximum number of cables to be fit in Wiremold 2300 Series raceway is 8. • All locations in raceway or not in raceway shall extend to the same off the floor distance as the rest of the power outlets and data outlets in the room unless otherwise specified. • All raceway installations shall be straight and neat with no exposed cable to be seen. 7.2 Guidelines for Using Basket Style Cable Trays • Basket Trays are the preferred method of pathway for extending large amounts of cable for long distances. The preferred model of tray in new constructions shall be CPI FastTrak with all of its interconnecting components. • In new constructions basket trays should follow main hallways or corridors that are routes for large amounts of cable. • Basket trays shall be installed with a minimum of 12" of clearance of lighting fixtures in ceilings. • Basket trays and all cable supports shall never make contact with the ceiling grid or use the ceiling grid support wires for extra support. • In new construction conduits shall be extended from the location on the wall to a basket tray to carry the cable the rest of the distance back to the TR. • Wire ties shall not be used to fasten cables to basket trays. • Cables shall not route tightly around basket tray intersections and corners, but rather loop gradually with slack around the corners. 16 • Trays in the ceiling shall be securely fastened to structurally sound members in the ceiling to avoid sagging and swaying of tray. • Rough cut and Sharp edges on basket tray shall be filed off to avoid future injury to workers installing cables. • Basket trays shall be sized appropriately for the amount of cable they will be supporting. Over or undersized basket trays will not be acceptable. • Basket trays installed for support of network cables shall only be used for that purpose. Basket trays shall not be used as support for other types of ceiling infrastructure. 7.3 Guidelines for Horizontal Cable Runs in Conduits • In new construction conduits shall be used to extend cable runs from their location on the wall to a cable tray or to the TR. • Conduits feeding cable from cable tray shall extend 2" to 3" inches into the tray. • All conduits installed for the purpose of providing pathway for horizontal cable shall be at least 1" inside diameter regardless of the number of cables called for at the immediate install. Larger than 1" trade size conduit shall be installed based on cable counts in reference to the table below. ----------- inside Trade Cable Outside Diameter Dlamtor 8123 null (in) mm 1,8 4.0 5.6 6.1 7.4 7.0 _. 14 _t SX; 15.8 17.8 {0.11) (0.18) (0.22) (0.24) (0.29) (0.11) (0 37 (0,52) (0.62) (0.70) 16 V2 1 1 0 I 0 0 1) u U 0 0 21 314 6 5 4 s 2 _ 2 1 _D O 0 27 i 8 8 ! i f, 3 3 2 1 0 0 15 1-114 16 14 12 10 G d 1 1 1 t .__41,_. 1.1f2„ . 20 tg Sf tl, 7 i b 4 53 2 30 26 22 I _ 20 14 i. 12 7 4 3 2 0/ 2.1J2 4v 4U 30 S6 17 1.1 12 0 A .. 7a 3 70 60 60 40 2n ,o.... v 91 1-112 22 1z ; a_,. Ilk— a 30 ^14 u • No more than 6 cables shall be installed in a 1" inside diameter conduit. • All conduit ends shall be fitted with a plastic bushing. • Conduit runs shall be installed with appropriate pull boxes and bends that do not exceed 90 degrees for ease and ability of pulling cable. • Conduits that do not have cable immediately installed shall be equipped with a pull line for future cable installation. • Open conduits shall be stopped with fire -stopping putty or caulk in accordance to UL 1479 and ASTM E814. 7.4 Guidelines for J -Hooks and Cable Saddles as Cable Support • J -Hooks are an acceptable pathway for cable only when a basket tray is not able to be installed, or doesn't make sense to install because of space and or accessibility limitations. 17 • Erico Caddy CAT32 and CAT425 are the preferred model of cable support to be used on the BYU- Idaho campus. • Minimum 1 -Hook size shall be 2 inches. • Cable retaining clips shall be installed with all J -Hooks to prevent cables from falling out of the hooks • Hooks and cable saddles shall be properly and securely fastened using angle hanging brackets and or beam clamps. • J -Hooks and or saddles shall be installed every 4' to 5'. With a staggered distance between 4' and S' to avoid a harmonic anomaly in the data signal. • 3 Velcro tie wraps shall be installed between each J -Hook or saddle maintaining a neat and contained bundle of cable. • Grid wire, sprinkler pipe, electrical conduit, HVAC duct work, ceiling grid, and ceiling tile are never acceptable fasteners or supports for cabling. Section 8: Testing and Test Reports 8.1 Guidelines for Testing • All Category 6 and 6A horizontal station cables and singlemode and multimode fiber optic cables shall be tested using Fluke DTX 1800 Cable Analyzer. Contractors who wish to use other test equipment may do so only with the approval of representatives of IT Infrastructure. • The Fluke DTX 1800 used for testing shall be within 1 year of its most recent calibration to be used for certifying cable on campus. • The Fluke DTX 1800 shall be updated with the latest firmware when testing on our campus. • The Fluke DTX 1800 shall be set to the SYSTIMAX GigaSpeed cable Auto testing mode. • Horizontal copper cabling shall be tested only afterthe finishing faceplate has been put in place. If for any reason the faceplate is removed and replaced, all horizontal cables at the location shall be tested and certified again. • No cable installation is considered finished until a passing test result is achieved. • Copper riser and backbone pairs shall be tested using a DC continuity test. • Fiber optic cabling shall be tested in both directions using the correctly referenced and calibrated Fluke DTX 1800 with fiber modules corresponding to the mode of fiber under test. • Multimode fiber shall be tested at both 850 nm and 1300 nm wavelengths. • Singlemode fiber shall be tested at both 1310 nm and 1550 nm wavelengths. • Each strand's splice loss shall be no greater than 0.2 db. This shall not be an average measure of all strands tested, but an individual strand requirement. • Loss per mated connector shall be 0.6 db or less for acceptance. This shall not be an average measure of all strands tested, but an individual strand requirement. • No sampling testing will be allowed. All cables installed shall be tested and submitted. 18 8.2 Guidelines for Submission of Test Reports • The individual PASS test files shall be saved as the label of the cable that was tested. • An electronic copy of the test results shall be submitted to a representative of IT Infrastructure before the install shall be considered complete. • Test results shall be submitted as .FLW file format for viewing with use of the Fluke Linkware software. • On new constructions, as part of the test result submission a certificate noting a Certified SYSTIMAX install has been performed shall also be submitted by the contractor who did the installation. Section 9: Labeling of Copper and Fiber Optic Cabling Labeling is a crucial component of a finish cable install. Labeling shall be consistent in all building across campus. An install will not be accepted until cables are properly labeled. 9.1 Labeling Copper Horizontal Station Cables, Backbone Cables, and Riser Cables • All labels shall be printed. No hand written labels will be accepted. • Station cables shall have a wrap style label on the cable jacket behind the faceplate within 1" of the termination to the jack, and another identical label that is on the jacket 1" from the termination on the patch panel. This label shall be printed off from a professional model labeler such as P -Touch, Brady, or Dyno Labeler. • Installers shall consistently follow the BYU-Idaho cable labeling schemes for copper cables. New methods and or schemes of cable labeling will not be allowed. • Labels on SYSTIMAX patch panels shall be inserted into the plastic label holder accessory available through SYSTIMAX. Gluing, taping, or hanging labels on patch panels will not be accepted. • Labels on SYSTIMAX faceplates shall be printed. They shall also neatly and squarely be installed behind the clear plastic window on the top or far left of the faceplate. The second clear plastic window shall be inserted in the bottom or right side position available. This label shall have the TR room number that the cable terminates in. The opaque window strip provided in the SYSTIMAX faceplate kit shall not be used. • Backbone cable pairs shall be labeled at the patch panel where they terminate. They shall be labeled with the four digit call out number that corresponds with its identifying label on the Smith Building end of the cable. Coordination with BYU-Idaho IT Infrastructure personnel shall be made to determine the sequence of numbers to use. 19 • Backbone cable jackets shall be labeled with their pair sequences as the leave splice cases in utility vaults. 9.2 Example of Labeling Horizontal Station Cable Faceplates In reference to faceplate diagram below • AAA = 3 letter building designation. Each building has a 2 or 3 letter designator. Consult with a representative of BYU-Idaho IT Infrastructure to know the correct building designator. • ### = Room number that cable location is in. Sometimes a room has a letter designator to go along with the room number. This letter designator shall be part of the faceplate label. • 1= Position of faceplate in the room. Rooms with multiple faceplates shall be labeled starting with the location to the left of the main entrance of the room and rotate around the room clockwise. A room with three separate face plates would be labeled 1 through 3 clockwise going around the room. • ABC = Letter designator for position of individual cable in faceplate. • An example of a real face plate label could be: TAY -224-1 (this is only an example and shall not be used verbatim on future installations) m AAA qpp 1-J j 9.3 Guidelines for Labeling of Fiber Optic Cables • A label shall be applied that calls out each strand in a fiber optic cable. • Labels shall be left hanging in the front of the LIU on both ends of the fiber cable. • Fiber labels shall match on both ends of the fiber. 99 • Jackets of fiber optic cables shall be wrap labeled with their sequence and range where they leave a splice case in the utility vault. 9.4 Example of Labeling Fiber Optic Cabling AAA -###-BSM -12 3 • AAA = 3 letter building designation. Each building has a 2 or 3 letter designator. Consult with a representative of BYU-Idaho IT Infrastructure to know the correct building designator. • ### = Designates the TR room or the Entrance Facility where the far end of the fiber is terminated. • BSM = Backbone Single Mode. This calls out the mode of the fiber and distinguishes the cable as either backbone or riser fiber. A fiber designated for Multi Mode Riser use would be RMM for Riser Multi Mode. • 123 = Designates the strand count. This would be 123'd strand in that sequence. • An example of a real single mode backbone fiber 8th strand label in the Taylor building TR might be: TAY -107 -BSM -008. (this is only an example and shall not be used verbatim on future installations) Section 10: Demolition of Cabling and Infrastructure Cables are typically considered a valuable resource even when they are not connecting a current network device. Cables that are not connecting devices usually shall be left terminated in place for possible future use. Arbitrary demolition of cable simply because they are not currently being used shall not occur. In the event of a remodel or reworking of a space it often becomes necessary to remove old cabling or unused cabling from a building. When a cabling system becomes outdated and due for upgrade, the old cabling system must be completely demolished and removed. 10.1 Guidelines for Cable Demolition • Cable that is to be demolished shall be completely removed end to end. No remnants of the cable shall be left in the ceilings, walls, pull boxes, or device boxes. • When a cable system is upgraded no left over components of the old system shall be savaged and used in the new system. This includes jacks, patch panels, and cable lengths. • When a contractor is commissioned to do demolition work that contractor shall be responsible for the complete demo and discard of all aspects of the infrastructure to be demolished. • Any damage by a contractor to infrastructure during the demolition process shall be the responsibility of that contractor. 21 • In the event of a building re -cable the cable demo and new cable installation shall be closely coordinated with representatives of IT Infrastructure to minimize and or mitigate down time to connected users of the cables in question. Section 11: Miscellaneous • BYU-Idaho adheres to any new standards and codes that may be applicable that are not a current part of this document. Anyone doing work on the BYU-Idaho cable plant is expected to follow above mentioned new codes and standards. • BYU-Idaho considers all standards, codes, and best practices applicable that are outlined in the BICSI Publication TDMM 12. (Telecommunications Distribution Methods Manual 12th Release) • Any exceptions or suggestions that deviate from this standard must be discussed with and approved by members of the BYU-Idaho IT Infrastructure team. • The BYU-Idaho IT Infrastructure team desires to take a roll in the overall design of cabling solutions and network systems of new constructions in conjunction with contracted engineers. The IT Infrastructure team shall design TR layout, information outlet locations, and network equipment placement strategies. • Those who shall understand and adhere to this document include: o All employees of a cabling contractor doing work on the campus of BYU-Idaho. o All technical staff of BYU-Idaho that may have dealings in the cable plant. o All involved with the design, consulting, and implementation of new construction. 22 Approved Contractors Cache Valley Electric 2345 South John Henry Drive Salt Lake City, UT 84119 Contact: Brad Christensen Phone: 801-908-4179 Mobile: 801-870-7198 System Tech Inc. 2854 Featherly Way Boise, ID 83709 Contact: Jaren Layton Phone 208-709-7521 23 Verification Sheet I , have read and understand the BYU-Idaho Cabling Standard. I agree to use this standard along with all applicable local codes and standards in designing, installing and maintaining the cabling infrastructure of BYU-Idaho. I understand that any questions regarding this code should be directed to members of the BYU-Idaho IT Infrastructure team. I also understand that suggestions of changes or new ideas must be reviewed and accepted by members of the BYU-Idaho IT Infrastructure team. Signature Verification can be sent to: Travis Williams 525 S. Center Street Rexburg, ID 83460 Phone: 208-496-7097 Mobile: 208-709-2192 williamstr@byui.edu 24