The URL can be used to link to this page

Home My WebLink AboutPROJECT MANUAL - 19-00133 - BYUI Buildings 13,14,15,16 - Enclosed Stairs PROJECT MANUAL University Village Stair Enclosures Rexburg, Idaho BYU‐Idaho Project #11115 JHS Project #1709.2 PROJECT MANUAL University Village Stair Enclosures Rexburg, Idaho BYU-Idaho Project #11115 JHS Project #1709.2 Owner Brigham Young University – Idaho Physical Plant Rexburg, Idaho 83460-8205 Architect Jensen · Hayes · Shropshire 125 North Garfield Ave. Pocatello, Idaho 83204 Ph: (208) 232-1223 Fax: (208) 232-1226 April 2018 SIGNATURES BYU-I: #11115 University Village Stair Enclosures Wayne Clarke - University Operations Managing Director Kyle Williams, Facility Management Operations Director Greg Edwards, Carpentry Services Supervisor Kent Fenton, Carpenter Rulon Nielsen, Construction Management Services Director BYU-I University Village Stair Enclosures BYU-I #11115 April 2018 INDEX TO SPECIFICATIONS 1 INDEX TO SPECIFICATIONS INDEX TO SPECIFICATIONS INVITATION TO BID ..................................................................................................................................... 1 NOTICE TO BIDDERS .................................................................................................................................. 1 INSTRUCTIONS TO BIDDERS ................................................................................................................. 1-4 FORM OF PROPOSAL .............................................................................................................................. 1-4 AGREEMENT BETWEEN OWNER AND CONTRACTOR ....................................................................... 1-4 GENERAL CONDITIONS......................................................................................................................... 1-13 SUPPLEMENTARY CONDITIONS ............................................................................................................ 1-6 DIVISION 1 – GENERAL REQUIREMENTS 01 1000 SUMMARY .......................................................................................................................... 1 01 2000 PRICE AND PAYMENT PROCEDURES ............................................................................ 1 01 3000 ADMINISTRATIVE REQUIREMENTS ............................................................................. 1-3 01 4000 QUALITY REQUIREMENTS ............................................................................................ 1-2 01 5000 TEMPORARY FACILITIES & CONTROLS ...................................................................... 1-2 01 6000 PRODUCT REQUIREMENTS ......................................................................................... 1-2 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS ......................................................... 1-4 DIVISION 3 – CONCRETE 03 3000 CAST-IN-PLACE CONCRETE ......................................................................................... 1-3 DIVISION 6 – WOODS AND PLASTICS 06 1000 ROUGH CARPENTRY ..................................................................................................... 1-2 06 8316 FIBERGLASS REINFORCED PANELING ...................................................................... 1-2 DIVISION 7 – THERMAL AND MOISTURE PROTECTION 07 2450 STUCCO AND EIFS ....................................................................................................... 1-5 07 6200 SHEET METAL FLASHING AND TRIM ........................................................................... 1-2 07 9200 JOINT SEALANTS ........................................................................................................... 1-2 DIVISION 8 – OPENINGS 08 5313 VINYL WINDOWS ............................................................................................................ 1-3 08 9100 LOUVERS ........................................................................................................................ 1-2 DIVISION 9 – FINISHES 09 2116 GYPSUM BOARD ASSEMBLIES ....................................................................................... 1 09 9113 EXTERIOR PAINTING ..................................................................................................... 1-3 END OF INDEX BYU-I University Village Stair Enclosures BYU-I #11115 April 2018 INDEX TO DRAWINGS 1 INDEX TO DRAWINGS T1 TITLE, INDEX OF DRAWINGS & SIGNATURES ARCHITECTURAL DRAWINGS AS1 SITE PLAN & CODE REQUIREMENTS A1.1 TYPICAL CENTER STAIR ENCLOSURE PLANS A1.2 TYPICAL CENTER STAIR ENCLOSURE ELEVATIONS & SECTIONS A2.1 END UNIT STAIR ENCLOSURE PLANS & ELEVATIONS A2.2 END UNIT STAIR ENCLOSURE SECTION & MISC. DETAILS A3.1 ENCLOSURE DETAILS END OF INDEX Rulon Nielsen Director, Arch and Con Management Services | Phone: (208) 496-2660 | Fax: (208) 496-2490 | nielsenru@byui.edu «ProcessFields_InvitationLetterDate» Contractor Re: Invitation to Bid – «Project_Name» Project No. – «ProjectCustom_ProjectNumber» To Whom It May Concern: Please submit a bid on the above-referenced project. The project consists of the following: «ProcessFields_ProjectDescription» The contract award will follow the University’s standard approval process and construction may begin on «ProcessFields_ConstructionStartDate». Construction will complete no later than «ProcessFields_ConstructionCompletionDate». A mandatory pre-bid meeting will occur «ProcessFields_PreBidDate» at «ProcessFields_PreBidTime», in «ProcessFields_PreBidLocation». You will submit your bid online via e-Builder no later than «ProcessFields_BidOpeningDate» at «ProcessFields_BidOpeningTime». A bid tabulation summary will be emailed to all bidders the following business day. A performance bond and a labor and materials payment bond for 100% of the contract will be required for any bid proposal over $40,000. We hope you will be able to submit a bid. Sincerely, Rulon Nielsen Director, Architecture and Construction Management Services RRN/nm Updated 8//17 1 Notice to Bidders NOTICE TO BIDDERS SECTION 1 – PROJECT: Project Name: «Project_Name» Project Number: «ProjectCustom_ProjectNumber» SECTION 2 – LOCATION: «ProcessFields_CampusLocation» SECTION 3 – OWNER: BYU-Idaho SECTION 4 – DESIGNER: «ProcessFields_CompanyNamePreparingDrawin» 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 2015). This volume is an integral part of the contract documents and is hereby made a part of the contract. SECTION 6 – TIME OF COMPLETION: Date: «ProcessFields_ConstructionCompletionDate» SECTION 7 – PREBID CONFERENCE: Date: «ProcessFields_PreBidDate» Time: «ProcessFields_PreBidTime» Place: «ProcessFields_PreBidLocation» SECTION 8 – RECEIPT AND OPENING OF BIDS: Date: «ProcessFields_BidOpeningDate» Time: «ProcessFields_BidOpeningTime» Place: e-Builder The Owner reserves the exclusive right to release all publicity relating to the proposals and the project. SECTION 9 – GENERAL CONTRACTORS: Bidding by General Contractors will be by invitation only. SECTION 10 – DRAWINGS: Drawings are available through e-Builder. END OF NOTICE TO BIDDERS Updated 8/17 1 Instructions to Bidders INSTRUCTIONS TO BIDDERS SECTION 1 -- BIDDING BY INVITATION A. Bidding shall be by written invitation only. Those wanting consideration for such invitation shall apply to: Architecture and Construction Management Services BYU-Idaho 283 University Operations Building 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 the Contractor from: e-Builder B. Subcontractors and suppliers who want to obtain Contract documents (plans and specifications) may do so by contacting the invited Contractor. 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 through e-Builder. Any interpretations or corrections will be made only by written addenda duly issued by the Owner through e- Builder. Requests for clarifications must be submitted to the Architect through e-Builder 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 its 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: Updated 8/17 2 Instructions to Bidders 1. Bids shall be prepared on the BYU-Idaho Form of Proposal. All pages including the 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. 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. All bids will be submitted and received through e-Builder®. No exceptions. 8. It is the Bidder's sole responsibility to see that the bid is received at the proper time. e-Builder will not accept late bids.9. Bidders shall accept proposals from only those subcontractors who are approved by the Owner. It will be assumed that the question of bonding subcontractors, where considered desirable or necessary by the 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 the written approval of the Owner before submitting a bid. All members of a joint venture shall sign the bid and an 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 alternates or substitutes. The Owner shall have the right to accept alternates in any order or combination, and to determine 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. In 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 bid summary is distributed to all Bidders, the Bidders will have 24-hours to review and withdraw their bids. After the 24-hour period, the bids may not be withdrawn and must remain fixed as submitted for 45 days after opening. 14. Contractor shall submit all project documentation and correspondence using the Owner’s Project Management Software, e-Builder®, including, but not limited to; RFI’s, change orders, potential change orders, payment applications, inspection requests, logs, minutes, submittals; or any and all documentation as directed by Owner. 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 Owner 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 and amount of other competing subcontractors for consideration, making sure that he clearly states which one he has used in formulating his proposal. SECTION 8 -- FACTORS AFFECTING AWARD OR REJECTION OF BID A. The Bidder's and subcontractor's past performance, organization, equipment and ability to perform and complete their contract as specified will be vital elements, as well as the amount of their bids, in the award of the Contract. Updated 8/17 3 Instructions to Bidders B. The Owner reserves the right to reject any or all bids, or to waive any irregularities or informalities in bids received. The Owner reserves the right to accept the bid that will, in the Owner's opinion, best serve the interests of the Owner regardless of whether such bid is the lowest. SECTION 9 -- PRIOR APPROVALS AND SUBSTITUTIONS A. Several acceptable brands of equipment, manufactured articles or methods of construction may have been identified in the Contract. It is not intended to close the Contract against other brands, articles, or methods that may warrant 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 before bid opening. The requests for prior approval shall be considered by the Architect if time permits and if properly documented. The Architect is not bound to consider these items despite their apparent validity. 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. I. 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. A copy of the form of the Contract the successful Bidder will be required to execute is 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: Updated 8/17 4 Instructions to Bidders 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 is required within fourteen (14) days of the Owner’s subcontractor review. SECTION 13 -- DISQUALIFICATION If the above requirements are not satisfied, the bid may be disqualified at the discretion of the Owner. END OF INSTRUCTIONS TO BIDDERS Updated 8/17 1 Form of Proposal BYU-Idaho FORM OF PROPOSAL NAME OF PROJECT «Project_Name» PROJECT NUMBER «ProjectCustom_ProjectNumber» NAME OF CONTRACTOR DATE OF PROPOSAL The undersigned, hereinafter referred to as the Bidder, certifies that the following facts and/or circumstances have occurred or exist relating to the proposed work for the «Project_Name» project prepared by «ProcessFields_ArchitectEngineer». l. 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 January 2015. 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. Bidder hereby proposes to furnish all materials, labor, equipment, plant, tools, transportation, services, licenses and permits necessary for the completion of all the work set forth in the contract documents for the sum of: Base Bid ($ ) «ProcessFields_UnitPrices» «ProcessFields_Allowances» Updated 8/17 2 Form of Proposal «ProcessFields_Alternates» AS FURTHER CONDITIONS OF THIS PROPOSAL: l. The Bidder agrees to complete the work on or before «ProcessFields_ConstructionCompletionDate». 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 the Instructions to Bidders, Section 9, Prior Approvals and Substitutions for requirements relative to proposed substitutions. Proposed Manufacturer and Substitute Catalog Numbers $ Add $ Deduct Updated 8/17 3 Form of Proposal TYPE OF BIDDER'S ORGANIZATION: Official Name of Organization Corporation, Co-partnership, Individual, or Other Address Name of Individual Members of Firm Name of President of Corporation Name of Secretary of Corporation Corporation is organized under the laws of the State of Signature ( ) )Seal( Title or Office ( ) Legal Address Updated 8/17 4 Form of Proposal BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL (LIST OF SUBCONTRACTORS) NAME OF PROJECT: «Project_Name» PROJECT NUMBER: «ProjectCustom_ProjectNumber» OWNER'S NAME: BYU-Idaho DI V . SUBCONTRACT CLASSIFICATIONS SUBCONTRACTOR USED AMOUNT SAMPLE LONG FORM CONTRACT (Used for amounts over $25,000) Construction Management Services • 283 University Operations • Rexburg, ID 83460-4660 • 208-496-2650 Project No: «ProjectCustom_ProjectNumber» Account No: «ProjectCustom_AccountNumberMain» THIS CONTRACT, made and executed as of the «ProcessFields_vDay» day of «ProcessFields_vMonth», «ProcessFields_vYear» by and between BRIGHAM YOUNG UNIVERSITY-IDAHO, a non-profit Idaho corporation of Rexburg, Idaho (hereinafter referred to as "Owner"), and «Company_Name» (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 «Project_Name» at BYU-Idaho in Rexburg, Idaho (hereinafter referred to as the "Project"), and to furnish 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 «ProcessFields_TitleofDrawings» were prepared by «ProcessFields_CompanyNamePreparingDrawin» on «ProcessFields_DatesofDrawings» B. The Specifications entitled «ProcessFields_TitleofSpecifications» were prepared by «ProcessFields_CompanyNamePreparingSpecif» on «ProcessFields_DatesofSpecifications» C. Addenda Number(s): «ProcessFields_AddendaNumbers», dated «ProcessFields_AddendumDates» respectively. BYU-IDAHO’S Standard Contract Documents are a part of this Contract, including the Supplementary Conditions. SAMPLE LONG FORM CONTRACT (Used for amounts over $25,000) Construction Management Services • 283 University Operations • Rexburg, ID 83460-4660 • 208-496-2650 ARTICLE II. THE CONTRACT SUM The Owner agrees to pay to the Contractor, in accordance with the terms hereof, the following: Base Bid «ProcessFields_BaseBidGMPPreconstructionA» Alternate #: «ProcessFields_AlternateNumbers» «ProcessFields_AcceptedAlternateTotalAmou» Total «Commitment_ProjectedCommitmentValue» The Contractor agrees to accept a total: «Commitment_ProjectedCommitmentValue» 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 «ProcessFields_MaterialCompletionDate». Time is hereby expressly declared to be of the essence of the contract. ARTICLE IV. THE CONTRACTOR'S REPRESENTATIVE The Contractor's Representative is «ProcessFields_VendorsRepresentative» SAMPLE LONG FORM CONTRACT (Used for amounts over $25,000) Construction Management Services • 283 University Operations • Rexburg, ID 83460-4660 • 208-496-2650 ARTICLE V. THE OWNER'S REPRESENTATIVE The Owner's Representative is «ProcessFields_OwnersRepresentative» IN WITNESS WHEREOF, the Owner has caused this instrument to be signed by its President, attested by its Vice President, 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 «ProcessFields_Pres_SignatureNotNeeded» President – BYU-Idaho Date «ProcessFields_SignatureNotNeeded» University Resources Vice President Date University Operations Managing Director Date CONTRACTOR: «Company_Name» Contractor Signing Authority, «ProcessFields_TitleofVendorSigningAuthor» Date «Company_Address», «Company_Suite», «Company_City», «Company_State» «Company_Zip» Address SAMPLE SHORT FORM CONTRACT (Used for amounts under $25,000) Construction Management Services • 283 University Operations • Rexburg, ID 83460-4660 • 208-496-2650 To: «Company_Name» Contract Date: «ProcessFields_ContractExecutionDate» «Company_Address», «Company_Suite» «Company_City», «Company_State» «Company_Zip» Project No.:«ProjectCustom_ProjectNumber» (Hereinafter called “Contractor”) Brigham Young University-Idaho (hereinafter called “Owner”) engages the contractor to perform and complete the following described work, on the terms and subject to the conditions hereafter set forth (including the Contract documents identified below): IDENTIFICATION OF CONTRACT DOCUMENTS: Furnish all labor and materials to do work as contained in the plans and specifications entitled «ProcessFields_TitleofPlansandSpecificati» dated «ProcessFields_DatesPlansandSpecification», and prepared by «ProcessFields_CompanyNamePreparingPlansa». The Church of Jesus Christ of Latter-day Saints Brigham Young University-Idaho Standard Contract Requirements are a part of this contract. COMPENSATION: Total compensation for the above work shall be «Commitment_ProjectedCommitmentValue» TIME OF COMPLETION: «ProcessFields_MaterialCompletionDate» OWNER’S REPRESENTATIVE IS: «ProcessFields_OwnersRepresentative» CONTRACTOR’S REPRESENTATIVE IS: «ProcessFields_VendorsRepresentative» The Contractor agrees to perform the work covered by this Contract and to comply with and be bound by all of the terms and conditions contained in the Contract Documents. UNIVERSITY OPERATIONS DATE MANAGING DIRECTOR «ProcessFields_SignatureNotNeeded» UNIVERSITY RESOURCES DATE VICE PRESIDENT CONTRACTOR DATE Updated 1/15 – Revision 04 Page 1 General Conditions GENERAL CONDITIONS for a FIXED SUM (U.S.) T A B L E O F C O N T E N T S 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 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 SECTION 1 - GENERAL PROVISIONS 1.1 DEFINITIONS A. Agreement: 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. Change 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) states 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. J. Day: calendar day unless otherwise specifically defined. K. Direct Costs: actual costs for labor, materials, equipment, insurance, bonds, subcontract costs and onsite supervision relating to the Project. They do not include labor costs for project managers or other off-site administration. 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. O. 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. Shop 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. U. Specifications: the documents identified as such in the Agreement. V. Subcontractor: any entity supplying labor, materials, equipment, construction or services for the Work under separate contract with Contractor or any other Subcontractor. Updated 1/15 – Revision 04 Page 2 General Conditions W. Submittals: Shop Drawings, Product Data, Samples and Mock-ups and any other documents or items furnished by Contractor or its Subcontractors to Owner or Architect to demonstrate how any portion of the Work will be accomplished or the type of materials or products that will be used in the Work. 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 date 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. SECTION 2 - OWNER 2.1 OWNER’S DESIGNATED REPRESENTATIVE Owner will designate in writing a representative who will have express authority to bind Owner with respect to all matters requiring Owner’s approval or authorization. 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 Contractor a 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, until 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 takes precedence over all other Contract Documents. 2. The Supplementary Conditions take precedence over the General Conditions. 3. The General Conditions and Supplementary Conditions take precedence over the Drawings and the Specifications. 4. An Addendum or a Modification take precedence over the document(s) modified by the Addendum or Modification. Updated 1/15 – Revision 04 Page 3 General Conditions 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. D. 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. E. It is not Contractor's 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. F. 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 borne 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 materials, and to perform the Work in an expeditious and economical manner consistent with the interests of Owner. C. Contractor will be responsible for: 1. 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, heat, 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 Contractor’s 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 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 require- Updated 1/15 – Revision 04 Page 4 General Conditions ments of the Contract Documents. Work not conforming to these requirements, including substitutions not properly 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, rules, 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 A. Contractor will prepare and submit for Owner's and Architect's information Contractor's construction schedule for the Work in accordance with the requirements of the Contract Documents. B. Contractor will prepare and maintain a Submittal schedule which is coordinated with Contractor's construction schedule and sets forth specified times for Architect to review Submittals. 3.9 DOCUMENTS AND SUBMITTALS AT THE SITE Contractor will keep at the Project site for use by Owner, Architect, or their representatives, a record copy of the Project Manual, the Drawings, all Addenda, and all Modifica- tions. These documents will be maintained in good order and currently marked to record changes and selections 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 will 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 Contractor’s 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 properly. 3.12 ACCESS TO WORK Contractor will permit Owner, Architect their representatives and consultants access to the Work wherever located at any time. 3.13 ROYALTIES AND PATENTS Contractor will pay all royalties and license fees required by the Work or by Contractor's chosen method of performing the Work. Contractor will defend and hold Owner harmless from all suits or claims for infringement of any patent, license or other intellectual property rights or any loss on account thereof. 3.14 INDEMNIFICATION Updated 1/15 – Revision 04 Page 5 General Conditions A. Contractor will indemnify and hold harmless Owner and Owner's 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 Owner's property, Contractor (and/or its bonding company which has issued bonds for the Project) will obtain lien releases and record them in the appropriate county and/or local jurisdiction and provide 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 Contractor's 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 worker's 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. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 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 Contractor's 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 Contractor's 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. F. 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. Architect's 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 Contractor's 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. Updated 1/15 – Revision 04 Page 6 General Conditions J. Architect's decisions in matters relating to artistic effect will be final if consistent with the Contract Documents. 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. Contractor's responsibility for the Work includes the labor and materials of all Subcontractors, including those recommend- ed 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. It is 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 Subcontractor's portion of the Work completed to Contractor's 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 Subcontractor's 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. B. When separate contracts are awarded, "Contractor" in the Contract Documents in each case will mean the contractor who signs each separate contract. 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 Contractor's 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. 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 Updated 1/15 – Revision 04 Page 7 General Conditions allow 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 Subcontractor’s work will not exceed five (5) percent. 3. Contractor's profit and overhead on work performed by its own crews will not exceed ten (10) percent of its Direct Costs. 4. 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. 5. 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 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. B. 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 will 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 wilful 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 Updated 1/15 – Revision 04 Page 8 General Conditions the Contract Time and/or Contract Sum will be reflected in a Change Order pursuant to Section 7.5 or a Construction Change Directive pursuant to Section 7.6. If Owner or Architect denies Contractor's 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 Contractor's signature upon a Change Order is Contractor's 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 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 Contractor's 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 date 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 Updated 1/15 – Revision 04 Page 9 General Conditions A. For each day after the expiration of the Contract Time that Contractor has not achieved Substantial Completion, Contractor will pay Owner the amount set forth in the Supple- mentary Conditions as liquidated damages for Owner's 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 Architect's fees, attorneys’ fees, expert fees, consultant fees, copy costs, and other expenses incurred by Owner as a result of the delay. Owner may deduct any liquidated damages or reimbursable expenses from any money due or to become due to Contractor. If the amount of liquidated damages and reimbursable expenses exceeds any amounts due to Contractor, Contractor will pay the difference to Owner within ten (10) days after receipt of a written request from Owner for payment. 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 Completion, 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, will be used as a basis for reviewing Contractor's 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 date 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. 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 agreement under which an interest therein or an encum- brance thereon is retained by the seller or any other person or entity. 9.3 PAYMENT REQUEST CERTIFICATION A. Architect will, within seven (7) days after receipt of Contractor's payment request, forward to Owner the pay- ment request certified for such amount as Architect determines is properly due. If Architect certifies less than the full amount of the payment request, Architect will notify Contractor and Owner 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 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 Contractor's 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 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; Updated 1/15 – Revision 04 Page 10 General Conditions 5. Damage to Owner or another contractor for which Contractor is responsible; 6. Reasonable evidence that the Work will not be complet- ed within the Contract Time and that the unpaid balance will not be adequate to cover the cost of completing the Work and damages for the anticipated delay; or 7. Contractor's persistent failure to carry out the Work in accordance with the Contract Documents. B. Owner reserves the right to withhold payments to Contractor, subsequent to Architect's certification of any payment request, in order to protect Owner from loss due to any condition described in Section 9.4, Paragraph A, Subparagraphs 1 through 7. Upon satisfactory resolution of any such conditions, payments so withheld will be made. 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 Idaho Code 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. 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. 9.6 FINAL PAYMENT 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. B. Acceptance of final payment by Contractor or any Subcon- tractor 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. SECTION 10 - PROTECTION OF PERSONS AND PROPERTY 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 duty will be the prevention of accidents. This person will be Contractor's 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 waiting 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: Updated 1/15 – Revision 04 Page 11 General Conditions 4) $1,000, 000 Each Occurrence; 5) $50,000 Fire Damage (any one fire); and 6) $5,000 Medical Expense (any one person). b. Endorsements attached thereto including the following or their equivalent: 1) ISO Form CG 25 03 (10/93), Amendment Of Limits of Insurance (Designated Project or Premises), describing the Agreement and specifying limits as shown above. 2) ISO Form CG 20 10 (10/93), Additional Insured -- Owners, Lessees, Or Contractors (Form B), naming Owner and Architect as additional insureds. 4. Automobile Liability Insurance, with: a. A minimum limit of $1,000,000 Combined Single Limit per accident; and b. Coverage applying to "Any Auto." B. Contractor will provide evidence of such insurance to Owner as follows: 1. Deliver to Owner a Certificate of Insurance, on ACORD 25-S (3/93) Form, or equivalent: a. Listing Owner as a Certificate Holder and Additional Insured on general liability and any excess liability policies; b. Attaching the endorsements set forth above. (Note: If forms other than ISO forms are used, copies of the non-ISO forms will be attached to this certificate); c. Identifying the Project by specifying individual project name, on said certificate; d. Containing a cancellation clause of the certificate amended to read: “Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will mail 30 days prior written notice to the certificate holder names to the left”; e. Listing the insurance companies providing coverage (All companies listed must be rated "B+ Class VII" or better in the A.M. Best Company Key Rating Guide-Property-Casualty, current edition); and f. Bearing the name, address and telephone number of the producer and an original signature of the authorized representative of the producer. C. Contractor will maintain, from commencement of the Work, Insurance coverage required in Section 11.1 as follows: 1. Commercial General Liability Insurance through expiration of warranty period specified in Section 12.2, Paragraph B. including completion of any warranty repairs; and 2. All other insurance through Final Payment. D. Owner reserves the right to reject any insurance company, policy, endorsement, or certificate of insurance with or without cause. E. The cost of insurance as required above will be the obligation of Contractor. Contractor will be responsible for payment of all deductible amounts under all insurance. F. Contractor 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 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 the Owner. 2. Contractor will immediately notify its general liability insurance carrier of the loss. 3. 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. 4. 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. 5. 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. 11.2 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND A. Prior to commencement of the Work or within ten (10) days after signing the Agreement, whichever is earlier, Contractor will furnish to Owner a performance bond and a labor and material payment bond each in an amount equal to one hundred percent (100%) of the Contract Sum as security for all obligations arising under the Contract Documents. Such bonds will: 1. Be written on Form AIA Document A312 (1987). 2. Be issued by a surety company or companies licensed in the state in which the Project is located and holding valid certificates of authority under Sections 9304 to 9308, Title 31, of the United States Code as acceptable sureties or reinsurance companies on federal bonds. 3. Have a penal sum obligation not exceeding the authorization shown in the current revision of Circular #670 as issued by the United States Treasury Department, i.e. “Treasury List”. 4. Be accompanied by a certified copy of the power of attorney stating the authority of the attorney-in-fact executing the bonds on behalf of the surety. B. Owner reserves the right to reject any surety company, performance bond, or labor and material payment bond with or without cause. C. The cost of the bonds as required above will be the obligation of Contractor. SECTION 12 - UNCOVERING AND COR- RECTION OF WORK 12.1 UNCOVERING OF WORK Contractor will notify Architect at least twenty-four (24) hours in advance of performing work that would cover up work or otherwise make it difficult to perform inspections required by the Specifications or by applicable governing authorities. Should any such work be covered without proper notification having been given to Architect, Contractor will uncover that work for inspection at its own expense. 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. Updated 1/15 – Revision 04 Page 12 General Conditions 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 with 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 Contractor's liability with respect to Contractor's 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 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 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 (10) days of the Written Notice, Contractor may terminate 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 Should Contractor fail to provide Owner with the bonds and certificates of insurance required by Section 11 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 Contractor’s 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 (10) days, Owner may terminate the Agreement by giving Written Notice to Contractor. In such case, Owner may, in Owner’s 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 warranties in the specifications relative to Work provided through the date of termination survive a termination hereunder. 14.3 TERMINATION BY OWNER FOR CONVENIENCE 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 Updated 1/15 – Revision 04 Page 13 General Conditions 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 State of Utah. The Contract Documents will be deemed to have been made, executed, and delivered in Salt Lake City, Utah. To the maximum extent permitted by law, (i) the Contract Documents and all matters related to their creation and performance will be governed by and enforced in accordance with the laws of the State of Utah, excluding conflicts of law rules; and (ii) all disputes arising from or related to the Contract Documents will be decided only in a state or federal court located in Salt Lake City, Utah and not in any other court or state. Toward that end, the parties hereby consent to the jurisdiction of the state and federal courts located in Salt Lake City, Utah and waive any other venue to which they might be entitled by virtue of domicile, habitual residence, place of business, or otherwise. 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 the Contract Documents, nor will such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 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 Updated 1/15 – Revision 03 Page 14 Supplementary Conditions S U P P L E M E N T A R Y C O N D I T I O N S 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: 1. The amount of liquidated damages to be paid to the Contractor for delays under General Conditions Section 7.3, Paragraph B is «ProcessFields_LiquidatedDamagesPaid» 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 «ProcessFields_LiquidatedDamagesDeductedS» 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 «ProcessFields_LiquidatedDamagesDeductedP» 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 «ProcessFields_ConstructionStartDate» 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 «ProcessFields_ConstructionCompletionDate». D. Time is hereby expressly declared to be of the essence of the Contract. 2.2 INFORMATION AND SERVICES REQUIRED OF OWNER D. Contractor shall submit all project documentation and correspondence using the owners Project Management Software. Including, but not limited to; RFI’s, payment applications, inspection requests, logs, minutes, submittals; or any and all documentation as directed by owner. THE FOLLOWING ADDS TO SECTION 3.7 OF THE GENERAL CONDITIONS: 3.7 – CONTRACTOR’S ON-SITE REPRESENTATIVE Updated 1/15 – Revision 03 Page 15 Supplementary Conditions B. The Superintendent shall be present full-time at the Project site during the progress of the work. 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 Updated 1/15 – Revision 03 Page 16 Supplementary Conditions must be itemized with unit prices for each specific item to be purchased. "Lot pricing" quotations will not be considered sufficient substantiating detail. 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. 7. 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 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. 8. No Markup on Bonds and Liability Insurance Costs: Change Order cost adjustments due to 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, Updated 1/15 – Revision 03 Page 17 Supplementary Conditions data processing or other administrative expenses; shop drawings; permits; auto insurance and umbrella insurance; pick-up truck costs; and warranty expense 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 OF 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. Updated 1/15 – Revision 03 Page 18 Supplementary Conditions 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 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. Updated 1/15 – Revision 03 Page 19 Supplementary Conditions 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 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 ADDS TO SECTION 11.2 OF THE GENERAL CONDITIONS: 11.2.A PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 5. BYU-Idaho does not require Labor, Material Payment and/or Performance Bonds on Bid Proposals under $40,000. THE FOLLOWING REPLACES SECTION 15.1 OF THE GENERAL CONDITIONS: 15.1 GOVERNING LAW A. 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 Idaho, 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 Pocatello, Idaho 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 Pocatello, Idaho and waive any other venue to which they might be entitled by virtue of domicile, habitual residence, place of business, or otherwise. END OF DOCUMENT BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 SUMMARY 01 1000 - 1 SECTION 01 1000 SUMMARY PART 1 GENERAL 1.01 PROJECT A.Project Name: 1709.2 BYU-I Univ. Village Stair Enclosures B.Owner's Name: Brigham Young University - Idaho. C.Architect's Name: JHS Architects, P.A.. D.The Project consists of the stair enclosures of existing apartment access stair towers. 1.02 CONTRACT DESCRIPTION A.Contract Type: A single prime contract based on a Stipulated Price as described in the Contract. 1.03 DESCRIPTION OF ALTERATIONS WORK A.Scope of demolition and removal work is indicated on drawings and specified in Section 02 4100. 1.04 OWNER OCCUPANCY A.Owner intends to continue to occupy adjacent portions of the existing buildings during the entire construction period. B.Owner intends to occupy each building as the stair replacement work is completed at that building. C.Cooperate and coordinate with Owner to minimize conflict and to facilitate Owner's operations. D.Schedule the Work to accommodate Owner occupancy. Work closely with Owner's Representative in order to assure that the University Village residents are inconvenienced as little as possible. 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 except where the occupants have been evacuated; provide temporary exit signs if exit routes are temporarily altered. Exits from apartments that are unoccupied during the construction period may be blocked during the stair renovation work. 2.Do not obstruct roadways, sidewalks, or other public ways without permit and notification of the Owner's Representative. C.Time Restrictions: 1.Limit conduct of especially noisy exterior work to the hours of 7:00 am to 7:00 pm. 1.06 WORK SEQUENCE A.Construct Work in stages during the construction period: 1.Group 1: Bldgs: 9, 10, 11, 12, 13, 14, 15 & 16. Group 1 work to be completed in 2018. 2.Group 2: Bldgs: 1, 2, 3, 4, 5, 6, 7, & 8. Group 2 work to be completed in 2019. B.Coordinate construction schedule and operations with Owner. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 PRICE AND PAYMENT PROCEDURES 01 2000 - 1 SECTION 01 2000 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A.Procedures for preparation and submittal of applications for progress payments. B.Documentation of changes in Contract Sum and Contract Time. C.Change procedures. 1.02 SCHEDULE OF VALUES A.Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval. B.Forms filled out by hand will not be accepted. C.Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. D.Revise schedule to list approved Change Orders, with each Application For Payment. 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.Execute certification by signature of authorized officer. E.Applications for payment shall be submitted and processed in the Owner's internet based project management system, e-Builder. 1.04 MODIFICATION PROCEDURES A.Refer to Section 7 of the General Conditions and Supplementary Conditions for modification procedures. B.Requests for changes to contract amount and time shall reflect such changes in detail. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 ADMINISTRATIVE REQUIREMENTS 01 3000 - 1 SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A.General administrative requirements. B.Preconstruction meeting. C.Progress meetings. D.Construction progress schedule. E.Submittals for review, information, and project closeout. F.Number of copies of submittals. G.Requests for Interpretation (RFI) procedures. H.Submittal procedures. 1.02 RELATED REQUIREMENTS A.General Conditions. B.Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements. 1.03 GENERAL ADMINISTRATIVE REQUIREMENTS A.Conform to requirements of Section 01 7000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities. B.Make the following types of submittals through the Owner's online project management program, e-Builder, to Architect: 1.Requests for Interpretation (RFI). 2.Requests for substitution. 3.Shop drawings, product data, and samples. 4.Applications for payment and change order requests. 5.Progress schedules. 6.Correction Punch List and Final Correction Punch List for Substantial Completion. 7.Closeout submittals. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A.Schedule meeting after Notice of Award. B.Attendance Required: 1.Owner. 2.Architect. 3.Contractor. C.Agenda: 1.Execution of Owner-Contractor Agreement. 2.Submission of executed bonds and insurance certificates. 3.Distribution of Contract Documents. 4.Submission of list of subcontractors, schedule of values, and progress schedule. 5.Designation of personnel representing the parties to Contract, Contractor, Owner and Architect. 6.Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7.Scheduling. D.Architect will record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 ADMINISTRATIVE REQUIREMENTS 01 3000 - 2 3.02 PROGRESS MEETINGS A.Architect will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. B.Attendance Required: 1.Contractor. 2.Owner. 3.Architect. 4.Contractor's superintendent. 5.Major subcontractors. C.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. D.Architect will record minutes and issue them through e-Builder within two days after meeting to participants, with notifications to Architect, Owner, participants, and those affected by decisions made. 3.03 CONSTRUCTION PROGRESS SCHEDULE A.If preliminary schedule requires revision after review, submit revised schedule within 10 days. B.Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1.Include written certification that major contractors have reviewed and accepted proposed schedule. C.Within 10 days after joint review, submit complete schedule. D.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. 4.Samples for verification. B.Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C.Samples will be reviewed for aesthetic, color, or finish selection. D.After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals. 3.05 SUBMITTALS FOR PROJECT CLOSEOUT A.Submit Correction Punch List for Substantial Completion. B.Submit Final Correction Punch List for Substantial Completion. C.When the following are specified in individual sections, submit them at project closeout in conformance to requirements of Section 01 7800 - Closeout Submittals: BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 ADMINISTRATIVE REQUIREMENTS 01 3000 - 3 1.Project record documents. 2.Operation and maintenance data. 3.Warranties. 4.Bonds. 5.Other types as indicated. 3.06 NUMBER OF COPIES OF SUBMITTALS A.Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected. B.Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1.After review, produce duplicates. 2.Retained samples will not be returned to Contractor unless specifically so stated. 3.07 SUBMITTAL REVIEW A.Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action. B.Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken. C.Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals. D.Architect's actions on items submitted for review: 1.Authorizing purchasing, fabrication, delivery, and installation: a."Approved", or language with same legal meaning. b."Approved as Noted, Resubmission not required", or language with same legal meaning. 1)At Contractor's option, submit corrected item, with review notations acknowledged and incorporated. c."Approved as Noted, Resubmit for Record", or language with same legal meaning. 2.Not Authorizing fabrication, delivery, and installation: a."Revise and Resubmit". 1)Resubmit revised item, with review notations acknowledged and incorporated. b."Rejected". 1)Submit item complying with requirements of Contract Documents. E.Architect's actions on items submitted for information: 1.Items for which no action was taken: a."Received" - to notify the Contractor that the submittal has been received for record only. 2.Items for which action was taken: a."Reviewed" - no further action is required from Contractor. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 QUALITY REQUIREMENTS 01 4000 - 1 SECTION 01 4000 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A.References and standards. B.Control of installation. C.Tolerances. D.Defect Assessment. 1.02 REFERENCES AND STANDARDS A.For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B.Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C.Obtain copies of standards where required by product specification sections. D.Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. E.Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A.Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B.Comply with manufacturers' instructions, including each step in sequence. C.Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D.Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E.Have Work performed by persons qualified to produce required and specified quality. F.Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G.Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 TOLERANCES A.Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B.Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C.Adjust products to appropriate dimensions; position before securing products in place. 3.03 DEFECT ASSESSMENT A.Replace Work or portions of the Work not conforming to specified requirements. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 QUALITY REQUIREMENTS 01 4000 - 2 B.If, in the opinion of Owner, it is not practical to remove and replace the Work, Owner will direct an appropriate remedy or adjust payment. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 TEMPORARY FACILITIES AND CONTROLS 01 5000 - 1 SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A.Temporary utilities. B.Temporary telecommunications services. C.Temporary sanitary facilities. D.Temporary Controls: Barriers, enclosures, and fencing. E.Security requirements. F.Vehicular access and parking. G.Waste removal facilities and services. 1.02 TEMPORARY UTILITIES A.Owner will provide the following: 1.Electrical power , consisting of connection to existing facilities. 2.Water supply, consisting of connection to existing facilities. B.Use trigger-operated nozzles for water hoses, to avoid waste of water. 1.03 TELECOMMUNICATIONS SERVICES A.Provide, maintain, and pay for telecommunications services to project location at time of project mobilization. B.Provide cellular mobile telephone for contractor's Superintendent. 1.04 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. 1.05 BARRIERS A.Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B.Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.06 SECURITY A.Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. 1.07 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.Existing parking areas located at University Village may be used for construction parking. Coordinate with BYU-I Housing Office. 1.08 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. C.If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 TEMPORARY FACILITIES AND CONTROLS 01 5000 - 2 PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 PRODUCT REQUIREMENTS 01 6000 - 1 SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A.General product requirements. B.Transportation, handling, storage and protection. C.Product option requirements. D.Substitution limitations. 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. PART 3 EXECUTION 3.01 TRANSPORTATION AND HANDLING A.If special precautions are required, attach instructions prominently and legibly on outside of packaging. B.Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. C.Transport and handle products in accordance with manufacturer's instructions. D.Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. E.Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. 3.02 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. F.Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants. G.Comply with manufacturer's warranty conditions, if any. H.Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. I.Prevent contact with material that may cause corrosion, discoloration, or staining. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 PRODUCT REQUIREMENTS 01 6000 - 2 J.Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. K.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 BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 1 SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A.Examination, preparation, and general installation procedures. B.Requirements for alterations work, including selective demolition. C.Cutting and patching. D.Cleaning and protection. E.Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.02 RELATED REQUIREMENTS A.Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B.Section 01 5000 - Temporary Facilities and Controls: Temporary interior partitions. 1.03 REFERENCE STANDARDS A.NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.04 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.Coordinate completion and clean-up of work of separate sections. C.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. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A.New Materials: As specified in product sections; match existing products and work for patching and extending work. B.Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. 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. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 2 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 consistent texture on surfaces, with seamless transitions, unless otherwise indicated. C.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 indicated. 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.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. 3.Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C.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. D.Adapt existing work to fit new work: Make as neat and smooth transition as possible. E.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. F.Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. G.Do not begin new construction in alterations areas before demolition is complete. H.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.Match work that has been cut to adjacent work. 4.Repair areas adjacent to cuts to required condition. 5.Repair new work damaged by subsequent work. 6.Remove and replace defective and non-conforming work. 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. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 3 E.Restore work with new products in accordance with requirements of Contract Documents. F.Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G.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.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.Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E.Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.08 FINAL CLEANING A.Use cleaning materials that are nonhazardous. B.Clean site; sweep paved areas, rake clean landscaped surfaces. C.Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.09 CLOSEOUT PROCEDURES A.Make submittals that are required by governing or other authorities. B.Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C.Notify Architect when work is considered ready for Architect's Substantial Completion inspection. D.Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection. E.Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect. F.Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner-occupied areas. G.Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 4 H.Complete items of work determined by Architect listed in executed Certificate of Substantial Completion. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 CAST-IN-PLACE CONCRETE 03 3000 - 1 SECTION 03 3000 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A.Concrete formwork. B.Concrete foundation walls. C.Concrete reinforcement. D.Concrete curing. 1.02 REFERENCE STANDARDS A.ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010 (Reapproved 2015). B.ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000 (Reapproved 2009). C.ACI 305R - Guide to Hot Weather Concreting; 2010. D.ACI 306R - Cold Weather Concreting; 2010. E.ACI 347R - Guide to Formwork for Concrete; 2014. F.ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2016. G.ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2017. H.ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2016a. I.ASTM C150/C150M - Standard Specification for Portland Cement; 2017. J.ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a (Reapproved 2016). 1.03 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. C.Mix Design: Submit proposed concrete mix design. 1.Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures. 1.04 QUALITY ASSURANCE A.Perform work of this section in accordance with ACI 301 and ACI 318. PART 2 PRODUCTS 2.01 FORMWORK A.Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances. 1.Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide smooth, stain-free final appearance. 2.Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings. 2.02 REINFORCEMENT A.Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi). 1.Type: Deformed billet-steel bars. 2.Finish: Unfinished. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 CAST-IN-PLACE CONCRETE 03 3000 - 2 B.Reinforcement Accessories: 1.Tie Wire: Annealed, minimum 16 gage, 0.0508 inch. 2.Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.03 CONCRETE MATERIALS A.Cement: ASTM C150/C150M, Type I - Normal Portland type. B.Fine and Coarse Aggregates: ASTM C 33. C.Fly Ash: ASTM C618, Class C or F. D.Calcined Pozzolan: ASTM C618, Class N. E.Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1. F.Water: Clean and not detrimental to concrete. 2.04 ADMIXTURES A.Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer. B.Air Entrainment Admixture: ASTM C260/C260M. 2.05 CONCRETE MIX DESIGN A.Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended or required by manufacturer. B.Normal Weight Concrete: 1.Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 3000 psi at stem walls. 2.Fly Ash Content: Maximum 15 percent of cementitious materials by weight. 3.Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight. 4.Cement Content: Minimum 564 lb per cubic yard. 5.Water-Cement Ratio: Maximum 40 percent by weight. 6.Total Air Content: 4 percent, determined in accordance with ASTM C173/C173M. 7.Maximum Slump: 4 inches. 8.Maximum Aggregate Size: 3/4 inch. 2.06 MIXING A.Transit Mixers: Comply with ASTM C94/C94M. PART 3 EXECUTION 3.01 EXAMINATION A.Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 PREPARATION A.Verify that forms are clean and free of rust before applying release agent. B.Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. C.Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions. 3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS A.Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection. 3.04 PLACING CONCRETE A.Place concrete in accordance with ACI 304R. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 CAST-IN-PLACE CONCRETE 03 3000 - 3 3.05 CONCRETE FINISHING A.Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height. 3.06 CURING AND PROTECTION A.Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B.Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 3.07 DEFECTIVE CONCRETE A.Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B.Repair or replacement of defective concrete will be determined by the Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 ROUGH CARPENTRY 06 1000 - 1 SECTION 06 1000 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A.Non-structural dimension lumber framing. B.Rough opening framing for doors, windows, and roof openings. C.Sheathing. D.Preservative treated wood materials. E.Concealed wood blocking, nailers, and supports. 1.02 REFERENCE STANDARDS A.ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2016a. B.AWPA U1 - Use Category System: User Specification for Treated Wood; 2017. C.PS 20 - American Softwood Lumber Standard; 2015. 1.03 WARRANTY A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements. 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.alsc.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-dry or 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.Wall Sheathing: Oriented strand board wood structural panel; PS 2. 1.Grade: Structural 1 Sheathing. 2.Bond Classification: Exposure 1. 3.Performance Category: 5/8 PERF CAT. 4.Span Rating: 40/20. 5.Edges: Square. 6.Exposure Time: Sheathing will not delaminate or require sanding due to moisture absorption from exposure to weather for up to 300 days. 7.Provide fastening guide on top panel surface with separate markings indicating fastener spacing for 16 inches and 24 inches on center, respectively. 8.Warranty: Manufacturer's standard lifetime limited warranty against manufacturing defects and that panels will not delaminate or require sanding due to moisture absorption damage from exposure to weather for up to the stated period. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 ROUGH CARPENTRY 06 1000 - 2 2.04 ACCESSORIES A.Fasteners and Anchors: 1.Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. B.Sill Flashing: As specified in Section --------------- RANDY 2.05 FACTORY WOOD TREATMENT A.Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1.Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B.Preservative Treatment: 1.Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative. a.Kiln dry lumber after treatment to maximum moisture content of 19 percent. b.Treat lumber in contact with masonry or concrete. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A.Select material sizes to minimize waste. 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. B.In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking. C.In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing. D.In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. E.Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated. 3.03 INSTALLATION OF CONSTRUCTION PANELS A.Wall Sheathing: Secure with long dimension parallel to wall studs, with ends over firm bearing and staggered, using screws. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 FIBERGLASS REINFORCED PANELING 06 8316 - 1 SECTION 06 8316 FIBERGLASS REINFORCED PANELING PART 1 GENERAL 1.01 SECTION INCLUDES A.Fiberglass reinforced plastic panels. B.Trim. 1.02 REFERENCE STANDARDS A.ASTM D5319 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels; 2017. B.ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2016. 1.03 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions. C.Samples: Submit two samples 4 x 4 inch in size illustrating material and surface design of panels. 1.04 DELIVERY, STORAGE, AND HANDLING A.Store panels flat, indoors, on a clean, dry surface. Remove packaging and allow panels to acclimate to room temperature for 48 hours prior to installation. PART 2 PRODUCTS 2.01 MANUFACTURERS A.Fiberglass Reinforced Plastic Panels: 1.Crane Composites, Inc: www.cranecomposites.com. 2.Marlite: www.marlite.com. 3.Nudo: www.nudo.com. 4.Substitutions: See Section 01 6000 - Product Requirements. 2.02 PANEL SYSTEMS A.Wall Panels: 1.Panel Size: 4 by 8 feet. 2.Panel Thickness: 0.10 inch. 3.Surface Design: Embossed. 4.Color: As selected by Architect. 5.Attachment Method: Adhesive only, with trim and sealant in joints. 2.03 MATERIALS A.Panels: Fiberglass reinforced plastic (FRP), complying with ASTM D5319. 1.Surface Burning Characteristics: Maximum flame spread index of 25 and smoke developed index of 450; when system tested in accordance with ASTM E84. B.Trim: Vinyl; color coordinating with panel. C.Adhesive: Type recommended by panel manufacturer. D.Sealant: Type recommended by panel manufacturer; white. PART 3 EXECUTION 3.01 EXAMINATION A.Verify existing conditions and substrate flatness before starting work. B.Verify that substrate conditions are ready to receive the work of this section. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 FIBERGLASS REINFORCED PANELING 06 8316 - 2 3.02 INSTALLATION - WALLS A.Install panels in accordance with manufacturer's instructions. B.Cut and drill panels with carbide tipped saw blades, drill bits, or snips. C.Apply adhesive to the back side of the panel using trowel as recommended by adhesive manufacturer. D.Apply panels to wall with seams plumb and pattern aligned with adjoining panels. E.Install panels with manufacturer's recommended gap for panel field and corner joints. F.Place trim on panel before fastening edges, as required. G.Fill channels in trim with sealant before attaching to panel. H.Install trim with adhesive and screws or nails, as required. I.Seal gaps at floor, ceiling, and between panels with applicable sealant to prevent moisture intrusion. J.Remove excess sealant after paneling is installed and prior to curing. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 STUCCO AND EIFS 07 2450 - 1 SECTION 07 2450 STUCCO AND EIFS PART 1 GENERAL 1.01 SECTION INCLUDES A.Direct-Applied Polymeric Exterior Finish System. B.Repairs to existing stucco surfaces. C.Repairs to existing Exterior Insulation and Finish System (EIFS) areas and features. 1.02 RELATED REQUIREMENTS A.Section 07 6200 - Sheet Metal Flashing and Trim: Protective flashings applied after repairs. B.Section 07 9200 - Joint Sealants: Miscellaneous sealing of exterior joints and sealing of flashing edges to stucco surfaces. 1.03 REFERENCE STANDARDS A.ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2017a. B.ASTM D968 - Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive; 2017. C.ASTM D2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity; 2015. D.ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 2016. E.ASTM E2273 - Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies; 2003 (reapproved 2011). 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide data on system materials, product characteristics, performance criteria, and system limitations. C.Selection Samples: Submit manufacturer's standard range of samples illustrating available coating colors and textures. D.Verification Samples: Submit actual samples of selected coating on specified substrate, minimum 12 inches square, illustrating project colors and textures. E.Manufacturer's Installation Instructions: Indicate preparation required and installation techniques. 1.05 QUALITY ASSURANCE A.Maintain copy of specified installation standard and manufacturer's installation instructions at project site during installation. B.Installer Qualifications: Company specializing in the type of work specified and with at least five years of documented experience in the same geographical area where project is located. C.Field Quality Control: At fequent intervals during construction, the job site will be visited by the Owner's Representative to confirm that the exterior finish system is being installed per this specification. 1.06 MOCK-UP A.Mock-up may remain as part of the Work. B.Prepare mock-up of typical stucco repair area. Select a typical area that needs to be repaired with Owner's Representative and Architect and use this area for the mock-up. Mock-up area will illustrate preparation, stain removal finish color and texture. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 STUCCO AND EIFS 07 2450 - 2 1.07 DELIVERY, STORAGE, AND HANDLING A.Delivery: Deliver materials to project site in manufacturer's original, unopened containers with labels intact. Inspect materials and notify manufacturer of any discrepancies. B.Storage: Store materials as directed by manufacturer's written instructions. 1.Protect adhesives and finish materials from freezing, temperatures below 40 degrees F and temperatures in excess of 90 degrees F. 2.Protect Portland cement based materials from moisture and humidity. Store under cover off the ground in a dry location. 1.08 FIELD CONDITIONS A.Do not prepare materials or apply stucco finishes under conditions other than those described in the manufacturer's written instructions. B.Do not prepare materials or apply stucco finishes during inclement weather unless areas of installation are protected. Protect installed stucco finish areas from inclement weather until dry. PART 2 PRODUCTS 2.01 MATERIALS AND PRODUCTS A.Cement Board: Durock Exterior Cement Board or approved equal; 5/8"x48"x8'. B.Joint/Corner Reinforcement: Durock Exterior Tape or approved equal; 4" wide, polymer-coated open mesh. C.Insulation Board: Molded expanded polystyrene (EPS) board insulation, ASTM C578, Type XI, with the following characteristics: 1.Board Thickness: As required to achieve the shape needed to meet the details provided. 2.Thermal Resistance (R factor per 1 inch (25.4 mm)) at 75 degrees F: 3.60. D.General Purpose Cleaner: 1.Non-acidic general purpose cleaner. a.Enviro Klean EIFS Clean 'N Prep by Prosoco, Lawrence, KS b.2600 EIFScrub by Shore Corp., Pittsburgh, PA c.Building Wash 3 by ABR Products, Inc., Franklin, WI d.CitraShield BioCide by The Clean-Up Group, Naples, FL E.Rust Stain Remover: 1.General Stain Remover and Cleaner. a.Whink Rust Stain Remover by Whink Products, Eldora, IA (800)247-5102 F.Exterior Base Coat: 1.Water-Resistant Base Coat and Adhesive. a.Dryflex DS430 Acrylic Co-Polymer Base Coat and Adhesive by Dryvit Systems, West Warwick, RI b.USG Exterior Basecoat-Fiber-Reinforced, Portland cement-based ready-to-mix basecoat, containing dry latex polymers and polymeric fibers. G.Architectural Coating: 1.Exterior/Interior Acrylic PMR Architectural Coating. a.Demandit Sanded DS400 by Dryvit Systems, West Warwick, RI b.USG Exterior Textured Finish, ready-mixed, aggregate polymer based, colored coating. H.Weather Resistive Barrier: 1.No. 15 asphalt saturated rag felt. 2.60 minute Grade D building paper water and air infiltration barrier. 3.Stuccowrap by Tyvek. 2.02 ACCESSORY MATERIALS A.Metal Flashings: As specified in Section 07 6200. B.Screws: Steel screws sized per manufacturer's recommendations, for use in wood framing. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 STUCCO AND EIFS 07 2450 - 3 C.Trim Components: System manufacturer's standard metal shapes, tracks, beads and other components as required to complete the system installation. D.Water: Potable E.Sealant: Provide only high-performance low-modulus silicone, polyurethane, and polysulfide sealants meeting the requirements of ASTM C 920. PART 3 EXECUTION 3.01 GENERAL A.Clean surfaces, remove rust stains and refinish existing stucco surfaces in accordance with Dryvit Systems, Incorporated recommendations and instructions. B.Install all products in accordance with manufacturer's instructions. 3.02 EXAMINATION A.Verify that substrate is sound and free of oil, dirt, other surface contaminants, efflorescence, loose materials, or protrusions that could interfere with EIFS installation and is of a type and construction that is acceptable to EIFS manufacturer. Do not begin work until substrate and adjacent materials are complete and thoroughly dry. B.Verify that wall framing is complete, plumb and ready to receive the exterior finish system. C.Verify that substrate surface is flat, with no deviation greater than 1/4 in when tested with a 10 ft straightedge. 3.03 PREPARATION & CLEANING A.Preparation: 1.Protect people, vehicles, property and all surfaces not intended for cleaning from splash, residue, fumes, rinse and wind drift. 2.Read the cleaning solution manufacturer's instructions and mix the cleaning solution in accordance with those instructions. B.Cleaning for Stain Removal: 1.Clean surfaces in accordance with the cleaning chemical manufacturer's recommendations. 2.Cleaning shall take place when the surface to be cleaned and the air temperature is above 50 degrees F. (10 degrees C) 3.Wet the area to be cleaned thoroughly prior to the application of the cleaning solution. The wall surface to be cleaned must be wet when the cleaning solution is applied. Ensure that acidic cleaner is properly diluted per manufacturer's instructions to prevent damage to existing surfaces. 4.Areas below the area being cleaned should also be saturated with water in order to prevent absorption of run-off from above, which can cause "clean streaking". 5.Apply cleaning solution using a low-pressure sprayer, 30 to 50 psi, or through a pressurized water cleaning unit. Do not use the pressure of the water spray to provide the cleaning action. The chemicals in the cleaning solution are to provide the cleaning action. Do not apply cleaning solutions with a high pressure sprayer. 6.Wear protective goggles, rubber gloves and NIOSH-approved dust mist respirators as needed to avoid breathing cleaning solution mists. 7.Scrub lightly with a soft bristle brush as necessary. Refer to manufacturer's recommendations. 8.Rinse the cleaning solution from wall areas with large amounts of clean, pressurized water from top to bottom before the cleaning solution can dry. Rinse water may be sprayed at higher pressures, but not more that 600 psi. 3.04 INSTALLATION - WATER-RESISTIVE BARRIER A.Seal substrate transitions and intersections with other materials to form continuous water-resistive barrier on exterior of sheathing, using method recommended by manufacturer. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 STUCCO AND EIFS 07 2450 - 4 B.At door and window rough openings and other wall penetrations, seal water-resistive barrier and flexible flashings to rough opening before installation of metal flashings, sills, or frames, using method recommended by manufacturer. C.Lap flexible flashing or flashing tape at least 2 inches on each side of joint or transition. 3.05 CEMENT BOARD PANEL INSTALLATION A.Panels shall be cut to size with a carbide tipped knife and a staight edge. Panels may be cut with a power saw if dust mask and safety glasses are worn. B.Precut the panels into L-shaped pieces to fit around door and window openings. Ensure that a minimum 8" width of cement board panel is maintained above and below window and door openings. Panel joints shall not align with corners of windows, doors or other penetrations. C.Fasten panels along the framing members at a maximum of 8" o.c. for walls. D.Follow manufacturer's instructions for panel installation. 3.06 COATING INSTALLATION A.Preparation: 1.Surfaces shall be clean, dry, above 45 degrees F and free of efflorescence, grease, oil, form release agents and curing compounds. B.Mixing: 1.Thoroughly mix with a power mixer approved by the coating manufacturer. C.Application: 1.Sanded coating may be applied by brush, roller or spray equipment. Apply in accordance with manufacturer's instructions. 2.Apply with a continuous coat, maintaining a "wet edge" as the applications proceeds to a natural break. Keep roller cover fully loaded as the application proceeds. 3.Do not stretch out the application by rolling with a dry roller. The last leveling roller strokes should always be in the same direction. 4.Apply two coats of coating to achieve a uniform appearance. 5.Install all components in accordance with manufacturer's instructions. 6.Do not install base coat or finish coat when the air temperature or surface of cement board panels is below 40 degrees F. 3.07 CRACK REPAIR A.Remove damaged area as needed to remove loose or cracked material to a solid base. Remove damaged material down to plywood sheathing if necessary. B.Apply base coat/adhesive mixture at least 1/8 inch thick on the approved substrate. Patch the damaged area in accordance with manufacturer's instructions. Match the texture of the surrounding surfaces. C.Coat the entire wall from corner to corner with the architectural coating per paragraph 3.04 above. 3.08 INSTALLATION - INSULATION A.Install in accordance with manufacturer's instructions. B.Place boards in a method to maximize tight joints. Stagger vertical joints and interlock at corners. Butt edges and ends tight to adjacent board and to protrusions. Achieve a continuous flush insulation surface, with no gaps in excess of 1/16 inch. C.Fill gaps greater than 1/16 inch with strips or shims cut from the same insulation material. D.Rasp irregularities off surface of installed insulation board. E.Mechanical Fastening: Space fasteners as recommended by EIFS manufacturer. F.Adhesive Attachment: Use method recommended by EIFS manufacturer. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 STUCCO AND EIFS 07 2450 - 5 3.09 INSTALLATION - SYSTEM TERMINATION SHAPES A.Trim accessories shall be fastened to the framing members with nails or screws spaced a maxiimum fo 16" o.c. Additional attachment shall be provided with 3/8" leg by 1/2" crown stainless steel staples, driven into the sheathing panels or framing spaced as necessary to hold flanges tight to the surface. 3.10 INSTALLATION OF SEALANTS A.Provide sealant joints where specified and shown. Allow exterior finish system coatings to cure for minimum 72 hours prior to sealant installation. B.Examine joint sizes and conditions to establish correct depth to width relationship for installation of backup material (if required) and sealant. C.Clean bonding joint surfaces of harmful substances including dust, rust, oil, grease and other substances which may impair bonding quality. D.Ensure joint surfaces are dry and frost free. E.Apply sealant in strict accordance with sealant manufacturer's latest printed instructions. 1.Apply sealants in continuous beads using gun with proper nozzle size. 2.Use sufficient pressure to completely fill voids and joints. 3.Form surface of sealant with a smooth bead, free from wrinkles and air pockets. 4.Tool exposed surfaces to give slightly concave shape. Remove excess compound. 3.11 CLEANING A.Clean stucco surfaces and work areas of foreign materials resulting from EIFS operations. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 SHEET METAL FLASHING AND TRIM 07 6200 - 1 SECTION 07 6200 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.01 SECTION INCLUDES A.Fabricated sheet metal items, including flashings and counterflashings. B.Sealants for joints within sheet metal fabrications. 1.02 RELATED REQUIREMENTS A.Section 07 2450 - Stucco and EIFS: Exterior finish system coating with control joints. 1.03 REFERENCE STANDARDS A.AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix); 2017a. B.ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015, with Editorial Revision (2016). C.ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014a. D.SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012. 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details. 1.05 QUALITY ASSURANCE A.Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and details shown on the Construction Documents, except as otherwise indicated. B.Fabricator and Installer Qualifications: Company specializing in sheet metal work with five years of documented experience. PART 2 PRODUCTS 2.01 SHEET MATERIALS A.Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24 gage, (0.0239) inch thick base metal, shop pre-coated with PVDF coating. 1.PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA 2605; multiple coat, thermally cured fluoropolymer finish system. 2. Color: As selected by Architect from manufacturer's standard colors. 2.02 FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Form pieces in longest possible lengths. C. Hem exposed edges on underside 1/2 inch; miter and seam corners. D. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. 2.03 ACCESSORIES A. Fasteners: Galvanized steel, with soft neoprene washers. Provide fasteners with painted heads to match the flashing color. B. Primer: Zinc chromate type. C. Concealed Sealants: Non-curing butyl sealant. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 SHEET METAL FLASHING AND TRIM 07 6200 - 2 D. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material. 1. Products: a. Sika Corporation; Sikaflex-15LM High Performance, low-modulus elastomeric sealant. usa.sika.com. b. Substitutions: See Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that the areas to receive flashings have been cleaned, completed and are ready to receive flashings. 3.02 INSTALLATION A. Secure flashings in place using exposed fasteners. B. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles. C. Seal metal joints watertight. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 JOINT SEALANTS 07 9200 - 1 SECTION 07 9200 JOINT SEALANTS PART 1 GENERAL 1.01 SECTION INCLUDES A.Nonsag gunnable joint sealants. B.Joint backings and accessories. 1.02 REFERENCE STANDARDS A.ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014a. B.ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016. C.ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008 (Reapproved 2012). 1.03 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following. 1.Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. 2.List of backing materials approved for use with the specific product. 3.Substrates that product is known to satisfactorily adhere to and with which it is compatible. 4.Substrates the product should not be used on. PART 2 PRODUCTS 2.01 MANUFACTURERS A.Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping. 1.BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com. 2.Bostik Inc: www.bostik-us.com. 3.Dow Corning Corporation: www.dowcorning.com/construction/#sle. 4.Hilti, Inc: www.us.hilti.com/#sle. 5.Sika Corporation: www.usa-sika.com/#sle. 6.W.R. Meadows, Inc: www.wrmeadows.com. 7.Substitutions: See Section 01 6000 - Product Requirements. 2.02 JOINT SEALANT APPLICATIONS A.Scope: 1.Exterior Joints: Seal open joints, whether or not the joint is indicated on the drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items. a.Wall expansion and control joints. b.Joints between door, window, and other frames and adjacent construction. c.Joints between different exposed materials. d.Other joints indicated below. 2.Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items. a.Joints between door, window, and other frames and adjacent construction. b.Other joints indicated below. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 JOINT SEALANTS 07 9200 - 2 3.Do not seal the following types of joints. a.Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device. b.Joints where sealant is specified to be provided by manufacturer of product to be sealed. c.Joints where installation of sealant is specified in another section. B.Exterior Joints: Use non-sag polyurethane sealant, unless otherwise indicated. C.Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated. 1.Wall, Ceiling, and Floor Joints Where Tamper-Resistance is Required: Non-sag tamper-resistant polyurethane sealant. D.Areas Where Tamper-Resistance is Required: As indicated on the drawings. 2.03 ACCESSORIES A.Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application. B.Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application. C.Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants. D.Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials. E.Primers: Type recommended by sealant manufacturer to suit application; non-staining. PART 3 EXECUTION 3.01 EXAMINATION A.Verify that joints are ready to receive work. B.Verify that backing materials are compatible with sealants. C.Verify that backer rods are of the correct size. 3.02 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.Install bond breaker backing tape where backer rod cannot be used. D.Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces. E.Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed. F.Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 VINYL WINDOWS 08 5313 - 1 SECTION 08 5313 VINYL WINDOWS PART 1 GENERAL 1.01 SECTION INCLUDES A.Vinyl-framed, factory-glazed windows. B.Operating hardware. 1.02 RELATED REQUIREMENTS A.Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction. 1.03 REFERENCE STANDARDS A.AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification for windows, doors, and skylights; 2017. B.AAMA 701/702 - Combined Voluntary Specifications for Pile Weatherstrip and Replaceable Fenestration Weatherseals; 2011. C.ASTM E1105 - Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference; 2015. D.ASTM E1423 - Standard Practice for Determining the Steady State Thermal Transmittance of Fenestration Systems; 2014. E.ASTM E1425 - Standard Practice for Determining the Acoustical Performance of Windows, Doors, Skylight, and Glazed Wall Systems; 2014. F.ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights; 2007 (Reapproved 2016). 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide component dimensions, anchors, fasteners, glass, and internal drainage. C.Shop Drawings: Indicate opening dimensions, framed opening tolerances and installation requirements. D.Manufacturer's Certificate: Certify that products of this section meet or exceed specified requirements. E.Grade Substantiation: Prior to submitting shop drawings or starting fabrication, submit one of the following showing compliance with specified grade: 1.Evidence of AAMA Certification. 2.Evidence of WDMA Certification. 3.Evidence of CSA Certification. 4.Test report(s) by independent testing agency itemizing compliance and acceptable to authorities having jurisdiction. 1.05 QUALITY ASSURANCE A.Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience. B.Installer Qualifications: Company specializing in performing of type specified and with at least three years documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A.Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 VINYL WINDOWS 08 5313 - 2 1.07 FIELD CONDITIONS A.Do not install sealants when ambient temperature is less than 40 degrees F. 1.08 WARRANTY A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B.Correct defective Work within a five year period after Date of Substantial Completion. C.Provide five year manufacturer warranty for insulated glass units from seal failure, interpane dusting or misting, and replacement of same. Include coverage for degradation of color finish. PART 2 PRODUCTS 2.01 MANUFACTURERS A.Vinyl Windows: 1.Alside, Inc: www.alside.com. 2.Milgard Windows: www.milgard.com. 3.Jeld-Wen: www.jeld-wen.com 4.Substitutions: See Section 01 6000 - Product Requirements. 2.02 DESCRIPTION A.Vinyl Windows: Factory fabricated frame and sash members of extruded, hollow, ultra-violet-resistant, polyvinyl chloride (PVC) with integral color; with factory-installed glazing, hardware, related flashings, anchorage and attachment devices. 1.Configuration: As indicated on drawings. a.Product Type: HS - Horizontal sliding window. 2.Color: White. 3.Size to fit openings with minimum clearance around perimeter of assembly providing necessary space for perimeter seals. 4.Framing Members: Fusion welded corners and joints, with internal reinforcement where required for structural rigidity; concealed fasteners. 5.System Internal Drainage: Drain to exterior side by means of weep drainage network any water entering joints, condensation within glazing channel, or other migrating moisture within system. 6.Glazing Stops, Trim, Flashings, and Accessory Pieces: Formed of rigid PVC, fitting tightly into frame assembly. B.Performance Requirements: Provide products that comply with the following: 1.Grade: AAMA/WDMA/CSA 101/I.S.2/A440 requirements for specific window type: a.Performance Class (PC): R. 2.Design Pressure: In accordance with applicable codes. 2.03 COMPONENTS A.Glazing: Insulated double pane, tempered glass,clear, uncoated, with glass thicknesses as recommended by manufacturer for specified wind conditions. B.Frame Depth: Manufacturer's standard. C.Operable Sash Weatherstripping: Resilient PVC; permanently resilient, profiled to maintain weather seal in accordance with AAMA 701/702. D.Fasteners: Stainless steel. E.Exterior Window Sills: Refer to drawings. F.Sealants for Setting Window Sill Pan Flashing: Provide butyl tape, non-hardening butyl, or polyurethane sealant; in compliance with ASTM E2112 installation practices. 2.04 HARDWARE A.Horizontal Sliding Sash: Rigid PVC interfacing tracks with screw adjustable nylon rollers in steel bracket, provide two sets for each operating sash and opening stops in head and sill track as required. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 VINYL WINDOWS 08 5313 - 3 PART 3 EXECUTION 3.01 INSTALLATION A.Install window unit assemblies in accordance with manufacturers instructions and applicable building codes. B.Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irregularities as necessary. C.Align window plumb and level, free of warp or twist, and maintain dimensional tolerances and alignment with adjacent work. 3.02 TOLERANCES A.Maximum Variation from Level or Plumb: 0.06 inches every 3 ft non-cumulative or 0.5 inches per 100 ft, whichever is less. 3.03 ADJUSTING A.Adjust hardware for smooth operation and secure weathertight closure. 3.04 CLEANING A.Remove protective material from pre-finished surfaces. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 LOUVERS 08 9100 - 1 SECTION 08 9100 LOUVERS PART 1 GENERAL 1.01 SECTION INCLUDES A.Louvers, frames, and accessories. 1.02 RELATED REQUIREMENTS A.Section 07 6200 - Sheet Metal Flashing and Trim. B.Section 08 5313 - Vinyl Windows: Windows immediately adjacent to louvers. 1.03 REFERENCE STANDARDS A.AMCA 511 - Certified Ratings Program for Air Control Devices; 2010. B.ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015, with Editorial Revision (2016). 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide data describing design characteristics, maximum recommended air velocity, design free area, materials and finishes. C.Shop Drawings: Indicate louver layout plan and elevations, opening and clearance dimensions, tolerances; head, jamb and sill details; blade configuration and frames. D.Samples: Submit two samples 2 by 2 inches in size illustrating finish and color of exterior and interior surfaces. E.Test Reports: Independent agency reports showing compliance with specified performance criteria. 1.05 QUALITY ASSURANCE A.Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with minimum three years of documented experience. B.Installer Qualifications: Company specializing in performing work of type specified and with at least three years of documented experience. 1.06 WARRANTY A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B.Provide twenty year manufacturer warranty against distortion, metal degradation, and failure of connections. 1.Finish: Include coverage against degradation of exterior finish. PART 2 PRODUCTS 2.01 MANUFACTURERS A.Louvers: 1.Grainger. 2.Beach Sheet Metal Co., Inc. 3.Greenheck 4.Substitutions: See Section 01 6000 - Product Requirements. 2.02 LOUVERS A.Louvers: Factory fabricated and assembled, complete with frame, mullions, and accessories; AMCA Certified in accordance with AMCA 511. 1.Wind Load Resistance: Design to resist positive and negative wind load of 25 psf without damage or permanent deformation. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 LOUVERS 08 9100 - 2 2.Drainable Blades: Continuous rain stop at rear of blade aligned with vertical gutter recessed into both jambs of frame. B.Stationary Louvers: sloped to drain out blade, formed galvanized steel sheet construction. 1.Frame: 2 1/2 to 3 1/2 inches deep, channel profile; corner joints mitered and, with continuous recessed caulking channel each side. 2.Steel Thickness, Galvanized: Frame 18 gage, 0.040 inch minimum base metal; blades 16 gage, 0.0598 inch minimum base metal. 3.Steel Finish: Superior performing organic coatings, finished after fabrication. 2.03 MATERIALS A.Steel Sheet: Hot-dipped galvanized steel sheet, ASTM A653/A653M, with G90/Z275 coating. 2.04 FINISHES A.Superior Performing Organic Coatings: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system. 1.Polyvinylidene fluoride (PVDF) multi-coat thermoplastic fluoropolymer coating system, including minimum 70 percent PVDF color topcoat and minimum total dry film thickness of 0.9 mil; color and gloss as indicated on drawings. B.Color: To match adjacent window color. 2.05 ACCESSORIES A.Fasteners and Anchors: Galvanized steel. B.Head and Sill Flashings: See Section 07 6200. C.Sealant for Setting Sills and Sill Flashing: Non-curing butyl type. PART 3 EXECUTION 3.01 INSTALLATION A.Install louver assembly in accordance with manufacturer's instructions. B.Coordinate with installation of flashings by others and coordinate with installation of adjacent windows. C.Install louvers level and plumb. D.Align louver assembly to ensure moisture shed from flashings and diversion of moisture to exterior. E.Secure louver frames in openings with concealed fasteners. 3.02 CLEANING A.Strip protective finish coverings. B.Clean surfaces and components. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 GYPSUM BOARD ASSEMBLIES 09 2116 - 1 SECTION 09 2116 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.01 SECTION INCLUDES A.Gypsum wallboard. 1.02 RELATED REQUIREMENTS A.Section 06 8316 - Fiberglass Reinforced Paneling. 1.03 REFERENCE STANDARDS A.ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2017a. B.ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum Veneer Base; 2014a. C.ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2017. 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide data on gypsum board. PART 2 PRODUCTS 2.01 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, unless otherwise indicated. 2.Thickness: a.Vertical Surfaces: 5/8 inch. 2.02 ACCESSORIES A.Beads and Other Trim: ASTM C1047, rigid plastic, galvanized steel, or rolled zinc, unless noted otherwise. PART 3 EXECUTION 3.01 EXAMINATION A.Verify that project conditions are appropriate for work of this section to commence. 3.02 BOARD INSTALLATION A.Comply with manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations. B.Single-Layer Non-Rated: Install gypsum board in most economical direction, with ends and edges occurring over firm bearing. END OF SECTION BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXTERIOR PAINTING 09 9113 - 1 SECTION 09 9113 EXTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A.Surface preparation. B.Field application of paints. C.Scope: Finish exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: 1.Exposed surfaces of steel lintels and ledge angles. 2.Stair guardrails where repairs have been made to steel components. D.Do Not Paint or Finish the Following Items: 1.Concrete floors, stair treads and landings, unless specifically indicated. 2.Brick, glass unit masonry, architectural concrete, cast stone, integrally colored plaster and stucco. 3.Exterior insulation and finish system (EIFS). 1.02 REFERENCE STANDARDS A.MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current Edition, www.paintinfo.com. B.SSPC-SP 1 - Solvent Cleaning; 2015. C.SSPC-SP 6 - Commercial Blast Cleaning; 2007. 1.03 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide complete list of 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.Samples: Submit three paper "draw down" samples, 4 x 6 inches in size, illustrating range of colors available for each finishing product specified. 1.Where sheen is specified, submit samples in only that sheen. 1.04 QUALITY ASSURANCE A.Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum 10 years documented experience. B.Applicator Qualifications: Company specializing in performing the type of work specified with minimum 5 years experience and approved by manufacturer. 1.05 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. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXTERIOR PAINTING 09 9113 - 2 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 2 PRODUCTS 2.01 PAINTS AND FINISHES - GENERAL A.Paints and Finishes: Ready mixed, unless required to be a field-catalyzed paint. 1.Provide paints and finishes 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.Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is specifically described in manufacturer's product instructions. B.Flammability: Comply with applicable code for surface burning characteristics. C.Sheen: Paint at guardrails is to be gloss sheen. D.Colors: As indicated in Color Schedule. 2.02 PAINT SYSTEMS - EXTERIOR A.Ferrous Metals, Unprimed, Alkyd, 3 Coat: 1.One coat of alkyd primer. 2.Gloss: Two coats of alkyd enamel; Sherwin-Williams Architectural Oil Based. B.Ferrous Metals, Primed, Alkyd, 2 Coat: 1.Touch-up with rust-inhibitive primer recommended by top coat manufacturer. 2.Gloss: Two coats of alkyd enamel; Sherwin-Williams Architectural Oil Based. 2.03 PRIMERS A.Primers: Provide the following unless other primer is required or recommended by manufacturer of top coats. 1.Anti-Corrosive Alkyd Primer for Metal; MPI #79. a.Products: 1)PPG Paints Speedhide Interior/Exterior Rust Inhibitive Steel Primer, 6-212 Series. (MPI #79) 2)Pratt & Lambert Alkyd Shopcoat Primer, OTC Compliant. (MPI #79) 3)Pratt & Lambert Rust Inhibitive Metal Primer. 4)Valspar Armor Anti-Rust Oil Metal Primer, No. 21852. (MPI #79) 5)Substitutions: Section 01 6000 - Product Requirements. 2.04 ACCESSORY MATERIALS A.Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of painted surfaces. 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 effect proper application. C.Test shop-applied primer for compatibility with subsequent cover materials. 3.02 PREPARATION A.Clean surfaces thoroughly and correct defects prior to application. B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. BYU-I University Village Stair Enclosures BYU-I #11115 Apr. 2018 EXTERIOR PAINTING 09 9113 - 3 C.Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces for finishing. 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.Ferrous Metal: 1.Solvent clean according to SSPC-SP 1. 2.Shop-Primed Surfaces: 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. Re-prime entire shop-primed item. 3.Remove rust, loose mill scale, and other foreign substances using using methods recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast Cleaning". Protect from corrosion until coated. 3.03 APPLICATION A.Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual". 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.Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. E.Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 CLEANING A.Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. END OF SECTION