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HomeMy WebLinkAboutPROJECT MANUAL VOL 1 - 08-00183-184 - Smith Building Computer Center - RemodelComputer Center Improvements Spencer W. Kimball & Joseph Fielding Smith Buildings Brigham Young University -Idaho Project No. 3359 Project Manual Volume I Construction Documents March 24, 2008 Architect: BYU-Idaho Office 4213 PPLT Rexburg, Idaho 83460-8205 ph.208.496.2449 fx.208.496.6449 Mechanical Engineer: Colvin Engineering Associates, Inc. 244 West 300 North, Suite 200 Salt Lake City, Utah 84103-1147 ph.801.322.2400 (x.801.322.2416 www.cea-ut.com Electrical Engineer: Spectrum Engineers 175 South Main Street, Suite 300 Salt Lake City, Utah 84111 ph.801.401.8468 fx.801.401.9468 www.sPectrum-engineers.com aB 0018- .1e1 virnb,41! IP0 6MrLe ft �L ,.a I;Ln[il\�l�s APR 14 2008 CITe OF Y'nnXi31M1-G TABLE of CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP ; DIVISION 00: PROCUREMENT AND CONTRACTING REQUIREMENTS I INTRODUCTORY INFORMATION j 000101 PROJECT TITLE PAGE 000110 TABLEOFCONTENTS PROCUREMENT/CONTRACTING REQUIREMENTS I. INVITATION TO BID II. NOTICE TO BIDDERS III. FORM OF PROPOSAL IV. INSTRUCTIONS TO BIDDERS V. FOR OF CONTRACT A. SHORTFORM B. LONG FORM VI, GENERAL CONDITIONS TABLE OF CONTENTS C. GENERAL CONDITIONS D. SUPPLEMENTARY CONDITIONS E. SPECIAL INSPECTIONS GENERAL CONDITIONS VII. MONTHLY PROGRESS ESTIMATE VIII. SCHEDULE OF VALUES SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP DIVISION 01: GENERAL REQUIREMENTS 111000 SUMMARY 011100 SUMMARYOFWORK 011200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 112000 PRICE AND PAYMENT PROCEDURES 012900 PAYMENT PROCEDURES 113000 ADMINISTRATIVE REQUIREMENTS 013100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS DOCUMENTATION 013300 SUBMITTAL PROCEDURES 013500 SPECIAL PROCEDURES 14000 QUALI'T'Y REQUIREMENTS 014100 REGULATORY REQUIREMENTS 014200 REFERENCES 014300 QUALITY ASSURANCE 014500 QUALITY CONTROL 15000 TEMPORARY FACILITIES .AND CONTROLS 015100 TEMPORARY UTILITIES 015200 CONSTRUCTION FACILITIES :OMPUTER CENTER IMPROVEMENTS 3/24/2008 Document 00 0110 - 1 :IMBALL & SMITH BUILDINGS TABLE OF CONTENTS 015400 CONSTRUCTION AIDS 015500 VEHICULAR ACCESS AND PARKING 015600 TEMPOS A Ry BARRIE RS AND ENCLOSURES 015700 TEMPORARY CONTROLS 01 5800 PROJECT IDENTIFICATION 016000 PRODUCT REQUIREMENTS 016100 COMMON PRODUCT REQUIREMENTS 01 6200 PRODUCT OPTIONS 016400 OWNER -FURNISHED PRODUCTS 016500 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 017000 EXECUTION AND CLOSEOUT REQUIREMENTS 017300 EXECUTION 017400 CLEANING AND WASTE MANAGEMENT 017700 CLOSEOUT PROCEDURES 017800 CLOSEOUT SUBMITTALS FACILITY CONSTRUCTION SUBGROUP DIVISION 02: NOT USED DIVISION 03: CONCRETE 031000 CONCRETE FORMING AND ACCESSORIES 031113 STRUCTURAL CASTAN-PLACE CONCRETE FORMING 032000 CONCRETE REINFORCING 032100 REINFORCING STEEL 033000 CAST -IN-PLACE CONCRETE 033053 MISCELLANEOUS CAST -IN-PLACE CONCRETE 033111 NORMAL WEIGHT STRUCTURAL CONCRETE 033923 MEMBRANE CONCRETE CURING 036000 GROUTING 036213 NON-METALLIC NON -SH RINK GROUT DIVISION 04: NOT USED DIVISION 05: METALS 050000 METALS 050503 SHOP -APPLIED METAL COATINGS 050523 METALFASTENINGS DIVISION 06: WOOD, PLASTICS, AND COMPOSITES 062000 FINISH CARPENTRY 062024 DOOR, FRAME, AND FINISH HARDWARE INSTALLATION DIVISION 07: THERMAL AND MOISTURE PROTECTION COMPUTER CENTER IMPROVEMENTS 3/24/2008 Document 00 0110 - 2 KIMBALL & SMITH BUILDINGS TABLE OF CONTENTS 079000 JOINT PROTECTION 079213 ELASTOMERIC JOINT SEALANTS DIVISION 08: OPENINGS 080000 OPENINGS 080601 HARDWARE GROUP AND KEYING SCHEDULES 081000 DOORS AND FRAMES 08 1213 HOLLOW METAL FRAMES 081313 HOLLOW METAL DOORS 087000 HARDWARE 087101 COMMON FINISH HARDWARE REQUIREMENTS 087102 HANGING DEVICES 087103 SECURING DEVICES 087106 CLOSING DEVICES 087108 STOPS AND HOLDERS 087109 ACCESSORIES DIVISION 09: FINISHES 092000 PLASTER AND GYPSUM BOARD 092216 NON-STRUCTURAL METAL FRAMING 092900 GYPSUM BOARD )95000 CEILINGS 095113 ACOUSTICAL PANEL CEILINGS 396000 FLOORING 096900 ACCESS FLOORING 199000 PAINTS AND COATINGS 099001 COMMON PAINTING AND COATING REQUIREMENTS 099121 INTERIOR PAINTED POURED CONCRETE 099122 INTERIOR PAINTED CMU 099123 INTERIOR PAINTED GYPSUM BOARD, PLASTER 099124 INTERIOR PAINTED METAL 099413 INTERIOR TEXTURED FINISHING D [VISIONS 10 THROUGH 19: NOT USED FACILITY SERVICES SUBGROUP DIVISION 20: NOT USED DIVISION 21: FIRE SUPPRESSION !121100 GAS -BASED FIRE SUPPRESSION SYSTEMS 212200 FM-200EX'DNGUISHINGSYSTEMS �_OMPUTER CENTER IMPROVEMENTS 3/24/2008 Document 00 0110 - 3 <IMBALL & SMITH BUILDINGS TABLE OF CONTENTS Il"E9[ME"a awhullNMI 221000 PLUMBING PIPES AND PUMPS 22 1410 PLUMBING PIPING DIVISION 23: HEATING, VENTILATING, AND AIR-CONDITIONING 230000 HEATING, VENTILATING, AND AIR-CONDITIONING 230500 BASIC MECHANICAL REQUIREMENTS 230529 BASIC MECHANICAL MATERIALS AND METHODS 230540 MECHANICAL SOUND AND VIBRATION CONTROL 230548 MECHANICAL SEISMIC CONTROL 230593 TESTING, ADJUSTING AND BALANCING 230700 MECHANICAL INSULATION 230900 ELECTRONIC CONTROLS 232000 IIVAC PIPING AND PUMPS 232113 HVAC PIPING&SPECIALTIES 232500 HVAC WATER TREATMENT 233000 HVAC AIR DISTRIBUTION 233100 AIR DISTRIBUTION 235000 CENTRAL HEATING EQUIPMENT 235700 HEATTRANSFER 236000 CENTRAL COOLING EQUIPMENT 23 6400 REFRIGERATION 238000 DECENTRALIZED HVAC EQUIPMENT 23 8123 COMPUTER ROOM AIR CONDITIONING D I V I S 10 N S 24 THROUGH 25: NOT USED DIVISION 26: ELECTRICAL 260000 ELECTRICAL 260500 COMMON WORK RESULTS FOR ELECTRICAL 260513 MEDIUM -VOLTAGE CABLES 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 261200 MEDIUM -VOLTAGE TRANSFORMERS 262000 LOW(LINE)VOLTAGE DISTRIBUTION 262200 LOW -VOLTAGE TRANSFORMERS 262413 SWITCHBOARDS 26 2416 PANELBOARDS 262726 WIRING DEVICES COMPUTER CENTER IMPROVEMENTS 3/24/2008 Document 00 0110 - 4 KIMBALL & SMITH BUILDINGS TABLE OF CONTENTS 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS :63000 FACILITY ELECTRICAL. POWER GENERATING AND STORING EQUIPMENT 263213 ENGINE GENERATORS 263600 TRANSFER SWITCHES 164000 LIGHTNING PROTECTION 264313 TRANSIENT -VOLTAGE SUPPRESSION FOR LOW -VOLTAGE ELECTRICAL POWER CIRCUITS ) I V I S 10 N 27 THROUGH 29: NOT USED SITE AND INFRASTRUCTURE SUBGROUP )IVISION 30: NOT USED )IVISION 31: EARTHWORK 10000 EARTHWORK 310501 COMMON EARTHWORK REQUIREMENTS 11000 SITE CLEARING 31 1100 CLEARING AND GRUBBING 31 1413 TOPSOIL STRIPPING AND STOCKPILING 12000 EARTH MOVING 312213 ROUGH GRADING 312216 FINE GRADING 312316 EXCAVATION 312323 FILL )IVISION 32: EXTERIOR IMPROVEMENTS 23000 SITE IMPROVEMENTS 323113 CHAIN LINK FENCES AND GATES I V I S 10 N S 33 THROUGH 39: NOT USED PROCESS EQUIPMENT SUBGROUP I\7[.YEll `►. 01Y1lIL.yup END OF TABLE OF CONTENTS :OMPUTER CENTER IMPROVEMENTS 3/24/2008 Document 00 0110 - 5 :IMBALL & SMITH BUILDINGS TABLE OF CONTENTS TABLE OF CONTENTS THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS BRIGHAM YOUNG UNIVERSITY -IDAHO STANDARD CONTRACT REQUIREMENTS I. INVITATION TO BID IL NOTICE TO BIDDERS III. FORM OF PROPOSAL IV. INSTRUCTIONS TO BIDDERS V. FORM OF CONTRACT A. SHORTFORM B. LONG FORM VI. GENERAL CONDITIONS TABLE OF CONTENTS A. GENERAL CONDITIONS B. SUPPLEMENTARY CONDITIONS C. SPECIAL INSPECTIONS GENERAL CONDITIONS VII. MONTHLY PROGRESS ESTIMATE SCHEDULE OF VALUES 10/6/99 Table of Cuntenls March 4, 2008 Contractor Re: Invitation to Bid — BYU-Idaho Computer Center Improvements to Kimball/Smith Bldgs Protect No. - 3359 To Whom It May Concern: You are invited to bid on the above -referenced project. This project consists of minor remodeling, HVAC, and electrical for the data communication rooms in the Kimball and Smith buildings. The project completion date is August 22, 2008. A mandatory pre-bid has been scheduled for March 12`h in room 212 of the Physical Facilities building. Electrical information and walk-thru will be conducted at 9.00 am: and mechanical information and walk-thru will be conducted at 10.30 am Plans and specifications will be distributed during the pre-bid. Bids will be opened and read aloud on March 26th at 2:00 pm, in Room 212 of the Physical Facilities building at Brigham Young University -Idaho. A performance bond and a labor and materials payment bond for 100% of the contract will be required for this project. We hope that you will be able to bid this project. Sincerely, Rulon Nielsen Director, Facility Planning and Construction RRN/mt *** Please be advised that the attached sheet contains the names of the subcontractors that have been approved for this project. Rulon Nielsen Fmihoes l9muriny Con.souclion Uir'eelar4,50 S. Illmml P&ml Hay Reshur;r, lU 834604205 Phone: ('208) 496-/138 hies; (208) 496-2490 Cell: (208) 3/3-0836 liunril: nleG'en,"' hrui. ado NOTICE TO BIDDERS SECTION 1 --PROJECT: Computer Center Improvements to Kimball/Smith Buildings Project Number: 359 SECTION 2-- LOCATION: BYU-Idaho SECTION 3 --OWNER: BYU-Idaho SECTION 4 --DESIGNER: BYU-Idaho SECTION 5 --STANDARD CONTRACT REQUIREMENTS: The bidder is directed to the Church of Jesus Christ of Latter-day Saints, Brigham Young University Standard Contract Requirements (revised 6 October 1999).This volume is an integral part of the contract documents and is hereby made a part of the contract. SECTION 6-- TIME OF COMPLETION: A. Date: August 22, 2008 SECTION 7--PREBID CONFERENCE A. Prebid Conference will be: Date: March 12, 2008 Time: 9:00 AM Place: Physical Facilities Building, Room 212 SECTION 8 --RECEIPT AND OPENING OF BIDS: A. Bids will be received: Date: March 26, 2008 Time: 2:00 PM Place: Physical Facilities Building, Room 212 By: Rulon Nielsen B. The Owner reserves the exclusive right to release all publicity relating to the proposals and the project. SECTION 9 --GENERAL CONTRACTORS: A. Bidding by General Contractors will be by invitation only. SECTION 10 --DRAWINGS: A. Drawings are available at the following plan room locations: BYU-Idaho Physical Facilities Building 7/1/2004 Notice to Bidders I BYU-Idaho i FORM OF PROPOSAL WE OF PROJECT Computer Center Improvements to Kimball & Smith Buildings OJECT NUMBER 3359 \ME OF CONTRACTOR ATE OF PROPOSAL e undersigned, hereinafter referred to as the Bidder, certifies that the following facts and/or circumstances have occurredor st relating to the proposed work forComputer Center Improvements to Kimball & Smith Buildings ere prepared by BYU- ho. That Bidder has received the contract documents for the above entitled project. 2. That Bidder has received The Church of Jesus Christ of Latter -Day Saints BYU-Idaho Standard Contract Requirements, revised October 6, 1999. 3. That Bidder is familiar with such documents, has examined the site of the proposed work, including availability of access, utilities, and other similar items relating to performance of the work and is thoroughly familiar with all general and local conditions which could in any way affect this work. 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. Jer hereby proposes to furnish all materials, labor, equipment, plant, tools, transportation, services, licenses and permis !ssary for the completion of all the work set forth in the contract documerts for the sum of. Form or Proposal S FURTHER CONDITIONS OF THIS PROPOSAL: I. The Bidder agrees to complete the work on or before 2. The Bidder acknowledges receipt of addenda No. 3. The Bidder's contractor's license number 4. Is your bonding capacity adequate for this job? Yes No_ 5. For verification call Telephone Number 6. Is your license limit adequate forthisjob? Yes_ No_ :OPOSED SUBSTITUTE MATERIALS e total sum of the Bidder's proposal shall include the furnishing and installing of all materials, equipment,and labor as called for the contract documents as a base bid. reafter give the total amount to be added or deducted for a complete installation of equipment or materials other than thou ;cified and those approved by addendum are submitted for theOwner's consideration. All materials and equipment proposed for )stitution shall be listed below and must meet the requirements of the contract documents. During the time of consideratin of the Iposals, complete information shall be submitted immediately to the Architect and Owner's Representative. The Contractor is 'erred to Page 3 of the Instructions to Bidders, Section 9, prior approvals and substitutions for requirements relative toproposed )stitutions. 70p0sed Manufacturer and bstitute Catalog Numbers S Add S Deduct 2 Form of Proposal RE OF BIDDER'S ORGANIZATION: 'ficial Name of Organization �rporation, Co -partnership, Individual, or Other !dress me of Individual Members of Firm: rme of President of Corporation: me of Secretary of Corporation: -potation is organized under the laws of the State of: Signature Title or Office Legal Address Form of Proposal BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL (LIST OF SUBCONTRACTORS) tOJECT NAME: Computer Center Improvements to Kimball & Smith Buildings IOJECT NUMBER: 3359 NNER'S NAME: BYU SUBCONTRACT CLASSIFICATIONS I SUBCONTRACTOR USED I AMOUNT INSTRUCTIONS TO BIDDERS i f SECTION 1 --BIDDING BY INVITATION A. Bidding shall be by written invitation only. Those wanting to be considered for such invitation shall apply to: Facility Planning and Construction Department i BYU-Idaho Physical Facilities Building 450 S. Physical Plant Way Rexburg, Idaho 83460-8205 B. The Owner reserves the right to accept or reject any or all bids. i F SECTION 2 -- CONTRACT DOCUMENTS A. The Contract documents may be obtained by contractors from: Facility Planning and Construction Department BYU-Idaho Physical Facilities Building 450 S. Physical Plant Way Rexburg, Idaho 83460.8205 B. Subcontractors and suppliers who want to obtain Contract documents (plans and specifications) may do so by requesting the documents and paying the printing costs. C. All Contract documents must be returned within ten (10) days after the bid opening, or the deposit will be forfeited. Those documents purchased outright by the Bidders are exempted. D. The Contract documents (plans and specifications) maybe deposited with local Bid Depositories. Bidders may contact the Construction Section for locations. The Contract documents may be examined free at: Facility Planning and Construction BYU-Idaho Physical Facilities Building 450 S. Physical Plant Way Rexburg, Idaho 83460-8205 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 trite meaning of any of the Contract documents, or finds errors, discrepancies or omissions, he shall request a clarification from the Architect in writing. Any interpretations or corrections will be made only by written addenda duly issued by the Owner. All addenda will be mailed, faxed or otherwise delivered to each person receiving set of the Contract documents. Requests for clarifications must be submitted to the Architect at least five (5) days before bid opening. Unwritten instructions or interpretations will have no validity. B. Should discrepancies appear in the Contract doellntentS that are not resolved by an addendum, it is expressly understood that the Contractor has used the most expensive method and/or material in the bid. SECTION 5 -- REQUIREMENTS BEFORE SUBMITTING BIDS A. TheContractorshallbecomethoroughlyfamiliarwiththesiteandstructureslocatedthere(ifany). 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. 212004 1 Instructions to Biddcrs SECTION 6 -- PREPARING AND SUBMITTING BIDS A. To receive consideration, a bid must be made according to the following instructions: I. 2. 4. 5. 6. 7. 8. 10 Il, 12. 13. Bids shall be prepared on BYU bid forms. Bids shall have all items or blanks filled. Numbers shall be stated both in writing and in figures. If thea discrepancy between the two, the written number shall govem. Bids shall be without interlineations, alterations or erasures. Signatures shall be by those authorized to execute the Contract. The Bidder's legal name, business address and telephone number shall be stated. Neither oral bids nor modifications shall be considered. Faxed bids will be accepted if the bidder (1) contacts the Construction Section before faxing the bid, (2) the bid with sufficient time to be received and delivered to the bid opening location before bid time, and( calls the Construction Section before bid time to confirm that the bid was received and delivered to the b opening location. It is the Bidder's sole responsibility to see that the bid is received at the proper time. Any bid received after scheduled bid opening time will be returned unopened to the Bidder. Bidders shall accept proposals from only those subcontractors who are approved by the Owner or those w have shown to the Bidder's satisfaction that they are financially capable of handling the work. Furthetmo subcontractors must have the technical ability, personnel, plant, experience and reputation to cant' out th portions of the work. It will be assumed that the question of bonding subcontractors, where consider desirable or necessary by the Contractor, including the cost of such bonds, has been resolved before bids ha been submitted. In order for the bid to be considered valid, two or more Bidders bidding as a "joint venture" must have t written approval of the Owner before submitting a bid. All members of ajoint venture shall sign the bid and, official representative of the joint venture shall be designated in the proposal. The term "base bid" shall be understood to include all work contained in the Contract, excluding any alterna or substitutes. The Owner shall have the right to accept alternates in any order or combination, and to detenni the low Bidder based on the sum of the base bid and alternates accepted. Substitutes or alternates accepted by the Owner may be included in the Contractor added by Change Order. determining the low Bidder, the Owner will not consider substitutes. Bids may be withdrawn by the Bidder, either in person or by a written request before bid opening. On opened, the Bidders will have 24 hours to review and withdraw their bids. After the 24-hour period, the bi may not be withdrawn and must remain fixed as submitted for 45 days after opening. Envelopes must conti nothing but the proposal and bid breakdown forms if required. Envelopes shall be opaque, sealed and bear I Bidder's name. SECTION 7 -- APPROVAL OF CONTRACTORS AND SUBCONTRACTORS A. As soon after the bid opening as is practicable, the Owner will interview the apparent low Bidder and if deem advisable, the second or third low Bidders. Within two hours of the bid opening, the low Bidder and the second or th low Bidders will provide to the Owner a list of subcontractors and their dollar amounts that were used in formulati their bid. The list of subcontractors will be examined by the Owner as soon as possible. The Owner reserves the right 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 amount of other competing subcontractors for consideration, making sure that he clearly states which one he has use fornmlating his proposal. 2/2004 2 Instructions to Bidders 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. B. The Owner reserves the right to reject any oral I bids, or to waive any irregularities or informal ities 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 thatare explicitly specified or which have received prior approval by addendum. 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 acceptor reject any substitute proposed. In determining the IowBidder, the Owner will not consider substitutes. If requested, the Contractor shall furnish information or data concerning the substitute. The Owner may request the Contractor, at his own expense, to have the substitute tested by an approved testing laboratory. SECTION 10 -- FORM OF CONTRACT A. Copies ofthe form ofthe Contract that the successful Bidderwill be reqUiiedto execute are included inthisspecification. SECTION I I --ADDENDA A. All addenda issued belbre bid opening shall be included in the bid and shall be apart of the Contract. 2/2003 3 Instnictions to Bidders L SECTION 12 -- REQUIREMENTS IMMEDIATELY AFTER SIGNING THE CONTRACT A. Immediately after signing the Contract, the Contractor shall furnish the following to the Owner: 1. Executed performance, labor and material payment bonds, each in an amount equal to 100 percent of 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 moni payments to the Contractor. 4. A project schedule as to how he intends to construct the project. This mustbe, in the opinion of the Owne realistic method of analyzing and scheduling each component of the work. It must show when all trade crafts start and finish their work. This schedule must be reviewed at least biweekly and updated as required critical path method of scheduling is preferred. If the Contractor cannot produce and maintain such a sched this service must be obtained from an outside consultant. The schedule must be approved by the Owr 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 HE subcontractors and major suppliers including names, addresses and telephone numbers are required within fourteen days of the Owner's subcontractor review. SECTION 13 -- DISQUALIFICATION A. If the above requirements are not satisfied, the bid may be disqualified at the discretion of the Ovner 2/2004 4 InslrLIC11011S 10 Bidders GENERAL CONDITIONS SECTION 1 - DEFINITIONS SECTION 2 - CONTRACT DOCUMENTS SECTION 3 - DISCREPANCIES IN CONTRACT DOCUMENTS SECTION 4 - ADDITIONAL DRAWINGS & INSTRUCTIONS SECTION 5 - OWNERSHIPAND MAINTENANCE OF DRAWINGS SECTION 6 - PROGRESS MEETINGS SECTION 7 - PROJECT SCHEDULE SECTION 8 - EMERGENCIES SECTION 9 - SUBMITTALS, SHOP DRAWINGS AND SAMPLES SECTION 10 - ROYALTIES & PATENTS SECTION I I - CONTRACTOR'S LIABILITY INSURANCE & BONDS SECTION 12 - HOLD HARMLESS AGREEMENT SECTION 13 - BUILDER'S RISK LOSSES SECTION 14 - PERMITS AND REGULATIONS SECTION 15 - MEASUREMENTS, SURVEYS, BUILDING LAYOUT, & SITE EXAMINATION SECTION 16 - INSPECTION OF WORK SECTION 17 - SUPERVISION & CONSTRUCTION PROCEDURES SECTION 18 - ARCHITECTS STATUS AND DECISIONS SECTION 19 - MATERIAL AND EQUIPMENT SECTION 20 - TEMPORARY CONSTRUCTION FACILITIES SECTION 21 - TESTING SECTION 22 - CUTTING AND PATCHING SECTION 23 - CONDEMNATION OF WORK SECTION 24 - CHANGES IN WORK SECTION 25 - CLAIMS FOR EXTRA COST SECTION 26 - DELAYS AND EXTENSION OF TIME SECTION 27 - DISPUTES SECTION 28 - CORRECTION & WARRANTY OF WORK SECTION 29 - OWNER'S RIGHT TO DO WORK SECTION 30 - CONTRACTOR'S PAY REQUEST SECTION 31 - PAYMENTS TO CONTRACTOR SECTION 32 - PAYMENTS WITHHELD SECTION 33 - CONTRACTOR'S RESPONSIBILITY SECTION 34 - SUBCONTRACTORS SECTION 35 - LOCKOUT/TAGOUT, CONFINED SPACE AND HAZARD COMMUNICATION SECTION 36 - OWNER'S RIGI IT TO CANCEL CONTRACT 3euus General Condiuuns/IC SECTION 37 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT SECTION 38 - SEPARATE CONTRACTS SECTION 39 - ASSIGNMENT SECTION 40 - LIQUIDATED DAMAGES SECTION 41 - ACCELERATION OF WORK SECTION 42 - CONTRACTOR'S QUALITY CONTROL SECTION 43 - TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES SECTION 44 - PROJECT CLOSEOUT SECTION 45 - OWNER -PURCHASED MATERIALS AND EQUIPMENT 3/2008 General Condiumu/fC GENERAL CONDITIONS SECTION I - DEFINITIONS i I A. OWNER - Brigham Young University- Idaho, Rexburg, Idaho hereinafter referred to as the "Owner." B. OWNER'S REPRESENTATIVE - The Facilities Planning and Construction Director- Physical Facilities Department -Physical Facilities Building, Room 283, Brigham Young University -Idaho, Rexburg, Idaho 83460- 8205 C. ARCHITECT - The Architect is a licensed Architect, Engineer, or organization so designated in the Contract. The term "Architect" means the Architect or his authorized representative. D. CONTRACTOR - The Contractor is the person or organization identified as such in the Contract and referred to throughout the Contract as if singular in number and masculine in gender. The tem "Contractor" means General Contractor or his authorized representative. E. SUBCONTRACTOR - The person, firm or corporation supplying direct or indirect labor and/or materials at the site of the Project and under separate contract or agreement with the Contractor. F. PROJECT COORDINATOR - The person who acts as liaison between the Owner and the Contractor for the Project. G. THE WORK - The work includes all labor necessary to produce the construction required by the Contract and all materials and equipment incorporated or to be incorporated in such construction. H. THE PROJECT - The Project is the total construction designed by the Architect. The work performed under the Contract may be the whole or a part. WRITTEN NOTICE - Written notice shall be deemed to have been duly served if delivered in person to the individual or to an officer of the corporation for whom it was intended. Written notice is also served by a registered or certified mailing to the last known address of the corporation. SECTION 2 - THE CONTRACT DOCUMENTS A. The "Contract " consists of the Contract, the Instructions to Bidders, the Supplementary Conditions, the General Conditions, the Drawings, the Specifications, Addenda and Change Orders. A modification may It made only by Change Order after execution of the Contract. B. The Contract - The Contract represents the entire agreement between the parties and supersedes all prior negotiations, representations or agreements (either written or oral) including tie bidding documents. The Contract may be amended or modified only by a Change Order. C. The Contract and associated documents are complementary, and what is required by one shall be as binding as if required by all. The intention of the Contract is to include all labor, materials, equipment and other items necessary for the proper execution and completion of the Project. D. Words that have well-known technical or trade meanings are used herein by such recognized meanings. E. Within the Contract there shall be the following precedence: I. The Contract takes precedence over all other documents. 2. Supplementary General Conditions take precedence over General Conditions. 3. General Conditions take precedence over Drawings and Specifications. 4. Addenda or modifications of any nature, to the Drawings and Specifications, take precedence over the original. 5. Specifications take precedence over Drawings. 3.2004 1 General Conditions 6. Within the Working Drawings, the larger scale takes precedence over smaller, figured dimensions owr scaled, and noted materials over graphic indications. SECTION 3 - DISCREPANCIES IN THE CONTRACT A. Should any question arise regarding the Contract, the Contractor shall request written interpretation and I� clarification from the Architect before proceeding. Without such request and authorization, the Contractor proceeds at his own risk. j SECTION 4 - ADDITIONAL DRAWINGS & INSTRUCTIONS A. The Architect shall promptly furnish any additional instructions or clarification necessary for proper executim of the work specified in the Contract. SECTION 5 - OWNERSHIP AND MAINTENANCE OF DRAWINGS A. All drawings and specifications furnished to the Contractor are the property of the Owner. They are not to be I used on other work and are to be returned to the Owner if so requested. One copy may be retained by the Contractor. B. The Owner shall furnish, free of charge to the Contractor, all copies of drawings and specifications reasonably necessary for the execution of the work. The Contractor shall keep ingood order on the Project one copy of drawings, addenda and specifications that shall be readily available to the Architect and the Project Coordinator. SECTION 6 - PROGRESS MEETINGS A. Weekly job site meetings will be held by the Project Coordinator. The agenda and meeting minutes will be prepared by the Architect. The Architect shall distribute meeting minutes within seven days of the meeting. I. The Contractor shall attend such meetings and shall require subcontractors to attend as necessary. 2. These meetings are to: a. Insure that all activities are being coordinated properly on the Project. b. Review the schedule. C. Check the status of: (1) Submittals, including shop drawings and samples. (2) Change Orders and Job Instructions. (3) Payment requests. (4) Any other matters that may need to be reviewed. SECTION 7 - PROJECT SCHEDULE A. Within 7 days after the notice to proceed and not less than 14 days prior to the first pay request, the contractor shall submit a project schedule to include all sections of work associated with the project. The project schedule shall be submitted in a CPM format using a recognized scheduling software. The Contractor shall prepare the schedule to be printed out on a sheet or series of sheets of reproducible media, of sufficient width to show data for the entire construction period. B. The Contractor shall submit a printed form of the schedule as noted above and shall also submit the schedule on disk so the owner can review the schedule and use the schedule. The Contractor shall submit the schedule with early start early finish dates and late start late finish dates. Changes during the contract period that do not impact the schedule beyond the contract completion date will not be considered as an impact. C. The schedule shall be in sufficient detail to include, but not be limited to, all sections ofthe specifications and plans that are orsignificant elements to the project. All work shall be represented to show relationships leading to the critical path of the project. D. After the acceptance of the schedule the contractor shall submit a baseline schedule. This baselhe schedule 31003 2 General Conditions will be used throughout the project to evaluate impact of change orders and delays. The baseline schedule shall be updated and reviewed at each project meeting as directed by the owner's representative. E. All activities on the schedule shall be related to the schedule of values of the project. This relationship shall be submitted with each pay request with an updated schedule to show actual work in place vs, scheduled, with percentages shown of both dollars and work in place for the total project and the current billing period. SECTION 8 - EMERGENCIES A. In case of an emergency endangering life or threatening the safety of the structure or of adjoining property, the Contractor may, without waiting for specific authorization from the Architect or Owner, act at his own discretion to safeguard life or property. Compensation and time shall be allowed the Contractor for such emergency work. The amount of both shall be decided between the Cmtractor, the Architect, and the Owner. B. The Contractor shal I notify the Project Coordinator immediately and shall make a full written report of such emergency action to the Project Coordinator within seven days after the event. SECTION 9 - SUBMITTALS, SHOP DRAWINGS AND SAMPLES A. General: 1. Deliver submittals, shop drawings or samples to the Owner and Architect as indicated below. Accompany each submittal with a transmittal letter indicating the title of the Project, the name of the Contractor,the title of the submittal and the specification section number. B. Submittal Schedule 1. The Contractor shall, within twenty-one (21) calendar days after receipt ofthe signed contract, furnish a submittal schedule listing all items that the Contract tequires for review. This schedule shall include, among other things, shop drawings, manufacturers' literature, certificates of compliance, material samples, material colors, guarantees, etc. 2. The schedule shall show the type of item, the Contract requirement reference, the Contractor's scheduled dates for submitting the items and the projected need dates for review answers from Archtect. The schedule shall show a minimum of twentyone (2 1) calendar days for review by the Architect. If re- submittal is required, an additional fourteen (14) days will be allowed. The Contractor shall revise and update this schedule as appropriate and submit it witheach payment estimate until all items have been submitted and reviewed. 3. Coordinate the submittal schedule with the Project schedule for all the work. The Contractor shalt revise and update the submittal schedule to insure consistency with the Project schedule. The Contractor shall promptly provide such revised submittal schedules to the Owner. 4. Furnishing of the submittal schedule or subsequent revisions shall not be interpreted as relieving the Contractor of the obligation to comply with all Contract requirements for items on the schedule. C. Definitions I. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, and other data prepared by the Contractor or subcontractor, manufacturer, supplier, or distributor. Shop drawings illustrate some portion of the work and confirm dimensions and conformance to the Contact. 2. Samples are physical examples furnished by the Contractor to illustrate materials, equipment, color, or construction and to help establish standards by which the work will be judged. D. Procedure I. The Contractor shall review and stamp his approval and certification that the products and methods meet the requirements specified in the Contract. The Contractor shall submit four (4) copies to the Architect and one (1) copy to the Owner, with reasonable promptness and in orderly sequence. Shop dawings and samples not required by the Contract but requested by the Contractor, or supplied by those under contract to him, need not be submitted to the Architect and Owner for approval. These shop drawings shall meet all specified shop drawing requirements, except those relating to submission to the Architect and Owner. 2. The Contractor shall reject shop drawings not in conformance with the Contract. 3.2008 3 General Conditions 3. Shop drawings shall be complete and detailed. If reviewed by the Architect, each copy of the shop Architect. If review "with exception" or .as noted" by the drawings shall be stamped and dated by the Architect is so identified, stamped and dated, the Contractor shall comply with notations shown. If the make any corrections at the rac- Architect requires resubmission of submittals' the alld use those drawings as subm ttals tor's expense. The Contractor shall not copy Jct drawings a, Any shop drawing, which does not conform, to the Contract shall be explicitly noted on the drawings and in the transmittal letter. This shall not be construed as approval to proceed with performing or providing the changed work until specifically approved by the Owner and a Change Order accordingly issued. If shop drawings show variations frau Contract requirements because of standard shop practice, or for any other reason, such variations shall be explicitly noted in the transmittal letter. Shop drawing review shall be general. It shall not relieve the Contractor of responsibility for accuracy of such shop drawings, nor for proper fitting, construction of work, furnishing of materials or work required by Contract and not shown on shop drawings. b. The number of copies of shop drawings and other submittals required will be established at the pre - construction conference if more than five are required. The Contractor shall bear cost of reproduc- ing copies of shop drawings required. Instead of prints, a sepia may be required. E. Ey approving shop drawings and samples, the Contractordetermines and certifies that all field measurements, field construction criteria, materials, catalog numbers and similar data conform to the Contract. The Contractor determines and certifies that he has checked and coordinated each shop drawing and samplewith requirements of the Contract. submission shall be commenced until submission has been F. No work requiring a shop drawing or sample approved in writing by the Architect. G. Samples: 1. Where specified or required, the Contractor shall submit samples to the Architect with specification material, affidavits and other documentation as required by the Architect or the Owner. 2. It is the Contractor's specific responsibility to ascertain that samples have been checked and approved before being submitted. by th Cont actor. 3 Cost Unless specified specified otherw se,tsamples shall be ion submitted n triplicate for thevery and any other costs, aArch t ct, the owner and the Contractor. The Contractor shall keep his samples on the jobsite. Where samples are specifically required to be submitted for approval, no work involving the sampled materials shall proceed until written approval has been obtained from the Architect. H. Review by the Architect and 1 he Owner: I Rview shop drawings by the Architect and only that he general method of constractti nand deta lshall ing s sat sfac tory Rev ewleof such but llshow drawings will not relieve the Contractor of responsibility for any error that may exist in the submitals. SECTION 10 -ROYALTIES &PATENTS icense A harmless sThe t actor s sulipaorall roy ltiesfor i a ngementfof any patent ees. The Contractor shall defend and hold the Owner rom s. SECTION 11 - CONTRACTOR'S LIABILITY INSURANCE AND BONDS A. Insurance: as obtained ile surance 1 Tile idenceContractor oF suchnnsu�ance has ired been sutbmitted to ndrh approvedbyhtile owner. tTile tsubmittal of said andd ev ve or decrease the liability of the Contractor. evidence to the Owner shall not relie a, Workers' Compensation & Employers' Liability Insurance - (1) As required by statute. General Conditions 4 3.2003 b. Commercial General Liability Insurance -ISO Form CG 00 01 (10/93) or equivalent, Occurrence Policy, with - (1) Limits of not less than - (a) General Aggregate $ 2,000,000.00 (b) Products - Comp/OPS Aggregate $ 2,000,000.00 (c) Personal and Advertising Injury $ 1,000,000.00 (d) Each Occurrence $ 1,000,000.00 (e) Fire Damage (any one fire) $ 50,000.00 (f) Medical Expense (any one person) $ 5,000.00 (2) Endorsements attached thereto including the following or their equivalent - (a) ISO Form CG 25 03 (11/85), Amendment of Limits of Insurance (Designated Project or Premises), describing the subject Contract and specifying the limits as shown above. (b) ISO Form CG 20 10 (10/93), Additional Insured -- Owners, Lessees, or Contractors (Form B), naming the Owner as an additional insured and containing the following statement - "This endorsement also constitutes primary coverage in the event of any occurrence, claim, or suit." C. Automobile Liability Insurance, with - (1) Limits of not less than $1,000,000.00 Combined Single Limit per accident. (2) Coverage applying to any auto. B. Certificate of Insurance, on ACORD 25-S (3/88) Form, or equivalent, filed with the Owner identifying: 1. Owner, as defined in the Construction Contract, as Certificate Holderand Additional Insured. 2. Endorsements, as listed above. (Note: If forms other than ISO forms are used, copies of the nonlSO forms are to be attached to this certificate). 3. Project as defined in the Construction Contract. 4. Cancellation clause of the certificate amended to read, "Should any of the above described policies be canceled before the expiration thereof, the issuing company will mail a notice within thirty (30) days to the certificate holder named." 5. Insurance Companies Providing Coverage- All companies listed must be rated "A-" or better in the Standard and Poor's Solvency Review Guide Property & Casualty (current edition.) 6. The Name, Address, and Telephone Number of The "Producer" - The certificate is to bear an original signature of the Authorized Representative of the Producer. Facsimile or mechanically reproduced signatures will not be accepted. C. Performance Bond and Labor & Material Payment Bond: 1. The Contractor shall furnish the Owner a performance bond, and a labor and a material payment bond each in an amount equal to 100 percent of the Contract sum as security for all obligations arising under the Contract. Such bonds shall - a. Be written on Form AIA Document A312. Where the laws of the state in which the Project is located mandate a statutory payment bond form, such mandated payment bond form shall be used but is to be accompanied by the AIA Document A312 Performance Bond. b. Be issued by a surety company or companies licensed in the state in which the Project is locaed 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. The penal sum obligation assumed by each surety, shall not exceed the authoreation shown in the current revision Of Circular P570 as issued by the United States Treasury Department, i.e., "Treasury List." C. 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. D. The Owner reserves the right to reject any insurance company, policy, endorsement, certificate of insurance, surety company, performance bond, or labor and material payment bond with or without cause. E. The cost of such insurance and such bonds as required above shall be the obligation of the Contractor. 3.2008 5 Getcral Conditions SECTION 12 - HOLD HARMLESS AGREEMENT A. Besides obtaining insurance coverage as required above, the Contractor shall indemnify and save the Owner, the Architect, and their agents and employees harmless from and against any liability, demands, causes of action or claims thereof, whether well founded or otherwise, including the cost of defending the same, for bodily injury to any person whosoever (including the employees of the Owner or the Architect) or damage to property of any person during construction because of the negligence of the Contractor, the subcontractors or materialmen, their agents or employees. B. The Contractor shall be liable to defend the Owner and Architect in any lawsuit filed by any subcontractor or supplier because of the building Project that is the subject matter of this Contract. Where liens have been filed against the Owner's property, this shall include and require the Contractor or his bonding company to obtain lien releases and record them in the appropriate county or local jurisdiction so as to unencumber and provide the Owner with a title free and clear from any liens filed by subcontractors or material suppliers. C. No subcontract shall relieve the Contractor of any of his liability or obligation under the Contract. The Contractor agrees that he is fully responsible to the Owner for acts or omissions of his subcontractors and their materialmen and of persons either directly or indirectly employed by them. SECTION 13 - BUILDERS RISK LOSSES A. The Owner will provide Builder's Risk Insurance or reimburse the Contractor for losses to the Project, described herein, to the extent to which such losses are or would be covered by he Owner's American Protection Insurance Company's "All Risk" insurance policy covering Builders Risk Insurance. Deductible Clause - All claims for loss or expense arising out of one occurrence shall be adjusted as one claim, and from the amount of such adjusted claim, there shall be deducted the sum of: a. $1,000.00 on Projects less than $1,000,000.00. b. $5,000.00 on Projects more than $1,000,000.00. (The deductible amounts are the responsibility of the Contractor or Subcontractor.) 2. Loss Reporting Procedure - All losses requiring reimbursement under this Section shall be reported to the Project Coordinator as soon as practical and always before the beginning of repairs so that details of the loss can be obtained and verified to simplify a prompt loss adjustment. B. Copies of the insurance forms referred to above are available from the Owner at the Brigham Young University Physical Facilities, Construction Section offices. SECTION 14 - PERMITS AND REGULATIONS A. Permits I. The Contractor shall obtain and the Owner shall pay cost of permits necessary for completion of this work. 2. The Contractor shall notify the Project Coordinator and the local jurisdiction of all inspections and secure certificates of occupancy that may be required by authorities having jurisdiction over the work. The Contractor shall deliver these certificates to the Project Coordinator before execution of the Certificate of Substantial Completion. B. Regulations I. The Contractor and others working under his jurisdiction shall do all work according to laws, regulations, and ordinances required by governmental authority or other agencies havingjurisdiction over this work. 2. If the Contractor observes that the Contract is in variance with any laws, rgulations or ordinances, he shall notify the Project Coordinator and shall not proceed unless necessary changes required for compliance with said laws, regulations and ordinances have been made as provided in the General 3.2008 6 General Conditions Conditions, Section 24. The Contractor shall be fully responsible for any work knowingly done contrary to laws, regulations, and ordinances. The Contractor shall fully indemnify the Owner against loss and bear all costs and penalties arising from those violations. SECTION 15 - MEASUREMENTS, SURVEYS, BUILDING LAYOUT & SITE EXAMINATION A. The Owner will be responsible for establishment of lot lines and benchmarks. I B. The Contractor shall be responsible for: I. Laying out the work hereunder on the building site. 2. The proper observance of property lines and set back requirements. 3. The location and layout of buildings as noted in the drawings with respect to the position on the property and elevation in relation to the grade. k i C. If existing conditions shown in the Contract differ materially from those the Contractor encounters in the performance of the work, the Contractor shall immediately notify the Architect and the Owner in writing. i D. The Architect and the Owner shall promptly investigate the reported differing conditions. Ifthey find that such conditions do materially differ and cause an increase or decrease in the Contractor's cost or the time required for performance of any part of the work, the Owner shall make an equitable adjustment by Change Order. E. As the work progresses, the Contractor shall lay out on the forms, or floors, the exact locations of all partitions as a guide to all trades. Subcontractors providing work that is to be placed in connection with walls and/or partitions shall check such locations and immediately notify the Contractor of any conflicts in structure or changes necessary to adapt services, utility lines or equipment required by the Contract. Subcontractors and others failing to make such checks and give notice as outlined above shall be requ'red to assume any costs resulting from their failure to do so. F. Before ordering materials or doing work, the Contractor shall verify all measurements to properly size or fit the work. No extra charge or compensation will be allowed by the Owner resulthg from the Contractor's failure to comply with this requirement. SECTION 16 - INSPECTION OF WORK A. The Architect and the Project Coordinator shall always have full access to all phases of the work. The Contractor shall provide adequate means to simplify inspection by the Architect and Project Coordinator. 1. The Contractor shall notify the Project Coordinator and local authorities twenty-four (24) hours before doing work that covers or otherwise makes it difficult to inspect structural, plumbing, mechanical or electrical work. 2. Should any of the work be covered without proper notifcation having been given to the Project Coordinator and local authorities, the Contractor shall uncover that work for inspection at hisown expense. 3. The Contractor shall schedule the work so an inspectionteam may observe and inspect a maximum part of the mechanical, electrical, and plumbing work in operating condition, before it is covered up. This inspection team will furnish a list of items thatmust be completed to the satisfaction of the Project Coordinator before the work is concealed. SECTION 17 - SUPERVISION & CONSTRUCTION PROCEDURES The Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the work under the Contract. The Contractor shall not change superintendents without the written consent of the Owner. SECTION IS - ARCHITECT'S STATUS AND DECISIONS A. The Architect shall assist the Project Coordinator during the construction period. 3.2003 7 Gowral Conditions I. The Architect will make frequent visits to the site to familiarize himself with the progress and quality of the work and to determine if the work is proceeding according to the Contract and schedule. During periodic visits the Architect may condemn work that fails to conform to the Contract. 2. The Architect shall interpret the conditions of the Contract and be the judge of its performance. He shall use his powers under the Contract to enforce its faithful perlbrmance by the Contractor. The Architect will review shop drawings andprepare Job Instructions. The Architect will conduct inspections with the Project Coordinator to determine the dates of substantial completion and final completion. 3. The Architect's administrative authority shall be exercised through the Project Coordinator, except as otherwise provided in the Contract. 4. Neither the Owner nor the Architect will be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs concerning the work. Neither the Owner nor the Architect will be responsible for failure of the Contractor, subcontractor, material supplier or their employees to carry out the work according to the Contract. B. The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract. SECTION 19 - MATERIAL & EQUIPMENT A. DELIVERY, STORAGE, & HANDLING 1. Materials shall be delivered to the site in original packaging with labels and trademarks intact, and such labels and trademarks shall remain intact until used. All materials, including structural steel and piping, shall be manufactured in the United States of America. 2. The Contractor shall confine his apparatus, storage of materials, and operations of his workers to limits indicated by law, ordinances and permits. The Contractor shall arrange and maintain parking of vehicles and storage of materials within contract limit lines and in an orderly manna leaving all walks, driveways, roads and entrances unencumbered. 3. All equipment on the site shall be protected from physical damage and from the elements by measures satisfactory to the Architect and the Project Coordinator. All rotating equipment shall be rotated four turns weekly during construction. 4. If any material is found not conforming to the Contract, the Contractor shall remove such nonconforming materials at his expense. B. PRODUCT OPTIONS & SUBSTITUTIONS 1. When several materials are specified in the Contract by name for one use, the Contractor may select any one of those so specified. The mixing of different products specified by name for one use is prohibited. 2. Items and material not specified in the Contract and installed it the work shall be removed and replaced by specified items and material at no additional cost to the Owner. No additional time will be added to the Contract for removal or replacement. 3. Wherever words "approved by," "satisfactory to," "submitted to," "inspected by," or similar phrases are used in this specification, they shall be understood to mean that the materialor item referred to shall be approved by, be satisfactory to, submitted to, or inspected by the Architect and the Project Coordinator, SECTION 20 - TEMPORARY CONSTRUCTION FACILITIES A. TEMPORARY ELECTRICITY I. The Contractor shall arrange with the proper authority (State, County, City, Owner, etc.) for all power required by the Contractor during the construction period until the Qrtiticate of Substantial Completion is issued. The Contractor shall bear all costs for these utilities until final acceptance by the Owner. This shall include costs for installation of all equipment, meters, lines, etc., for the use and maintenance of dl utilities. The method of metering, connections, etc., must have the written approval of the body furnishing the utility to the Contractor. The Contractor shall be responsible for all utilities needed for his use during the entire construction period. 2. The Contractor shall provide all temporary wiring, outlets, metering, and associated materials. The temporary electrical system shall comply with local codes and Article 305, "Temporary Wiring," of the National Electrical Code. 3. The Contractor shall provide electrical power to distribution centers only. }�'--flea 8 General Conditions 4. If utility service is available from the Owner's permanent utilities, the Contractor may, by arranging with the Owner and paying for all costs, use these permanent utilities. The Owner assumesno responsibility for damage caused by the Contractor using any of the Owner's utilities due to interruption of services by the Owner, whatever the cause. 5. If electrical utility service is available from the Owner, the cost to the Contractor will be $060 per kilowatt-hour. B. TEMPORARY LIGHTING I. The Contractor shall provide wiring, outlets and fixtures for temporary lighting. 2. The Contractor shall provide pigtails and other lights for all areas within and around the building, sufficient to provide the following intensities: a. All working areas 3 foot candles b. Stairs, landings, ramps 5 foot candles c. Outdoor floodlighting within contract limit lines 3 foot-candles d. All areas involving finish work 30 foot candles C. TEMPORARY HEATING, COOLING & VENTILATING 1. All temporary heating and cooling shall be arranged and paid for by the Contractor. Heating and cooling from the central plant will be charged at $5.00 per million BTUs if available from the Owner. a. Contractor shall install a meter on steam lines to the project. b. Natural gas lines will have a meter installed. Contractor will be charged at current rates. 2. New Additions and New Buildings: a. The Contractor shall be responsible for installation and operation of temporary heating, cooling, and ventilating units including fuel, temporary piping, fittings, wiring, and connections in new additions and new buildings as necessary. b. The Contractor shall be responsible for damage to building and contents caused by cold, heat, and dampness. C. The Contractor shall maintain safe conditions for use of temporary heating, cooling, and ventilating systems including, but not limited to, the following: (1) Operate equipment following the manufacture's instructions. (2) Provide fresh air ventilation required by the equipment manufacturer. (3) Keep temperature of fuel containers stabilized. (4) Secure fuel containers from overturning. (5) Operate equipment away from combustible materials. (6) Provide adequate fire extinguishers. 3. Existing Building: a. Unless otherwise specified, existing facilities may be used, at the Owner's expense, to maintain minimum heating and cooling requirements. Normal setback temperature patterns shall not be interfered with except as specifically required to meet construction requirements. The existing system shall be protected by the Contractor from contamination, construction dust and debris. Filters shall be maintained in a clean condition and replaced with new f+ltes at the completion of construction. 4. Specific heating requirements, unless otherwise specified, include but are not limited to: a. Gypsum Plaster - Uniform minimum temperature of 55 deg F for a week before application of plaster, during plastering operations, and until plaster is dry. b. Gypsum Board - 55 deg F minimum day and night during entire joint treatment operation and until execution of Certificate of Substantial Completion. C. Ceramic Tile - 50 deg F minimum during preparation of mortar bed, laying of the tile, and for 72 hours atter completion of the tile work. d. Acoustical Tile - 70 deg F minimum during setting of the tile. e. Resilient Flooring - 70 deg F ntininuun during application. f Painting - 55 deg F minimum during paintingoperations and until dry. 5. When temporary heating, cooling, or ventilating is no longer required, the Contractor shall dismantle the temporary system and remove it at his own expense. The Contractor shall return permanent mechanical equipment to'like-new' condition for the Substantial Completion Inspection. All warranties will begin at substantial completion regardless of when the equipment was started. 3.2003 9 General Conditions D. TEMPORARY TELEPHONE I. The Contractor shall install ajob telephone at his own expense. Local calls shall be paid for by the Contractor. Long-distance and toll calls shall be paid for by the party making the call. The Project Coordinator and the Architect shall have free and unrestricted use of this telephone concerning this job. Incoming calls shall be promptly answered during working hours. E. TEMPORARY WATER I. The Owner will allow the Contractor usage of existing water facilities required for construction. If additional water is needed which cannot be supplied by existing facilities, theContractor is to pay for installation of all valves, piping and metering, and arrange with the proper authority for connection of the additional water. F. TEMPORARY SANITARY FACILITIES I. The Contractor shall provide and maintain sanitary, temporary toibts. 2. The Contractor shall at all times maintain such facilities clean, neat and sanitary. 3. These temporary toilets shall be connected to the sewer wherever possible. 4. Temporary outside toilets shall be removed at completion of the job. G. SCAFFOLDING AND PLATFORMS 1, The Contractor or his subcontractors shall furnish and maintain all equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes, elevators, etc., as required for proper execution of the work. 2. All apparatus, equipment, and construction shall meet all requirements of labor laws, safety regulations and other applicable State or local laws. 3. Permanent stairs shall be built whenever needed. The Contractor shall providetemporary treads, handrails, and shaft protection as needed or as required by governing codes. H. TREE & PLANT PROTECTION 1. Before commencing site work, the Owner shall build and maintain protective fencing around existing trees and vegetation as identified on the Project drawings. a. Individual trees shall have protective fencing built beyond drip line and to the satisfaction of the Project Coordinator. b. Groups of trees and other vegetation shall have protective fencing built around the entire group to the satisfaction of the Project Coordinator. C. Areas within protective fencing shall remain undisturbed and shall not be used for any purpose. 2. The Contractor shall protect all other trees, shrubs and lawns and all landscape work from damage. Provide guards and covering. If normal sprinkling system is disrupted, the Owner shall hand water all trees and other vegetation affected. 3. Vegetation designated on drawings to be protected that has died or has been damaged beyond repair shall be removed and replaced by the Owner and back charged to the Contractor. Y l l� l u l Zil L7.1:i•/ J, [y Ri�Y 11:x:1,9 When walls and roof are in place, the Contractor shall provide temporary, weather tight enclosures for all exterior openings to protect all work from the weather. Openings into existing structure shall be made weatherproof. PROTECTION FROM SNOW & ICE The Contractor shall remove all snow and ice as may be required for the proper safety, protection and execution of the work. K. BRACING, SHORING, & SHEATHING I. The Contractor shall design, furnish, install, and maintain all shoring, bracing, and sheathing as required for safety and for proper execution of the work and have same removed if required when the work is completed. 3.2008 10 Gencral Conditions L. PROTECTION OF PERSONS I. The Contractor shall provide, install, and maintain all necessary precautions to protect all persons on the site, including members of the public, from injury or harm. Such measures shall include: a. Posting of appropriate warning signs in hazardous areas. b. Providing guardrails, fencing and barricades of adequate heights around all openings in floors or roofs, and around all excavations. All guardrails shall meet all applicable codes. C. Providing warning lights around obstructions, pits, trenches, or similar areas onsite or in adjacent streets, roads, sidewalks, or in the structure itself. d. When use or storage of hazardous materials or equipment is necessary for the execution of the work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. M. PROTECTION FROM WEATHER I. The Contractor shall always provide protection against weather (rain, wind, storm, frost, or heat)and keep all work, materials, apparatus, and fixtures free from damage. At the end of the day's work, all work that might be damaged shall be covered. 2. During cold weather, the Contractor shall protect all work from damage. If low temperatures make it impossible to continue operations safely in spite of cold weather precautions, the Contractor shall cease j work and so notify the Project Coordinator. N. PROTECTION OF EXISTING WORK I. The Contractor shall protect all streets, private roads, and sidewalks, including overhead protection where required, and shall make all necessary repairs to damaged work at his own expense. 2. The Contractor shall provide proper protection of all existing work, furnishings, and fixtures likely to be damaged. When exterior openings are made in existing work, they shall be covered with weather tight protection at the end of the day's work. 3. Before commencing work, the Contractor shall survey the site and note any damage to existing structures including walks, curbs and utilities. Notify the Project Coordinator before proceeding with work. Any damage not noted by the Contractor and Project Coordinator will be repaired by the Contractor. 4. Any work damaged by failure to provide protection shall be removed andreplaced with new work at Contractor's expense. O. FIRE PROTECTION t. The Contractor shall provide at least one approved fire extinguisher in plain sight on each floor at each usable stairway prior to introduction of any combustible materials into thebuilding. 2. Fires shall not be built on the premises except by express consent of Owner. PROTECTION OF ADJACENT PROPERTY I. The Contractor shall provide all necessary protection and support of adjacent property. Q. CONSTRUCTION CLEANING I. The Contractor shall keep premises broom clean during progress of the work. 2. Remove waste materials and rubbish caused by employees, subcontractors, and installing material men. Roads inside and outside the Project shall be cleaned daily when hauling. 3. Before and during the painting and varnishing, clear area where such work is in progress of all debris, rubbish, and building materials that may cause dust. Sweep floors as required and take all possible steps to keep area dust free. R. SURFACE WATER CONTROL I. The Contractor shall protect the excavation, trenches and building from water damage by: a. Providing pumps, equipment and enclosures necessary for such protection. b. Constructing and mainmining temporary drainage and pumping as necesary to keep the site free of water. 2. The cost of water control shall be borne by the Contractor. The Owner may, if promptly notified of adverse underground water conditions, negotiate reasonable financial relief for the Contractor where such conditions could not have been learned from the Soils Engineer's Report, the Contract, or by commonly 3,2003 11 General Conditions known local conditions. S. OFFICES 1. The Contractor shall provide and maintain a weather tight office at the construction site This building is to be located outside of, and well detached from the building under construction. This building shall be the property of the Contractor and shall be removed upon completion of the Project. T. SHEDS AND TRAILERS 1. The Contractor shall provide and maintain neat, weathertight storage sheds or trailers for storage of all materials that might be damaged or affected by weather or moisture. These sheds or trailers shall have wood Floors raised above the ground and will be outside of and well detached from the buildng under construction. They shall be property of the Contractor and shall be removed upon completion of the work. SECTION 21 - TESTING A Testing companies will be selected by the Owner. B. The Owner and/or the Architect reserve the right to have tests made when deemed necessary. C. Tests not specified as part of a trade section shall be paid for by the Owner. D. Should tests reveal a failure of the work to meet Contract requirements, subsequent tests related to the failure shall be paid by the Contractor. E. Tests shall be made according to recognized standards by a competent, independent testing laboratory. F. Materials found defective or not in conformance with the Contract shall be promptly replaced or repaired at the expense of the Contractor. G. Samples required for testing shall be furnished by the Contractor and selected as directed by the Architect or Project Coordinator. SECTION 22 - CUTTING AND PATCHING A. The Contractor shall coordinate all cutting, fitting or patching of work thatmay be required to make the several parts of the work come together properly. The Contractor shall fit it to receive or to be received by other portions of his own work or that of subcontractors as shown or reasonably implied by the Contract for a completed structure. The Contractor shall make proper repair or closure as the Architect or the Project Coordinator may direct. B. Do not endanger any work by cutting or digging. Do not cut or alter work of any section of the specifications without prior consent of the Architect and the Project Coordinator. The Contractor shall give 48-hour "Blue Stake" notice to Project Coordinator and local "Blue Stakes" location center. The Owner shall perform all utility locates inside Campus boundaries. C. Before arrival of Owner's or Contractor's floor covering installers, the Contractor shall prepare and clean Floors in preparation for Floor covering. All holes, cracks and other surface irregularities shall be repaired by the Contractor. SECTION 23 - CONDEMNATION OF WORK A. The Owner or the Architect shall have the right to condemn and require removal of the following at the Contractor's expense: I. Any portions of the work that do not meet the requirmsents of the Contract either in substance or installation. 2. Any portions of the work damaged or rendered unsuitable through installation or resulting from failure to 31003 12 General Condinions properly protect the work. SECTION 24 - CHANGES IN THE WORK A. The Owner may make changes within the general scope of the Contract, includingbut not limited to changes: I. In the Contract. 2. In the method or manner of performance of the work. 3. In the Owner -furnished facilities, equipment, materials, or site. 4. In directing acceleration of the work. B. Any written order from the Owner or Aichitect, which changes the scope of the work, shall be a Change Order. C. FieldChanges- l. The Architect is authorized to order minor changes during the work that will not involve extra cost or time. The Architect, with the concurrence of the Project Coordinator, is authorized to order on -the -spot minor changes to avoid delaying the work. The price of such minor changes will be mutually agreed upon between the Project Coordinator and the Contractor and recorded on a Job Instruction form. The Contractor will proceed with the changed work immediately. These minor field changes will subsequently be included in a Change Order. D. Job Instructions - l. Job Instructions may be issued which ask the Contractor to provide a price for changes in the scop; of the work. The Contractor is to promptly provide costs associated with the changes, including credits for deleting work. Cost breakdowns are to be submitted in sufficient detail to verify that the complete scope of the work is understood by the Contractor, Architect and Project Coordinator. Change Orders - l. Except for emergencies as covered in Section 8, and to avoid delays, no changes in the work shall be made without a written Change Order. The Contractor's proposal shall be the basis of negdiation for the Change Order price and/or time adjustments. 2. If the Owner decides it is necessary to proceed with changed work to avoid delay before prices or times have been negotiated, he may order the Contractor to proceed on a time and materials bas's or on a mutually agreed not -to -exceed price and time extension. This notice to proceed shall be by Job Instruction by the Owner's Representative. Upon receipt of such order, the Contractor shall immediately perform the changed work. The Owner and theContractor will then negotiate the price and/or time when practicable, and a Change Order will be issued. G. When submitting proposals for Change Orders, the Contractor shall furnish a price breakdown itemizing costs as required by the Owner. Unless otherwise directed, the breakdown shall be in sufficient detail to allow an analysis of all material, labor, equipment, overhead costs and profit, and shall cover all work involved in the change, whether such work was deleted or added. Any amount claimed forsubcontractors shall be supported by a similar price breakdown. In addition, if the proposal includes a time extension, ajustification shall be furnished. The proposal, with the price breakdown and time extension justification, shall be furnished withn fourteen (14) days of the date that the first request was made by the Owner's Representative. 1. In such proposals, profit and overhead shall be computed as follows: a. The Subcontractor's profit and overhead shall not exceed 15% of total direct costs. b. The Contractor's profit and overhead on work done by his own crews shall not exceed 15% of total direct costs. C. The Contractor's profit and overhead on work performed by subcontractors shall not exceed 5% of total direct costs. d. The subcontractor's profit and overhead on work performed by any of his subcontractors shall not exceed 5% of total direct costs. Contractor's profit and overhead will not exceed 5% of those costs. e. On credit changes, profit and overhead on the originally estimated work wil not have to be returned to the Owner. f. No supervision costs, office managerial costs or office expenses can be added to Change Orders, H. Upon signing a Change Order, the Contractor releases the Owner from any further claim for money or time 3.2003 13 General Conditions because of the changed work. SECTION 25 - CLAIMS FOR EXTRA COST A. If the Contractor intends to assert any additional claim for equitable adjustment of cost or time, he must, within fourteen (14) calendar days of such events or circumstances, submit to the Archtect and the Owner a written statement of the nature and monetary extent of such claim. If a mutually acceptable settlement of the claim cannot be reached within a reasonable time, the parties to the Contract shall handle the matter as a dispute under Section 27 "DISPUTES." SECTION 26 - DELAYS AND EXTENSION OF TIME A. All time limits stated in the Contract are of the essence. B. If the Contractor is delayed any time during the progress of the work because of labor disputes, abnormal weather, unusual delays in transportation, or any other causes beyond the Contractor's control, the Contractor may be given additional time to complete the work by Change Order. 1. All requests for time extensions shall be made in writing to the Project Coordinator. a. Claims for time extension due to abnormal weather shall be made within fourteen (14) days of the abnormal weather. b. Claims made beyond these time limits shall be void. 2. Requests for time extensions shall be fully documented by including copies of dtily logs, letters, shipping orders, delivery tickets and other supporting information. 3. In case of a continuing cause of delay only one claim is necessary. SECTION 27 - DISPUTES A. Except as otherwise provided in the Contract, any dispute concerning a question of fact arising under this Contract that is not disposed of by agreement shall be decided by the Owner's Representative (as represented by the University Operations Managing Director/Brigham Young University[daho). The decision shall be rendered in writing and mailed or otherwise given to the Contractor. If the decision is not agreeable to the Contractor, the Contractor will, within fourteen (14) days of the decision, mail or otherwise furnish to the Owner's Representative a written appeal addressed to the Architect. The decision of the Architect shall be final and conclusive as far as the Owner is concerned. SECTION 28 - CORRECTION & WARRANTY OF WORK A. The Contractor shall promptly correct any work that fails to conform to the requirements of the Contract during the progress of the work. The Contractor shall remedy any defects due to faulty materials, equipment or construction that appears within one year from substantial completion of the Contract or within such longer periods as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract. The Contractor shall promptly correct all faulty work or pay all costs of correcting the faulty work. SECTION 29 - OWNER'S RICHT TO DO WORK A. If the Contractor defaults or neglects to carry out the work according to the Contract or fails to perform any provision of the Contract, the Owner may, after providing seven days written notice to the Contractor and without prejudice to any other remedy he may hate, make good such deficiencies. In such case, an appropriate Change Order will be issued deducting from the payments then or after that due the Contractor the cost of correcting such deficiencies, including the cost of the Architect's additional servicesmade necessary by such default, neglect, or failure. If the payments then or after that due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Architect must concur with both such action and the amount charged to the Contractor. SECTION 30 - CONTRACTOR'S PAY REQUEST A. The Contractor shall submit to the Project Coordinator a monthly payment request based on the estimated value 3.2003 14 General Conditions of the work completed and materials on the site as of thatdate. The payment request shall be on a form provided by the Project Coordinator. Such estimates shall be based on the schedule of values submitted by the Contractor. The Contractor warrants that title to all work, materials and equipment covered by thepayment request, whether incorporated in the Project or not, will pass to the Owner upon the receipt of such payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances. The Project Coordinator may audit Contractor payments to subcontractors or suppliers anytime during the Project. SECTION 31 - PAYMENTS TO CONTRACTOR A. Upon approval of the Contractor's monthly payment request, the Owner will, within fourteen (14) days after receipt of said certification, mail to the Contractor a sum equal to 95% of the amount requested, less previous payment thereon. The retention that is withheld by the Owner will be placed in an interestbearing account and paid to the Contractor after the project is completed and accepted by the Owner. B. Upon receipt of a payment by the Owner, the Contractor shall pay each subcontractor within fourteen (14) calendar days, the amount allowed to the Contractor for the subcontractor's work. C. The Contractor's monthly estimate, which shall slow the amount paid under the subcontract, shall be made available to the Project Coordinator for examination. Full and final payment of the Contract sum shall be made within thirty (30) days of the completion of the following requirements: 1. The Architect's and Owner's written acceptance of the work. 2. Payment of all labor and material bills, and receipt of all final lien waivers or lien releases from all subcontractors, mechanics and suppliers. 3. No payment made under this Contract, either wholly orin part, shall be construed to be an acceptance of defective or improper materials or construction. E. A schedule of dollar values shall be submitted to the Architect and the Owner not less than fourteen (14) days before first payment request, and shall be a condition precedent to processing the first payment. F. The schedule of values shall be submitted on the Owner's standard payment request form. 1. This breakdown shall follow the trade divisions of the specification. Each item there under shall hclude its pro rata part of overhead and profit so that the sum of the items will equal the Contract price. 2. The breakdown will correspond exactly to items of work in the Project schedule including work of sub contractors. SECTION 32 - PAYMENTS WITHHELD A. Payments may be withheld from the Contractor by the Owner to protect the Owner from loss due to: 1. Defective work not remedied. 2. Liens or claims filed or reasonable evidence of probable filing. 3. The Contractor's failure to promptly pay subcontractors for labor and materials accepted by the Contractor. 4. The Architect's or the Project Coordinator's reasonable doubt that the Project can be completed for the unpaid balance of the Contract price. 5. Damage to another contractor. 6. Failure to maintain scheduled progress. B. Upon satisfactory correction of the above conditions, withheld payments will be made. SECTION 33 - CONTRACTOR RESPONSIBILITY A. The Contractor is fully responsible for the Project and all materials and work until the Owner has accepted the completed Project in writing. The Contractor shall replace or repair, at his own expense, any materials or work damaged or stolen even if the Contractor has received payment for the work or materials. B. By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the work is to be performed, and correlated his observations with the 12008 15 General Conditions requirements of the Contract. C. The Contractor shall employ a competent superintendent satisfactory to the Architect and the Owner. The superintendent shall be present at the Project site during the progress of the work. This superintendent shall not be changed, except with the prior consent of the Project Coordinator, unless the superintendent ceases to be in the Contractor's employment. The replacement superintendent shall also be subject to these conditions. The superintendent shall represent the Contractor, and all communications given to the supeintendent shall be as binding as if given to the Contractor. D. The Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Owner and the Architect. E. The Contractor shall forward all communications to the Project Coordinator. F. Unless otherwise directed, the Contractor shall, within two (2) hours after the bidopening, furnish the Architect and the Owner a list of the proposed subcontractors who will be working on the Project. The Owner will notify the Contractor in writing if any of the listed subcontractors are unacceptable. G. The Contractor shall not contract with any subcontractor who has been rejected by the Owner or the Architect. The Contractor will not be required to contract with any subcontractor, person or organization against whom he has a reasonable objection if such objection is made before the bid opening. The Contractor is not to use or accept any bid from a subcontractor unless the Contractor is willing and able to work with that subcontractor. H. If the Owner or the Architect requires a change of any proposed subcontractor or person or organization previously accepted by them, the Contract sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. The Contractor shall not make any substitution of a subcontrTtor who has been accepted by the Owner and the Architect unless the substitution is accepted in writing by the Owner and the Architect. J. All damage or loss to any property caused in whole or in part by the Contractor, any subcontractor, or by anyone directly or indirectly employed by any of them or by anyone for whose acts they may be liable, shall be remedied by the Contractor at no cost to the Owner. K. The Contractor shall be solely responsible for initiating and supervising all safety programs inchding, but not limited to: 1. All persons on the site, including the public. 2. All conditions specified in this contract. 3. All conditions required by codes and/or governmental regulations including OSHA. SECTION 34 - SUBCONTRACTORS A. The Contractor's responsibility for this Project includes the work of all subcontractors and material men, including those recommended or approved by the Owner. The Contractor shall be held responsible to the Owner for proper completion and guarantee of all construction and materials under subcontracts and for the acts and omissions of his subcontractors or their employees. Any warranties required for such work shall be obtained by the Contractor in favor of the Owner and delivered to the Owner. It is expressly undersood and agreed that there is no contractual relationship between the Owner and any subcontractor, and under no circumstances shall the Owner be responsible for the nonperformance or financial failure of any subcontractor, The Contractor shall require each subcontractor to agree: 1. To be bound by terms of the Contract as far as applicable to his work. 2. To assume toward the Contractor the same obligations the Contractor has assumed toward the Owner, including the prompt payment of his employees and naterial men affected by this work. 3. To submit his applications for payment to the Connector in time to allow the Contractor to make timely application to the Owner. 3.2008 16 General Conditions 4. To execute claim or lien releases or lien waivers as requested by the Contractor forpayments made by the Contractor. 5. To make all claims for extra work done or for extensions of time to the Contractor in the same manner the Contractor is to make this type of claim to the Owner. C. The Contractor agrees in his relationship with the suboontractors: I. To bind himself to the subcontractors by all the obligations that the Owner assumes to the Contractor. 2. To pay the subcontractors within fourteen (14) calendar days upon receipt of payment from the Owner that portion of the funds received as represents the subcontractor's portion of the work completed to the Contractor's satisfaction for which payment was made by the Owner. SECTION 35 - LOCKOUTITAGOUT, CONFINED SPACE AND HAZARD COMMUNICATION PROGRAMS A. The Contractor and the subcontractors will have a written "LockouUTagout" program. A copy of this program will be submitted to the Project Coordinator. B. The Contractor and the subcontractors will inform their employees of the Owner's LockouUTagout Program. Copies of this program are available from the Project Coordinator. C. The Contractor and subcontractors shall evaluate all work places to determine if any spaces are permit -required -confined spaces. (See 29 CFR 1910.146, Appendix A, Decision Flow Chart.) If the workplace contains permit spaces, the Contractor shall inform exposed employees by posting danger signs. (VOTE: A sign reading DANGER --PERMIT REQUIRED CONFINED SPACE, DO NOT ENTER, or similar language would satisfy this requirement.) If the Contractor decides that its onployees will enter permit spaces, the Contractor shall carry out a written confined space program. The written program shall be made available to exposed employees and submitted to the Project Coordinator. The confined space program shall inform the employee that the workplace contains confined spaces that require a permit to enter those spaces. The Contractor shall identify the hazards that may be encountered in the confined space. The Contractor shall specify any precautions or procedures required for the protection of employees in or near confined spaces. D. Besides complying with the confined space requirements that apply to all employers, the Contractor shall: I. Obtain any available information regarding permit space hazards and entry operations 2. Coordinate entry operations when both contractor and subcontractor personnel will be working in or near permit spaces. E. Copies of the Owner's Confined Space Program are available from the Project Coordinator. F. The Contractor shall inform the Project Coordinator of the methods they will use to inform all employees on the site of any precautionary measures that need to be taken for protection during the workplace's normal and emergency operating conditions. The Contractor will specify the methodsto inform the employees of the labeling system for hazardous materials. The Contractor may rely on an existing hazard communication program to comply with these requirements if it is current with OSHA regulations. G. The employer shall make the writtenhazard coin in unication program available to employees and the Project Coordinator. H. Copies of the Owner's Hazard Communication Program are available from the Project Coordinator. SECTION 36 - OWNER'S RIGHT TO CANCEL CONTRACT A. The Contractor shall give the Owner at least twenty one (2 1) calendar days' written notice before filing any petition for bankruptcy. The Contractor shall be in material breach of the Contract if the Contractor fails to give this notice. Should the Contractor make a genual assignnnent for the benefit of his creditors, or if he should persistently 3.1008 17 General Conditions refuse or fail to apply enough properly -skilled workers or proper materials to correctly execute the work, or if he should fail to make prompt payment to the subcontractors or maerial men for accepted material or labor, or constantly disregard laws, ordinances or instructions of the Architect and the Owner, or otherwise be guilty of substantial violation of any provision of the Contract, then the Owner may, without any prejudiceto any other right or remedy and after giving the Contractor seven (7) day's written notice, terminate employment of the Contractor and take possession of the premises and all materials, tools and appliances thereon, and finish the work by whatever method the Owner deems expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the Contract price exceeds the expense of finishing the work, including compensation for addtional administrative services, such excess shall be paid to the Contractor. If such expense shall exceed the unpaid balance, the Contractor shall pay the difference to the Owner. i i SECTION 37 - CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT i A. If the work should be stopped under an order of any court, or other public authority for thirty (30) days, or the Owner shall fail to pay the Contractor within thirty (30) days of receipt of a properly prepared and completed j payment request, then the Contractor may, on seven (7) days written notice to the Owner and the Architect, terminate this Contract and recover from the Owner the percentage of the Contract price represented by the work completed as of the date of termination with any loss sustained whth can be established. SECTION 38 - SEPARATE CONTRACTS A. The Owner reserves the right to award separate contracts concerning other portions of the Project under these or similar conditions of the Contract to other contractors. B. The Contractor shall afford separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his work with theirs. C. If any part of the Contractor's workdepends upon the work of another separate contractor, the Contractor shall inspect and promptly report to the Project Coordinator any apparent discrepancies or defects in such work that render it unsuitable for proper execution and results. Failure of theContractor to inspect the work is an acceptance of the work of the separate contractor unless defects develop in the other separate contractor's work after the execution of the Contractor's work. SECTION 39 - ASSIGNMENT A. The Contractor shall not assign or sublet this Contract or any part of it or any monies due him without prior written consent of the Owner. SECTION 40 - LIQUIDATED DAMAGES A. For each calendar day the work, or any portion that remains incomplete after the expiration of the timelimit set in the Contract or by Change Order, the amount per calendar day shown in the Supplementary Conditions will be deducted from the money due or to become due to the Contractor, not as a penalty, but as liquidated damages and added expense including administrative and inspection cost. B. At the time of substantial completion, and after the meeting to certify substantial completion, the Owner, Architect and Contractor shall agree upon the time that will be allowed for the Contractor to complete the remaining work on the Project. If the Contractor does not complete the work within the agreed time, the liquidated damages will continue at a reduced amount as stated in the Supplementary Conditions. The liquidated damages shall be in full force and effect, not as a penalty but as liquidated damages for each additional calendar day it takes to complete the Project. If liquidated damages are required, they shall be accrued and deducted from the money due Ilse Contractor, SECTION 41 - ACCELERATION OF WORK 3.2008 18 General Conditions A. If, in thejudgment of the Architect or the Owner, it becomes necessary at any time to accelerate the work or part of it, the Contractor shall deploy the workers in such portions of the Project to enable others to properly engage and carry on their work. If circumstances require that the entire work or a portion of it be completed at a date earlier than the Contract completion date as adjusted by Change Orders, the Contractor shall increase his forces, equipment, hours of work, or number of shifts, and shall speed delivery of materials to meet the altered completion date or dates ordered or directed. Any increase in cost to the Contractor according to such orders or directives will be adjusted by Change Order, B. If the work is behind schedule and the rate of placement of work is inadequate to regain scheduled progress, the Contractor shall immediately take action to ensure timely completion of the work. I. This shall be accomplished by any one or a combination of the following or othersuitable measures: a. An increase in working forces. b. An increase in equipment or tools. C. An increase in hours of work or number of shifts. d. Expediting delivery of materials. 2. The Contractor shall notify the Project Coordinator of specific measures taken or planned to increase the rate of progress with an estimate of when scheduled progress will be regained. 3. Acceleration of work will continue until scheduled progress is regained. Scheduled progress shall be established from the latest revised and approved Project schedule for the job. 4. Timely completion will be understood as the Contract completion date as revised by all time extensions. 5. The Contractor shall not be entitled to additional compensation forefforts to regain scheduled progress. SECTION 42 - CONTRACTOR'S QUALITY CONTROL A. MATERIAL QUALITY 1. Materials incorporated into the Project shall be new except as otherwise indicated in the specifications. Materials shall be of specified quality and furnishedin sufficient quantity to simplify proper and timely execution of the work. 2. The Contractor shall furnish evidence of the quality of materials incorporated into the Project as required by the Contract or at request of the Architect or the Project Coordinator. 3. Materials not meeting requirements of the Contract shall be removed from the Project and replaced with materials meeting the Contract requirements by the Contractor at no additional expense to the Owner. B. ASBESTOS 1. The Contract has been prepared following generally accepted professional architectural and engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this Project. Notify the Project Coordinator immediately for instructions if: a. Materials containing asbestos are brought to the site for inclusion in the work. b. Asbestos materials are encountered in any existing structures upon which work is being done. 2. At the Architect's direction and with the Owner's approval, an independent testinglaboratory will perform testing procedures on suspect materials at Owner's expense. 3. The Contractor shall certify, based upon his best knowledge, information, inspection and belief, that no building materials containing asbestos was used in the construaion of the Project. Submit certification on form provided by the Owner. SECTION 43 - TEMPORARY OR TRIAL USAGE OF ANY MECHANICAL DEVICES A. Temporary or trial usage by the Owner of mechanical devices, machinery, apparatus, equipment or other work or materials supplied under this Contract before written acceptance by the Owner shall not be construed as evidence of the Owner's acceptance. SECTION 44 - PROJECT CLOSEOUT A. FINAL CLEANING I. Upon completion of the work, the Contractor shall removeall tools, scaffolding, surplus materials and all 3.2008 19 General Conditions rubbish from under and about the building. The Contractor shall leave the building clean and habitable, having thoroughly swept or vacuumed floors, cleaned windows and dusted flat surfaces such as cabinet tops and windowsills. 2. Besides general cleaning noted above, the Contractor shall do the following special cleaning for all trades at the completion of the work: a. Remove putty or caulking stains from glass. Wash and polish inside and outside, exerdsing care not to scratch glass. b. Remove marks, stains, fingerprints, other soil and dirt from painted, decorated and stained work. C. Clean and polish woodwork. d. Clean and polish hardware for all trades. This shall include removal of stains, dust, dit, paint and other similar materials. e. Remove spots, soil and paint. Wash tile work. f Clean fixtures and equipment, and remove stains, paint, dirt and dust. g. Remove temporary floor protection and clean floors. Spray buff resilient flooring. h. Clean exterior and interior metal surfaces, including doors and wirdows, required to have polished finishes. Remove oils, stains, dust, and dirt. Polish surfaces, leaving them without fingeprints or other blemishes. 3. If the Contractor fails to clean up, the Owner may do so and the cost will be withheld from the Contractor's final payment. B. PROJECT RECORD DOCUMENTS 1. The Contractor shall deliver to the Architect before the substantial completion inspection: a. Accurate "Record" drawings. b. Certificates of occupancy that may be required by authorities having jurisdiction over the work. C. OPERATING & MAINTENANCE DATA 1. Before execution of the certificate of substantial completion, the Contractor shall furnish the operating instructions and maintenance manuals as called for in the Contract. D. WARRANTIES & GUARANTEES I. When written guarantees beyond one year after substantial completion are required of any section of the work, the Contractor shall secure such guarantees properly addressed and signed and in favor of the Owner. These documents shall be delivered to the Project Coordinator upon substantial completion of the Contractor's work and before execution of the certificate of substantial completion. 2. Delivery of guarantees and warranties shall not relieve the Contractor from any obligation assumed under any other provisions of his contract. 3. Nothing within the Contract intends or implies that guarantees shall apply to work abused or neglected by the Owner. E. PRE -SUBSTANTIAL, SUBSTANTIAL, & FINAL COMPLETION INSPECTIONS I. Pre -Substantial Completion Inspection: a. Upon the Contractor's request and if the request is accompanied by a punch list prepared by the Contractor, the Project Coordinator and the Architect will make inspections and furnish a list of additional items to be corrected or completed by the Contractor. b. The Contractor shall notify the Project Coordinator when items have been corrected or completed. Upon the Project Coordinator's verification of correction, the Project Coordinator will arrange a substantial completion inspection to include the Owner, Architect, engineers and college representatives. 2. Substantial Completion Inspection: a. At the substantial completion inspection, unless the workis rejected, the Owner, Architect, and Contractor will execute a certificate of substantial completion that states the dates for: (I) User occupancy, (2) Commencement of warranties, (3) Final completion inspection, (4) Modifications to the amount assessed for liquidated damages. b. After inspection, the Architect will furnish a final list of items to be corrected. C. The Owner, Architect and Connector will decide how much time is to be allowed for completion of 32003 20 General Conditions the items. Final Completion Inspection: a. Final Completion Inspection will ensure that all deficiencies noted at the substantial completion inspection have been corrected. b. When all items have been corrected, the Project Coordinator will process the final payment. C. If all items have not been corrected as agreed, the Owner may elect to complete the work under provisions of Section 29 of the General Conditions. d. All lien waivers and releases are to be submitted before final payment can be made. SECTION 45 - OWNER -PURCHASED MATERIALS AND EQUIPMENT A. The Owner desires to purchase certain materials, which will be utilized in the work. Contractor's duties with respect to Owner -purchased materials are: 1. Scheduling. The Contractor shall furnish the Owner with a schedule of does on which the Contractor requires delivery of Owner -purchased materials. The Owner will arrange for the materials to be delivered to the construction site on or before the specified dates. If delivery dates are changed, rescheduled, or otherwise varied from the original schedule, the Contractor shall notify the Owner in writing of delivery date rescheduling and the Contractor shall coordinate the delivery of the Owner -purchased materials directly with the supplier or material man. 2. Pre -Installation Inspection. The Contractor shall be responsible for receiving, inspecting and storing all Owner -purchased materials until they are needed for installation by the Contractor. Regardless of any inspection performed by the Owner of the Ownerpurchased materials, the Contractor shall be responsible for inspecting the Owner -purchased materials to determine suitability, quality and conformance with specifications before installation or at such other time as the Contractor may desire in order to avoid interruptions and delays in the progress of the Project. The Contractor shall reject any material which does not meet specifications or which appears to have any defect, which may make the material unsuitable for use in the Project. The Contractor shall notify the Owner and the manufacturer or supplier of all defects and assist the Owner in arranging for the repair, replacement or correction of the defective condition. The Contractor shall not be entitled to an extension of any deadline or completion date, which results from failure to discover defects, which the Contractor should have discovered through an inspection. 3. Defective Materials. The Contractor acknowledges that use of improper or defective material may result in costs and damages to the Owner in excess of the value of the materials; that after use in the Project it may be difficult or impossible to inspect the material to determine the cause of any failure; and that in the event of the failure of material there may be a question as to the cause of tle failure. Because the Contractor's employees will be the last to handle and inspect material prior to incorporation into the Project, the Contractor will be liable to the Owner for damages resulting from failure of OwneFpurchased materials during the Contractor's warranty period specified herein from any cause whatsoever unless the Contractor provides clear and convincing proof that (1) the entire loss from a failure is covered by a valid manufacturer's or supplier's warranty, or (2) the Contractor couldnot have prevented the failure by complying with the requirements of this Section concerning OwneFpurchased materials. 4. Claims. The Contractor agrees to assist the Owner to present claims to manufacturers and suppliers for defects in Owner -purchased materials. Where there is any question as to the division of liability between the Contractor and a manufacturer or vendor, the Contractor shall provide all relevant information in the Contractor's possession, which may aid the Owner in determining the diusion of responsibility. The Owner shall have final approval of any proposed adjustment or settlement of warranty claims. 5. Implied Warranties. The benefit or contractual and implied warranties with respect to OwneFpurchased materials shall run to the Owner and not to the Contractor. 6. Unloading. Except as otherwise provided herein, the Contractor shall be responsible for unloading all Owner -purchased materials and verifying delivery amounts to the Owner. 7. Custody and Security. The Contractor shall use reasonable care in protecting Owner -purchased materials from loss, deterioration, damage, theft, vandalism or destruction. 8. Reports. At Owner's request, the Contractor shall furnish reports to the Project Coordinator demonstrating the Conuactor� compliance with this Section. 9. Retained Ownership. All materials purchased by the Owner which remain after completion of the Project shall be the property of the Owner. If the Owner does not wish to retain or dispose of surplus OwneF 3.2008 21 General Conditions purchased materials, the Contractor shall remove and dispose of them. 10. Rights of Ownership. None of the foregoing duties of the Contractor with respect to Ownerpurchased materials shall prevent the Owner from exercising any prerogative of ownership of the materials. 3.2008 22 General Conditions BRIGHAM YOUNG UNIVERSITY -IDAHO PHYSICAL FACILITIES DEPARTMENT REXBURG, ID 83460-8205 SHORT FORM CONTRACT °, Contract Date: Project No.: Work Order No: (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): A. IDENTIFICATION OF CONTRACT DOCUMENTS: Furnish all labor and materials to do work as contained in the plans and specifications entitled " " dated , and prepared by . The Church of Jesus Christ of Latter-day Saints Brigham Young University -Idaho Standard Contract Requirements are a part of this contract. B. COMPENSATION: Total compensation for the above work shall be $ C. TIME OF COMPLETION: The work shall be completed on or before D. OWNER'S REPRESENTATIVE IS: Charles N. Andersen E, CONTRACTOR'S REPRESENTATIVE IS: 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. URIGHAM YOUNG UNIVERISTY-IDAHO DATE CONTRACTOR DATE PHYSICAL FACILITIES DIRECTOR DATE DISTRIBUTION: I Contractor 2, Owner's Representative 3, Purchasing 2/2004 TI IE Cl IURCI101" JESUS Cl HUST OF LAI I ER -DAY SAINTS CI IURCII EDUCA"IIONAL SYSTEbI CONTRACT CONTRACT AT BYU-IDAHO Project No: Work Order No: Account No: THIS CONTRACT, made and executed as of the ?????????, by and between BYU-IDAHO, a non-profit Utah corporation of Rexburg, Idaho (hereinafter referred to as "Owner"), and ...... ?????? (hereinafter referred to as "Contractor"). WITNESSETH: That for and in consideration of the payments hereinafter specified to be paid by the Owner to the Contractor and the covenants and agreement herein contained to be kept and performed by the parties hereto, the Contractor agrees to the construction of the Spori Replacement Building 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 L THE IDENTIFICATION OF CONTRACT DOCUMENTS A. The Plans entitled "???" were prepared by ??? and approved by Charles N. Andersen, Director of Physical Facilities at BYU-Idaho, on ???. B. The Specifications entitled "???" were prepared by ?T?, and approved by Charles N. Andersen, Director of Physical Facilities at BYU-Idaho, on ???. C. Addendum Number One, dated ??? D. Addendum Number Two, dated ??'? 2/2004 Long Form Contract E. Addendum Number Three, dated ??? F. Addendum Number Four, dated ??? G. The Church of Jesus Christ of Latter-day Saints Standard Contract Documents are a part of this Contract (including the Supplementary Conditions). } ARTICLE II. THE CONTRACT SUM i The Owner agrees to pay to the Contractor, in'accordance with the terms hereof, the following: (spell out ------------------------------------------------------------------------------------------------------------- ou Base Bid $??? Alt. 1 If any Alt. 2 If any Total $??? The Contractor agrees to accept a total of (spell out ----------------------------------------{$) as full compensation for performing his obligation under the contract. ARTICLE III. DATE OF COMPLETION The Contractor agrees to complete the work required by the Contract on or before midnight???. Time is hereby expressly declared to be of the essence of the contract. ARTICLE IV. THE CONTRACTOR'S REPRESENTATIVE The Contractor's Representative is ??? ARTICLE V. THE OWNER'S REPRESENTATIVE The Owner's Representative is Charles N. Andersen 2/2003 Long Form Contract SUPPLEMENTARY CONDITIONS --Computer Center Improvements to Kimball/Smith Bldgs. 1.1 -COMMENCEMENT, PROSECUTION & COMPLETION OF THE WORK A. The Contractor shall be required to commence work 21 May 2008 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 midnight19 August 2005. D. Time is hereby expressly declared to be of the essence of theContract. LI 1.2 - LIQUIDATED DAMAGES A. The amount agreed upon and established as liquidated damages up to substantial completion is$1500.00 per calendar day. B. At the time of substantial completion the Owner and the Contractor will agree on how much tine will be allowed for the Contractor to complete the remaining work. If the Contractor exceeds the time allowed, liquidated damages will continue at one third (1/3) of the amount of the original liquidated damages of $1500.00 per calendar day. 10/6,99 I Supplcmcnlary Conditions SPECIAL INSPECTIONS GENERAL CONDITIONS ARTICLE 1 V TESTING FIRM'S SRVICES i i 1.1 ESSENTIAL SERVICES REQUIRED: 1.1.1 Services will consist of field and laboratory quality control testing services on BYU-Idaho Projects as circumstances, special qualifications, or Building Codes (Chapter 17) may require. 1.1.2 The types of services required may be anticipated to be soils tests pertaining to compaction, concrete, quality control, special masonry inspection, visual welding inspection, structural steel and bolting inspection, spray on fireproofing, and asphalt paving quality control and all other tests that may become necessary and as listed in your proposal. 1.1.3 The ability to respond to calls for testing, with 24 hours notice, is required. 1.2 GENERAL RESPONSIBILITIES: 1.2.1 The TESTING FIRM agrees to endeavor to strictly conform to and be bound by budgetary considerations and memoranda of policy furnished to it by the OWNER and further agrees to perform work in strict compliance with all applicable laws, codes and industry standards. 1.2.2 The TESTING FIRM agrees to provide qualified and/or certified technicians for the performance of the work under this agreement. 1.2.3 The TESTING FIRM will produce written test results and distribute them per OWNER instructions. Test results shall be available within 24 hours of the test performed. 1.2.4 The TESTING FIRM will provide general liability insurance in the amount of $500,000.00. 1.2.5 All testing requested by the Contractor for his use and convenience is not part of the Agreement. 1.2.6 The TESTING FIRM will furnish to the OWNER documentation for all failed tests and their associated costs. ARTICLE 2 THE OWNER'S RESPONSIBILITIES 2.1 The OWNER shall provide full information regarding the testing requirements for each project. Testing Services will be described for each separate project, including the name and location of the project, the testing services' budget, and the testing services' schedule, and the name of the OWNER's representative, in an Authorization to Proceed, issued by the OWNER. 2.2 The OWNER shall designate a representative authorized to act in his behalf with respect to the project. Coordinate your testing services through the contact person listed on the Authorization To Proceed. 2.3 The OWNER shall furnish required information required as expeditiously as necessary for the orderly progress of the work and the TESTING FIRM shall be entitled to rely upon the accuracy and completeness thereof. ARTICLE 3 PAYMENTS TO THE TESTING FIRM 3.1 Payments under this agreement shall be made monthly upon presentation of the TESTING FIRM's statement of services rendered. 3.2.1 The TESTING FIRM's statement of services shall follow the outline of the Proposal dated October 25, 2002. Submit one (1) original. Include an itemized statement including names of employees, hours worked and hourly rates, and/or the amount of each test. ARTICLE 4 TESTING FIRM'S ACCOUNTING RECORDS 4.1 Records of the TESTING FIRM's time, consultants, and reimbursable expenses pertaining to the project shall be kept on a generally recognized accounting basis and shall be available to the OWNER upon request. ARTICLE 5 TERMINATION OF AGREEMENT 5.1 This Agreement may be terminated by either party upon ten (10) days' written notice should the other party fail substantially to perform in accordance with its terms through no fault of the other. In the even of termination due to fault of others than the TESTING FIRM, the TESTING FIRM shall be paid for its time, j cost of materials, plus allowable expenses for services performed to termination date. ARTICLE 6 SUCCESSORS AND ASSIGNS 6.1 The OWNER and the TESTING FIRM, respectively, bind themselves, their partners, successors, assigns and legal representatives to the other party to this Agreement and to the partners, successors, assigns and legal representatives of such other party with respect to all covenants of this Agreement. Neither the OWNER nor the TESTING FIRM shall assign, sublet or transfer any interest in this Agreement. 7)#2£®7 \(\\)� !(};! |!i\ƒ \{)! ;!!\ ,EE_ )}|\ r ! 2 E ! ! m \ \ k \ SOV SCHEDULE OF VALUES Job: Date: Spec p DescriptionSCha .. -. _. / Comp. us Value Change Order _ - Revised Contract Previous Months _ _. This Month _ Total Earned Balance to Complete 1. .. Page 1 of 1 DIVISION 01 -GENERAL REQUIREMENTS 111000 SUMMARY 011100 SUMMARYOFWORK 011200 MULTIPLE CONTRACT SUMMARY 01 1400 WORK RESTRICTIONS 112000 PRICE AND PAYMENT PROCEDURES 012900 PAYMENT PROCEDURES 113000 ADMINISTRATIVE REQUIREMENTS 01 3100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS DOCUMENTATION 013300 SUBMITTAL PROCEDURES 013500 SPECIAL PROCEDURES 114000 QUALITY REQUIREMENTS 014100 REGULATORY REQUIREMENTS 014200 REFERENCES 014300 QUALITY ASSURANCE 014500 QUALITY CONTROL X15000 TEMPORARY FACILITIES AND CONTROLS 015100 TEMPORARY UTILITIES 01 5200 CONSTRUCTION FACILITIES 015400 CONSTRUCTION AIDS 015500 VEHICULAR ACCESS AND PARKING 015600 TEMPORARY BARRIERS AND ENCLOSURES 01 5700 TEMPORARY CONTROLS 01 5800 PROJECT IDENTIFICATION 16000 PRODUCT REQUIREMENTS 01 6100 COMMON PRODUCT REQUIREMENTS 016200 PRODUCT OPTIONS 016400 OWNER•FURNISHED PRODUCTS 016500 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS 17000 EXECUTION AND CLOSEOUT REQUIREMENTS 017300 EXECUTION 017400 CLEANING AND WASTE MANAGEMENT 017700 CLOSEOUT PROCEDURES 017800 CLOSEOUT SUBMITTALS END OF TABLE OF CONTENTS 'OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 0000- 1 :IMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 01 1100 SUMMARY OF WORK WORK COVERED BY CONTRACT DOCUMENTS: A. Provisions contained in Division 01 apply to Sections of Divisions 02 through 49 of Specifications. Instructions contained in Specifications are directed to Contractor. Unless specifically provided otherwise, obligations set forth in Contract Documents are obligations of Contractor. Contractor will furnish total labor, materials, equipment, and services necessary to perform The Work in accordance with Contract Documents. WORK BY OWNER: A. Owner will furnish and install some portions of The Work with its own forces. Contractor will be provided with schedule of when these items are to be performed. 1. General: a. Complete work necessary to accommodate work to be performed by Owner before scheduled date for performance of such work. Contractor will be back charged for actual expenses incurred by Owner for failure to timely complete such work. b. Store and protect completed work provided by Owner until date of Substantial Completion. 2. Work furnished and installed by Owner include, but are not limited to, following: a. Mechanical equipment enclosure, fencing, and concrete pads located south of the Smith Building near the Manwaring Center. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 1100-1 JMBALL & SMITH BUILDINGS SUMMARY OF WORK SECTION 01 1200 MULTIPLE CONTRACT SUMMARY 1.1 SUMMARY OF CONTRACTS A. Owner has issued or will issue separate contracts for operations scheduled to be completed between Notice to Proceed and Substantial Completion, 1. General: a. Schedule performance of work covered by such separate contracts in Contractor's Construction Schedule so as to avoid delays in Substantial Completion. Give written notice to such contractors and to Owner of any revisions to scheduled delivery and work dates at least 30 days in advance. b. Complete work necessary to accommodate items provided under such separate contracts before scheduled date for performance of such work. Contractor will be back charged for actual expenses incurred by Owner for failure to timely complete such work including, but not limited to, cost of crews during downtime or for call backs and costs to correct deficiencies. 2. Mechanical equipment enclosure, fencing, and concrete pads located south of the Smith Building near the Manwaring Center. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 1200- 1 KIMBALL & SMITH BUILDINGS MULTIPLE CONTRACT SUMMARY SECTION 011400 WORK RESTRICTIONS PROJECT CONDITIONS A. During construction period, Contractor will have use of premises for construction operations. Contractor will ensure that Contractor, its employees, subcontractors, and their employees comply with following requirements: 1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of site beyond Contract limits. 2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project site. 3. Do not allow use of tobacco in any form on Project Site. 4. Do not allow work on Project site on Sundays except for emergency work. 5. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while performing The Work. 6. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or obnoxious clothing, while on Project Site. 7. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any music within existing facilities. 8. Do not build fires on Project Site. 9. Do not allow weapons on Project Site, except those carried by law enforcement officers or other uniformed security personnel who have been retained by Owner to provide security services. B. Existing Facilities: 1. Accommodate use of existing facilities by Owner. C. Do not load or permit any part of the structure to be loaded with a weight that will endanger its safety. Questions of structural loading as part of construction means and methods shall be addressed by a licensed structural engineer engaged by Contractor, subject to the review by Owner. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 1400- 1 QMBALL & SMITH BUILDINGS WORK RESTRICTIONS SECTION 01 2900 PAYMENT PROCEDURES 1.1 PAYMENT REQUESTS A. Use Payment Request forms provided by Owner. B. Each Payment Request will be consistent with previous requests and payments certified by Architect and paid for by Owner. C. Request Preparation: 1. Complete every entry on Payment Request form. 2. Entries will match data on approved schedule of values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. 3. Submit signed Payment Request to Architect with current Construction Schedule. D. Provide following submittals before or with submittal of Initial Payment Request: 1. List of Subcontractors. 2. Initial progress report. 3. Contractor's Construction Schedule. 4. Submittal Schedule. E. Provide Affidavit of Contractor and Consent of Surety with Payment Request following Substantial Completion. 1.2 SCHEDULE OF VALUES A. Submit schedule of values on Owne's standard form to Architect 20 days minimum before submission of Initial Payment Request as a necessary condition before payment will be processed. Coordinate preparation of schedule of values with preparation of Contractor's Construction Schedule. Correlate line items in Schedule of Values with other required administrative schedules and forms, including: 1. Contractor's Construction Schedule. 2. Payment Request form. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 2900-1 KIMBALL & SMITH BUILDINGS PAYMENT PROCEDURES SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION PROJECT COORDINATION A. Project designation for this Project is Computer Center Improvements to Kimball and Smith Buildings. B. This Project designation will be included on documents generated for Project by Contractor and Subcontractors, or be present on a cover letter accompanying such documents. MULTIPLE CONTRACT COORDINATION A. Contractor shall be responsible for accurately maintaining and reporting schedule of The Work from Notice to Proceed to date of Substantial Completion. Contractor shall be responsible for providing Temporary Facilities And Controls for those who perform work on Project from Notice to Proceed to date of Substantial Completion. C. Contractor shall be responsible for providing Construction Waste Management And Disposal services for those who perform work on Project from Notice to Proceed to date of Substantial Completion. D. Contractor shall be responsible for Final Cleaning for entire Project. PROJECT MEETINGS AND CONFERENCES A. Preconstruction Conference: 1. Attend preconstruction conference and organizational meeting scheduled by Architect at Project site or other convenient location. 2. Be prepared to discuss items of significance that could affect progress, including such topics as: a. Status of permits. b. Construction schedule. c. Critical Work sequencing. d. Designation of responsible personnel. e. Procedures for processing interpretations and Modifications. f. Procedures for processing Payment Requests. g. Distribution of Contract Documents. h. Submittal of Product Data, Shop Drawings, Samples, Quality Assurance / Control submittals. i. Preparation of record documents and O & M manuals. j. Use of the premises. k. Office, work, and storage areas. I. Equipment deliveries and priorities. m. Security. n. Project cleanup. o. Working hours. p. Current problems. q. General schedule of inspections by Architect and its consultants. r. General inspection of tests. 3. Architect will record minutes of meetings and distribute copies to Owner and Contractor within three working days. B. Progress Meetings: 1. Attend progress meetings at Project site at regularly scheduled intervals determined by Architect, at least once a month. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3100- 1 CIMBALL & SMITH BUILDINGS PROJECT MANAGEMENT AND COORDINATION 2. Progress meetings will be open to Owner, Architect, Subcontractors, and anyone invited by Owner, Architect, and Contractor. 3. Be prepared to discuss items of significance that could affect progress, including following: a. Progress since last meeting. b. Whether Contractor is on schedule. i c. Activities required to complete Project within Contract Time. d. Labor and materials provided under separate contracts. e. Off-site fabrication problems. f. Access. g. Site use. { h. Temporary facilities and services. i. Hours of work. j. Hazards and risks. k. Project cleanup. I I. Quality and Work standards. m. Status of pending modifications. n. Documentation of information for Payment Requests. o. Maintenance of Project records. 4. Architect will prepare minutes of progress meetings and distribute copies of minutes to Owner and Contractor within three working days. C. Pre -installation Conferences: 1. Attend pre -installation conferences specified in Contract Documents as scheduled by Architect. 2. Be prepared to discuss following items: a. Requirements of Contract Documents. b. Completed work is necessary for installation of items or systems. c. Conditions not in compliance with installation requirements. d. Installation and inspection schedule. e. Coordination between trades. f. Space and access limitations. g. Testing. 3. Architect will prepare meeting minutes and distribute minutes to Owner and Contractor within three working days. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3100-2 KIMBALL & SMITH BUILDINGS PROJECT MANAGEMENT AND COORDINATION SECTION 01 3200 CONSTRUCTION PROGRESS DOCUMENTATION SCHEDULING OF WORK A. Bar Chart Schedule: 1. Submit horizontal bar chart schedule before Preconstruction Conference. Provide separate time bar for each construction activity listed on Owner's payment request form. Within each time bar, show estimated completion percentage. Provide continuous vertical line to identify first working day of each week. Show each activity in chronological sequence. Show graphically sequences necessary for completion of related portions of The Work. As The Work progresses, place contrasting mark in each bar to indicate actual completion. 2. Provide copies of schedule for Architect and Owner and post copy in field office. 3. Revise schedule monthly. Send copy of revised schedule to Owner and Architect and post copy in field office. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 013200-1 IMBALL & SMITH BUILDINGS CONSTRUCTION PROGRESS DOCUMENTATION SECTION 01 3300 SUBMITTAL PROCEDURES 1.1 GENERAL A. Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently before performance of related construction activities to avoid delay. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals required for related elements of The Work so processing will not be delayed by need to review submittals concurrently for coordination. Architect reserves right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. 3. Allow sufficient review time so installation will not be delayed by time required to process submittals, including time for resubmittals. a. Allow 21 days for initial review. Allow additional time if processing must be delayed to allow coordination with subsequent submittals. Architect will promptly advise Contractor when submittal being processed must be delayed for coordination. b. If an intermediate submittal is necessary, process same as initial submittal. c. Allow 10 days for reprocessing each submittal. d. No extension of Contract Time will be authorized because of failure to transmit submittals to Architect in sufficient time before work is to be performed to allow processing. 4. Place permanent label or title block on each submittal for identification. Include name of entity that prepared each submittal on label or title block. a. Provide space approximately 4 by 5 inches on label or beside title block on Shop Drawings to record Contractor's review and approval markings and action taken. b. Include following information on label for processing and recording action taken: 1) Project name. 2) Date. 3) Name and address of Architect. 4) Name and address of Contractor. 5) Name and address of Subcontractor. 6) Name and address of supplier. 7) Name of manufacturer. 8) Number and title of appropriate Specification Section. 9) Drawing number and detail references, as appropriate. 5. Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using transmittal letter. On transmittal, record relevant information and requests for data. Include Contractor's certification that information complies with Contract Document requirements, or, on form or separate sheet, record deviations from Contract Document requirements, including minor variations and limitations. 6. Submittals received from sources other than Contractor or not marked with Contractor's approval will be returned without action. 1.2 SUBMITTAL SCHEDULE A. Furnish submittal schedule within 10 days after receipt of Notice to Proceed, listing items specified to be furnished for review to Architect including product data, shop drawings, samples, and quality assurance / control submittals. 1. Coordinate submittal schedule with Contractor's construction schedule. 2. Enclose the following information for each item: a. Scheduled date for first submittal. b. Related Section number. c. Submittal category. d. Name of Subcontractor. COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3300-1 KIMBALL & SMITH BUILDINGS SUBMITTAL PROCEDURES e. Description of part of the Work covered. f. Scheduled date for resubmittal. g. Scheduled date for Architect's final release or approval. B. Print and distribute copies to Architect and Owner and post copy in field office. When revisions are made, distribute to same parties and post in same location. C. Revise schedule monthly. Send copy of revised schedule to Owner and Architect and post copy in field office. 1.3 PRODUCT DATA A. Submit Product Data, as required by individual Sections of Specifications. B. Mark each copy of each set of submittals to show choices and options used on Project. Where printed Product Data includes information on products that are not required for Project, mark copies to indicate information relating to Project. C. Certify that proposed product complies with requirements of Contract Documents. List any deviations from those requirements on form or separate sheet. D. Submit five copies of each required submittal unless otherwise required. Architect will return three copies marked with action taken and with corrections or modifications required. SHOP DRAWINGS A. Submit newly prepared graphic data to accurate scale. Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36 by 48 inches. Highlight, encircle, or otherwise show deviations from Contract Documents. Include following information as a minimum: 1. Dimensions. 2. Identification of products and materials included. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. B. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. Standard printed information prepared without specific reference to Project is not acceptable as Shop Drawings. C. Review and designate (stamp) approval of shop drawings. Unless otherwise specified, submit to Architect six copies of shop drawings required by Contract Documents. Shop drawings not required by Contract Documents, but requested by Contractor or supplied by Subcontractor, need not be submitted to Architect for review. SAMPLES A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. 1. Mount, display, or package Samples so as to ease review of qualities specified. Prepare Samples to match samples provided by Architect, if applicable. Include following: a. Generic description of Sample. b. Sample source. c. Product name or name of manufacturer. ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 013300-2 JMBALL & SMITH BUILDINGS SUBMITTAL PROCEDURES d. Compliance with recognized standards. e. Availability and delivery time. 2. Submit Samples for review of kind, color, pattern, and texture, for final check of these characteristics with other elements, and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. Where variations in color, pattern, texture or other characteristics are inherent in material or product represented, submit set of three samples minimum that show approximate limits of variations. b. Refer to other specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics. c. Refer to other Sections for Samples to be returned to Contractor for incorporation into The Work. Such Samples shall be undamaged at time of use. On transmittal, indicate special requests regarding disposition of Sample submittals. 3. Where Samples are for selection of color, pattern, texture, or similar characteristics from a range of standard choices, submit full set of choices for material or product. Preliminary submittals will be reviewed and returned with Architect's mark indicating selection and other action. 4. Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three sets. One will be returned marked with action taken. 5. Samples, as accepted and returned by Architect, will be used for quality comparisons throughout course of construction. a. Unless noncompliance with Contract Documents is observed, submittal may serve as final submittal. b. Sample sets may be used to obtain final acceptance of construction associated with each set. 1.6 QUALITY ASSURANCE / CONTROL A. Quality Assurance / Control submittals are design data, test reports, certificates, manufacturer's instructions, manufacturer's field reports, and other documentary data affirming quality of products and installations. Submit five copies to Architect immediately upon receipt. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3300-3 KIMBALL & SMITH BUILDINGS SUBMITTAL PROCEDURES SECTION 01 3500 SPECIAL PROCEDURES ACCELERATION OF WORK A. Complete The Work in accordance with Construction Schedule. If Contractor falls behind schedule, take such actions as are necessary, at no additional expense to Owner, to bring progress of The Work back in accordance with schedule. B. Owner may request proposal for completion of The Work at date earlier than expiration of Contract Time. Promptly provide requested proposal showing cost of such acceleration of The Work. Consult with Owner and Architect regarding possible options to decrease cost of such acceleration. If Owner determines to order acceleration of The Work, change in Contract Sum and Contract Time resulting from acceleration will be included in a Change Order. OWNER'S SAFETY REQUIREMENTS A. Personal Protection: 1. Contractor shall ensure: a. Positive means of fall protection, such as guardrails system, safety net system, personal fall arrest system, etc, is provided to employees whenever exposed to a fall six feet or more above a lower level. b. Personnel working on Project shall wear hard hats and safety glasses as required by regulation and hazard. c. Personnel working on Project shall wear long or short sleeve shirts, long pants, and hard - toed boots or other sturdy shoes appropriate to type and phase of work being performed. B. Contractor Tools And Equipment: 1. Contractor shall ensure: a. Tools and equipment are in good working condition, well maintained, and have necessary guards in place. b. Ground Fault Circuit Interrupters (GFCI) is utilized on power cords and tools. c. Scaffolding and man lifts are in good working condition, erected and maintained as required by governmental regulations. d. Ladders are in good condition, well maintained, used as specified by Manufacturer, and secured as required. C. Miscellaneous: 1. Contractor shall ensure: a. Protection is provided on protruding rebar and other similar objects. b. General Contractor Superintendent has completed the OSHA 10 -hour construction outreach training course or equivalent. c. Implementation and administration of safety program on Project. d. Material Safety Data Sheets (MSDS) are provided for substances or materials for which an MSDS is required by governmental regulations before bringing on site. e. Consistent safety training is provided to employees on Project. 2. Report accidents involving injury to employees on Project that require off-site medical treatment to Owner's designated representative. ENVIRONMENTAL PROCEDURES A. Asbestos: 1. For demolition activities where allowable Asbestos Containing Material (ACM) is to be left in place, or where Contractor is allowed to remove Category 1 Non -friable ACM, following requirements apply: OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3500-1 IMBALL & SMITH BUILDINGS SPECIAL PROCEDURES a. Prepare and submit notifications and permit applications required by law or by Owner. b. Comply with regulations found in 40 Code of Federal Regulations, Part 61 - National Emission Standards for Hazardous Air Pollutants, Subpart M - National Emission Standard for Asbestos, paragraph 61.145 - Standard for demolition and renovation. c. Comply with local and State regulations regarding asbestos removal and demolition of structures. d. Comply with regulations found in 29 CFR 1926.1101 - OSHA Asbestos Standard for Construction. 1) Conduct required exposure assessments and monitoring. 2) Ensure that a 'Competent Person' supervises abatement work. 3) Provide required employer information, training, and personal protective equipment. 4) Demolition activities involving non -friable ACM is considered 'Unclassified Asbestos Work.' However, be responsible for using wet methods and controlling emissions that may contain ACM fibers, if necessary. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 3500 - 2 KIMBALL & SMITH BUILDINGS SPECIAL PROCEDURES SECTION 01 4100 REGULATORY REQUIREMENTS ASBESTOS A. Contract Documents for this Project have been prepared in accordance with generally accepted professional architectural and engineering practices. Accordingly, no asbestos or products containing asbestos have been knowingly specified for this Project. Notify Architect immediately for instructions if materials containing asbestos are brought to site for inclusion in the Work. B. At Architect's direction and with Owner's approval, a certified asbestos inspector will collect samples and an independent testing laboratory will perform testing procedures on suspect materials. C. Certify that based upon best knowledge, information, inspection, and belief no building materials containing asbestos were used in construction of Project. Submit certification on form provided by Owner. END OF SECTION )MPUTER CENTER IMPROVEMENTS 3/21/2008 01 4100- 1 MBALL & SMITH BUILDINGS REGULATORY REQUIREMENTS SECTION 01 4200 1:4424:4411814.1 1.1 REFERENCE STANDARDS A. Industry Standards: 1. Except where Contract Documents specify otherwise, construction industry standards will apply and are made a part of Contract Documents by reference. 2. Where compliance with two or more standards is specified and standards apparently establish different or conflicting requirements for minimum quantities or quality levels, refer to Architect for decision before proceeding. Quantity or quality level shown or specified will be minimum provided or performed. Actual installation may comply exactly with minimum quantity or quality specified, or it may exceed minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum, as appropriate for context of requirements. Refer uncertainties to Architect for decision before proceeding. 3. Each entity engaged in construction on Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with Contract Documents. Where copies of standards are needed for performance of a required construction activity, Contractor will obtain copies directly from publication source. 4. Trade Association names and titles of general standards are frequently abbreviated. The following acronyms or abbreviations, as referenced in Contract Documents, are defined to mean association names. Names and addresses are subject to change and are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents. AABC Associated Air Balance Washington DC (202) 737-0202 www.aabchq.com Council AAMA American Architectural Man- Schaumburg IL (847) 303-5859 www.aamanet.org ufacturers Assoc AASHTO American Assoc of State Washington DC (202) 624-5800 www.aashto.org Highway & Transportation Officials ACI American Concrete Inst In- Farmington MI (248) 848-3700 www.aci-int.org ternational Hills AGA American Gas Assoc Washington DC 202 824-7000 www.aga.org AIA American Inst of Architects Washington DC 202 626-7300 www.aiaonline.com AISC American Inst of Steel Con- Chicago IL (312) 670-2400 www.aisc.org struction AISI American Iron & Steel Inst Washington DC 202 452-7100 www.steel.or AITC American Inst of Timber Englewood CO (303) 792-0669 Construction AMCA Air Movement & Control As- Arlington IL (847) 394-0150 www.amca.org soc International Heights ANSI American National Stan- New York NY (212) 642-4900 www.ansi.org dards Inst APA Engineered Wood Assoc Tacoma WA 253 565-6600 www.apawood.org API American Petroleum Inst Washin ton DC 202 682-8000 www.api.org ARI Air Conditioning & Refrigera- Arlington VA (703) 524-8800 www.ari.org tion Inst ASHRAE American Society of Heating, Atlanta GA (404) 636-8400 www.ashrae.org Refrigerating, & Air - Conditioning En inears ASME American Society of Me- New York NY (800) 843-2763 www.asme.org chanical Engineers Interna- tional ASTM American Society for Testing West Consho- PA (610) 832-9585 www.astm.org & Materials hocken COMPUTER CENTER IMPROVEMENTS 3/21/2008 014200-1 KIMBALL & SMITH BUILDINGS REFERENCES AWI Architectural Woodwork Inst Reston VA 703 733-0600 www.awinet.or AWPA American Wood Preservers' Assoc Granbury TX (817) 326-6300 www.awpa.com AWS American Weldinq Societv Miami FL 800 443-9353 www.amweld.or AWWA American Water Works As- soc Denver CO (303) 794-7711 www.awwa.org BHMA Builders Hardware Manufac- turers Assoc New York NY (212) 297-2100 www.buildershardware.co m BIA Brick Industry Assoc Reston VA 703 620-0010 www.bia.or CFI International Certified Floor- covering Installers Assoc Kansas City MO (816) 231-4646 www.cfi-installers.org CRI Carpet & Rug Inst Dalton GA 800 882-8846 www.carpet-rug.com CRSI Concrete Reinforcing Steel Inst Schaumburg IL (847) 517-1200 www.crsi.org CISPI Cast Iron Soil Pipe Inst Chattanooga TN 423 892-0137 DHI Door & Hardware Inst Chant"' VA 703 222-2010 www.dhi.or EIMA EIFS Industry Members As- soc Morrow GA (800) 294-3462 www.eifsfacts.com FM FM Global Johnston RI www.fmglobal.com 3A G sum Assoc Washington DC 202 289-5440 www.gypsum.org PVA Hardwood Plywood & Ve- neer Assoc Reston VA (703) 435-2900 www.hpva.org CBO International Conference of Building Officials Whittier CA (800) 423-6587 www.icbo.org SSA International Slurry Surfac- in Assoc Washington DC (202) 857-1160 www.slurry.org _PI Lightning Protection Inst Arlington Heights IL (800) 488-6864 www.light iing.org 4FMA Maple Flooring Manufactur- ers' Assoc Northbrook IL (847) 480-9138 www.maplefloor.org ASS Manufacturer's Standardiza- tion Society of The Valve and Fittings Industry Vienna VA (703) 281-6613 _www.mss-hq.com JAAMM National Assoc of Architec- tural Metal Manufacturers Chicago IL (312) 332-0405 www.naamm.org JEC National Electric Code from NFPA . JEMA National Electrical Manufac- turer's Assoc Rosslyn VA (703) 841-3200 www.nema.org JFPA National Fire Protection As- soc Quincy MA (800) 344-3555 www.nfpa.org JFRC National Fenestration Rating Council Silver Spring MD (301) 589-6372 www.nfrc.org JSF NSF International Ann Arbor MI 734 769-8010 www.nsf.or 'CA Portland Cement Assoc Skokie IL 847 966-6200 www. ortcement.or 'CI Precast / Prestressed Con- crete Inst Chicago It. (312) 786-0300 www.pci.org 'EI Porcelain Enamel Inst Nashville TN 615 385-5357 www.pocelainenamel.com .DI Steel Deck Inst Fox River Grove IL (847) 462-1930 www.sdi.org DI Steel Door Inst Cleveland OH 440 899-0010 www.steeldoor.or YGMA Sealed Insulating Glass Manufacturer's Assoc Chicago IL (312) 644-6610 JI Steel Joist Inst -& M rtle Beach SC 843 626-1995 www.steeljoist.or MACNA Sheet Metal Air Condition- Ing Contractors National As- soc Chantilly VA (703) 803-2980 www.smacna.org PIB Southern Pine Inspection Bureau Pensacola FL (850) 434-2611 )MPUTER CENTER IMPROVEMENTS 3/21/2008 01 4200-2 OBALL & SMITH BUILDINGS REFERENCES SSMA Steel Stud Manufacturer's Assoc Chicago IL (312) 332-0405 v w.ssma.com TCA Tile Council of America Anderson SC 864 646-8453 www.tileusa.com TPI Truss Plate Inst Madison WI 608 833-5900 www.epa.gov UL Underwriters Laboratories Northbrook IL 847 272-8800 www.ul.com WDMA Window and Door Manufac- turer's Assoc Des Plaines IA (847) 299-5200 www.nwwda.org WWPA Western Wood Products Assoc Portland OR (503) 224-3930 www.wwpa.org B. Federal Government Agencies: 1. Names and titles of federal government standard or specification producing agencies are often abbreviated. Following acronyms or abbreviations referenced in Contract Documents represent names of standard or specification producing agencies of federal government. Names and addresses are subject to change but are believed to be, but are not assured to be, accurate and up to date as of date of Contract Documents. CS Commercial Standard (U S Washington DC (202) 512-0000 www.doc.gov Department of Commerce EPA Environmental Protection Washington DC (202) 260-2090 www.epa.gov Agency FCC Federal Communications Washington DC (202) 418-0126 www.fcc.gov Commission FS Federal Specifications Unit Washington DC (202) 619-8925 www.gsa.gov Available from GSA MIL Military Standardization Philadelphia PA (215) 697-2179 www.dod.gov Documents (U S Department of Defense OSHA Occupational Safety & Washington DC 202) 219-8148 www.osha.gov Health Administration (U S De artment of Labor PS Product Standard of NBS (U Washington DC (202) 512-1800 www.doc.gov S Department of Commerce C. Governing Regulations /Authorities: 1. Contact authorities having jurisdiction directly for information and decisions having a bearing on the Work. 2. Obtain copies of regulations required to be retained at Project Site, available for reference by parties who have a reasonable need for such reference. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 014200-3 KIMBALL & SMITH BUILDINGS REFERENCES SECTION 01 4300 QUALITY ASSURANCE: GENERAL INSTALLER QUALIFICATIONS A. Where heading 'Acceptable Installers' is used to identify list of specified installers, use only one of listed installers. No others will be acceptable. END OF SECTION ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 4300- 1 .IMBALL & SMITH BUILDINGS QUALITY ASSURANCE: GENERAL SECTION 01 4500 QUALITY CONTROL 1.1 FIELD QUALITY CONTROL PROCEDURES A. Inspection and testing by Owner, Architect, Contractor, their consultants or government agencies to examine Work performed by Contractor does not relieve Contractor of responsibility for compliance with Contract Documents. Quality control services include inspections, tests and related actions including reports, performed by Contractor. They do not include inspections, tests or related actions performed by Architect, Owner, governing authorities or independent agencies hired by Owner or Architect. 1. Contractor and each agency engaged to do inspections, tests, and similar services will coordinate sequence of activities to accommodate required services with minimum of delay. In addition, Contractor and each agency will coordinate activities to avoid necessity of removing and replacing construction to accommodate inspections and tests. Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities. 2. Provide inspections, tests, and similar quality control services specified in individual specification Sections or required by governing authorities. 3. Where results of inspections, tests, or similar services show that the Work does not comply with Contract Document requirements, correct the deficiencies in the Work. 4. Cooperate with agencies performing required inspections, tests, and similar services and provide reasonable auxiliary services as requested. Notify agency sufficiently before operations to allow assignment of personnel. Auxiliary services required include but are not limited to - a. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests. b. Taking adequate quantities of representative samples of materials that require testing or helping agency in taking samples. c. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. d. Providing agency with preliminary design mix proposed for use for materials mixes that require control by testing agency. e. Securing and protecting samples and test equipment at Project site. C. Upon completion of inspection, testing, sample -taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with Contract Documents in making such repairs. D. Protect construction exposed by or for quality control service activities, and protect repaired construction. E. Repair and protection is Contractor's responsibility, regardless of who caused the inspection, testing, or similar services. 1.2 TESTING AND INSPECTING SERVICES A. Engage inspection and testing service agencies, including independent testing laboratories, only with written approval of Architect. Each independent inspection and testing agency engaged on Project will be licensed and authorized to operate in the jurisdiction in which Project is located. B. Duties of Testing Agency: 1. Independent testing agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual specification Sections will cooperate with Architect and Contractor in performance of its duties and will provide qualified personnel to perform required inspections and tests. 2. Agency will notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. COMPUTER CENTER IMPROVEMENTS 3/21/2008 014500-1 KIMBALL & SMITH BUILDINGS QUALITY CONTROL 3. Agency is not authorized to release, revoke, alter, or enlarge requirements of Contract Documents, or approve or accept any portion of the Work. 4. Agency will not perform any duties of Contractor. C. Submittals: 1. Independent testing agency will submit certified written report of each inspection, test, or similar service, to Architect, in duplicate, unless Contractor is responsible for service. If Contractor is responsible for service, submit certified written report of each inspection, test, or similar service through Contractor, in duplicate. a. Submit additional copies of each written report directly to governing authority, when authority so directs. b. Written reports of each inspection, test, or similar service will include, but not be limited to: 1) Date of issue. 2) Project title and number. 3) Name, address and telephone number of testing agency. 4) Dates and locations of samples and tests or inspections. 5) Names of individuals making the inspection or test. 6) Designation of the Work and test method. 7) Identification of product and specification Section. 8) Complete inspection or test data. 9) Test results and interpretations of test results. 10) Ambient conditions at time of sample -taking and testing. 11) Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements. 12) Name and signature of laboratory inspector. 13) Recommendations on retesting. END OF SECTION ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 014500-2 JMBALL & SMITH BUILDINGS QUALITY CONTROL SECTION 01 5100 TEMPORARY UTILITIES 1.1 ADMINISTRATIVE REQUIREMENTS A. Where necessary, coordinate with BYU-Idaho to install temporary service or connect to existing service. Provide service with matching, compatible materials and equipment as existing. Comply with BYU-Idaho's recommendations. 1. Comply with industry standards and applicable laws and regulations of authorities having jurisdiction. 2. Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 3. Arrange with BYU-Idaho and existing users for time when service can be interrupted, where necessary, to make connections for temporary services. 4. Provide adequate capacity at each stage of construction. Before temporary utility availability, provide trucked -in services. 5. Obtain construction easements necessary to bring temporary and/or permanent utilities to site. 6. Use qualified personnel for installation and maintenance of temporary facilities. Locate facilities where they will serve Project adequately and result in minimum interference with the Work of Owner or other Contractors on Project Site. Relocate and modify facilities as required. 7. Pay cost and use charges for temporary facilities and utilities. B. Prepare schedule indicating dates for implementation and termination of each temporary utility. At earliest feasible time and when acceptable to Owner, change over from use of temporary service to use of permanent service. C. Keep temporary utilities clean and neat in appearance. Operate in safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or allow them to interfere with progress of The Work. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on Project site. D. Limit availability of temporary utilities to essential and intended uses to reduce waste and abuse. E. Maintain utilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour day basis where required to achieve indicated results and to avoid possibility of damage. 2. Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. Remove each temporary utility and control when need has ended, or when replaced by authorized use of permanent utility, or by Substantial Completion. Complete permanent construction that may have been delayed because of interference with temporary utility. Repair damaged work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that make up temporary utilities are property of Contractor. 2. By Substantial Completion, clean and renovate permanent utilities used during construction period, including but not limited to: a. Replace air filters and clean inside of ductwork and housings. b. Replace significantly worn parts and parts subjected to unusual operating conditions. c. Replace lamps that are burned out or noticeably dimmed by substantial hours of use. 1.2 TEMPORARY ELECTRIC POWER A. Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5100- 1 KIMBALL & SMITH BUILDINGS TEMPORARY UTILITIES 1.3 TEMPORARY FIRE PROTECTION A. Install and maintain temporary fire protection facilities of types needed to protect against predictable and controllable fire losses. At a minimum, provide and maintain in working order two Standard UL Labeled ABC all-purpose 10 Ib fire extinguishers. Do not incorporate these extinguishers into final Project. 1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher per construction area. 2. Store combustible materials in containers in fire -safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. 4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. 5. At earliest feasible date in each area of Project, complete installation of permanent fire protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. HEATING, COOLING, AND VENTILATING: A. Install and operate temporary heating, cooling, and ventilating units including fuel, temporary piping, fittings, wiring, and connections necessary to provide environmental conditions specified for various portions of the Work. Coordinate ventilation requirements to produce ambient conditions required and reduce consumption of energy. B. Repair damage to building and contents caused by cold, heat, dampness, and/or heating, cooling, and ventilating equipment. Select equipment that will not have harmful effect on completed installations or on elements being installed. C. Maintain safe conditions for use of temporary heating, cooling, and ventilating systems including, but not limited to, following requirements: 1. Operate equipment according to equipment manufacturer's instructions. 2. Provide fresh air ventilation required by equipment manufacturer. 3. Keep temperature of fuel containers stabilized. 4. Secure fuel containers from overturning. 5. Operate equipment away from combustible materials. D. Permanent mechanical system may be operated subject to the following conditions: 1. Do not operate system when work causing air -borne dust is occurring or when dust caused by such work is present without installation of temporary filtering system approved by Architect. 2. Operate system at no cost to Owner, including cost of fuel. 3. Assume all responsibility and risk for operation of system. 4. Return permanent mechanical equipment to'like-new' condition for Substantial Completion Inspection. TEMPORARY LIGHTING A. Install and operate temporary lighting that will provide adequate illumination for construction operations and traffic conditions. TEMPORARY TELEPHONES A. Provide temporary telephone service for all personnel engaged in construction activities, throughout construction period. B. Contractor will pay for Local calls. Party making call will pay for long-distance and toll calls. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5100-2 :IMBALL & SMITH BUILDINGS TEMPORARY UTILITIES C. At each telephone, post list of important telephone numbers. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5100-3 KIMBALL & SMITH BUILDINGS TEMPORARY UTILITIES SECTION 01 5200 CONSTRUCTION FACILITIES ADMINISTRATIVE REQUIREMENTS A. Prepare schedule indicating dates for implementation and termination of each temporary facility. Keep temporary facilities clean and neat in appearance. Operate in safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or allow them to interfere with progress of The Work. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on Project site. C. Maintain facilities in good operating condition until removal. Remove each temporary facility when need has ended, or when replaced by authorized use of permanent facility, or by Substantial Completion. Complete permanent construction that may have been delayed because of interference with temporary facility. Repair damaged work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that make up temporary facilities are property of Contractor. 2. By Substantial Completion, clean and renovate permanent facilities used during construction period. FIELD OFFICES A. Provide and maintain insulated, weather tight temporary office of sufficient size to accommodate Contractor's personnel at Project site and for use by Owner, Architect and Subcontractors. 1. Keep office clean and orderly. 2. Heat and cool office as needed. 3. Furnish office with locking door, light(s), table(s), bench(es), rack(s) for drawings, telephone, and FAX machine. 4. Make office available for progress meetings. SANITARY FACILITIES A. Provide temporary sanitary toilet. Service and maintain temporary toilet in a clean, sanitary condition. END OF SECTION �OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5200- 1 :IMBALL & SMITH BUILDINGS CONSTRUCTION FACILITIES SECTION 01 5400 CONSTRUCTION AIDS 1.1 SCAFFOLDING, PLATFORMS, STAIRS, ETC A. Furnish and maintain equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists, runways, derricks, chutes and elevators as required for proper execution of The Work. B. Apparatus, equipment, and construction will meet requirements of applicable laws and safety f regulations. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5400-1 KIMBALL & SMITH BUILDINGS CONSTRUCTION AIDS SECTION 01 5500 VEHICULAR ACCESS AND PARKING 1.1 TEMPORARY PARKING AREAS A. General: Referenced parking stalls will be marked by Owner as "Temporary Construction Parking." B. Kimball Building: Three existing service parking stalls located directly south and adjacent to the Kimball Building will be utilized for parking as well as staging. C. Smith Building: Two 'A' parking stalls and one service parking stall located in the Smith Building turn- around will be utilized for parking as well as staging. 1.2 STAGING AREAS A. Kimball Building: Three existing service parking stalls located directly south and adjacent to the Kimball Building will be utilized for staging as well as parking. B. Smith Building: Two 'A' parking stalls and one service parking stall located in the Smith Building turn- around will be utilized for staging as well as parking. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5500-1 CIMBALL & SMITH BUILDINGS VEHICULAR ACCESS AND PARKING SECTION 01 5600 TEMPORARY BARRIERS AND ENCLOSURES 1.1 GENERAL A. Protection Of Existing Improvements: Protect streets, private roads, and sidewalks, including overhead protection where required. Repair damage to existing improvements caused by construction activities. B. Protection Of Adjacent Property: Provide necessary protection for adjacent property and lateral support thereof. 1.2 TEMPORARY DUST BARRIERS A. Kimball Building Data Center and Smith Building Telephone Switch Room will remain fully operational during all demolition and construction activities. Provide temporary dust barriers to prevent dust from coming in contact with existing telephone and computer equipment. 1.3 TEMPORARY NOISE BARRIERS A. Restrict severe noise generating activities (i.e. hammer drilling, etc.) to times when classes are not being held. 1.4 TEMPORARY BARRICADES A. Comply with standards and code requirements in erecting barricades, warning signs, and lights. B. Take necessary precautions to protect persons, including members of the public, from injury or harm. 1.5 TEMPORARY SECURITY BARRIERS A. Install temporary enclosures of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft, and other violations of security. B. Secure materials and equipment stored on site. C. Maintain work area security until Substantial Completion D. Secure work area at the end of each workday. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5600- 1 KIMBALL & SMITH BUILDINGS TEMPORARY BARRIERS AND ENCLOSURES SECTION 01 5700 TEMPORARY CONTROLS TEMPORARY ENVIRONMENTAL CONTROLS A. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and reduce possibility that air, waterways, and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near site. B. Provide protection against weather (rain, winds, storms, frost, or heat) to maintain all work, materials, apparatus, and fixtures free from injury or damage. C. Protect excavation, trenches, and building from damage from rain water, spring water, ground water, backing up of drains or sewers, and all other water. Filter out excessive amounts of soil, construction debris, chemicals, oils and similar contaminants that might clog sewers or pollute waterways before discharge. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 5700- 1 <IMBALL & SMITH BUILDINGS TEMPORARY CONTROLS SECTION 01 5800 PROJECT IDENTIFICATION 1.1 TEMPORARY PROJECT SIGNAGE A. No signs or advertisements are allowed on building site or campus. B. Owner reserves right to remove and/or take possession of any Project identification sign. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 015800-1 KIMBALL & SMITH BUILDINGS PROJECT IDENTIFICATION SECTION 01 6100 COMMON PRODUCT REQUIREMENTS SUMMARY A. Provide products that comply with Contract Documents, that are undamaged, and, unless otherwise indicated, new and unused at time of installation. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for complete installation and for intended use and effect. B. Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on surfaces of products that will be exposed to view in occupied spaces or on building exterior. 1. Locate required product labels and stamps on concealed surface or, where required for observation after installation, on accessible surface that is not conspicuous. 2. Provide permanent nameplates on items of service -connected or power -operated equipment. Locate on easily accessible surface that is inconspicuous in occupied spaces. Nameplate will contain following information and other essential operating data: a. Name of product and manufacturer. b. Model and serial number. c. Capacity. d. Speed. e. Ratings. C. Where specifications describe a product or assembly by specifying exact characteristics required, with or without use of brand or trade name, provide product or assembly that provides specified characteristics and otherwise complies with Contract requirements. D. Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by manufacturer for application described. General overall performance of product is implied where product is specified for specific application. Manufacturer's recommendations may be contained in published product literature, or by manufacturer's certification of performance. E. Where specifications only require compliance with an imposed code, standard, or regulation, select product that complies with standards, codes or regulations specified. F. Where Specifications require matching an established Sample, Architect's decision will be final on whether proposed product matches satisfactorily. Where no product available within specified category matches satisfactorily nor complies with other specified requirements, refer to Architect. G. Where specified product requirements include phrase' ... as selected from manufacturer's standard colors, patterns, textures ... ' or similar phrase, select product and manufacturer that comply with other specified requirements. Architect will select color, pattern, and texture from product line selected. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2005 01 6100-1 IMBALL & SMITH BUILDINGS COMMON PRODUCT REQUIREMENTS SECTION 01 6200 PRODUCT OPTIONS 1.1 SUMMARY A. When option of selecting between two or more products is given, product selected will be compatible with products previously selected, even if previously selected products were also options. B. Non -conforming work as covered in General Conditions applies, but is not limited, to use of non- specified products or manufacturers. C. Product selection is governed by Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection include: 1. Substitutions And Equal Products: a. Generally speaking, substitutions for specified products and systems, as defined in the Uniform Commercial Code, are not acceptable. However, equal products may be approved upon compliance with Contract Document requirements. b. Approved Products / Manufacturers / Suppliers / Installers: 1) Category One: a) Owner has established 'Value Managed Relationships' that extend beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those relationships. 2) Category Two: a) Owner has established National Contracts that contain provisions extending beyond requirements of this Project. No substitutions or equal products will be allowed on this Project. b) Follow specified procedures to preserve relationships between Owner and specified manufacturers / suppliers and advantages that accrue to Owner from those relationships. 3) Category Three: a) Specified products are provided to Church Projects under a National Account Program. Use these products to preserve advantages that accrue to Owner from those programs. No substitutions or equal products will be allowed on this Project. 4) Category Four: a) Provide only specified products available from manufacturers listed. No substitutions, private -labeled, or equal products, or mixing of manufacturers' products is allowed on this Project. b) In Sections where lists recapitulating Manufacturers previously mentioned in Section are included under heading 'Manufacturers' or 'Approved Manufacturers', this is intended as a convenience to Contractor as a listing of contact information only. It is not intended that all manufacturers in list may provide products where specific products and manufacturers are listed elsewhere in Section. c. Acceptable Products / Manufacturers / Suppliers / Installers: 1) Type One: Use specified products / manufacturers unless approval to use other products / manufacturers has been obtained from Architect by Addendum. 2) Type Two: Use specified products / manufacturers unless approval to use other products and manufacturers has been obtained from Architect in writing before installing or applying unlisted or private -labeled products. 3) Use 'Equal Product Approval Request Form' to request approval of equal products, manufacturers, or suppliers before bidding or before installation, as noted in individual Sections. d. Quality / Performance Standard Products / Manufacturers: 1) Class One: Use specified product / manufacturer or equal product from specified manufacturers only. COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 6200- 1 KIMBALL & SMITH BUILDINGS PRODUCT OPTIONS ! 2) Class Two: Use specified product / manufacturer or equal product from any manufacturer. 3) Products / manufacturers used shall conform to Contract Document requirements. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 016200-2 IMBALL & SMITH BUILDINGS PRODUCT OPTIONS SECTION 01 6400 OWNER - FURNISHED PRODUCTS 1.1 SUMMARY A. Install items furnished by Owner or receive and store in safe condition items purchased directly by Owner according to requirements of Contract Documents. 1. Refer to Drawings 1.2 ADMINISTRATIVE REQUIREMENTS A. General: 1. Review Drawings listing Owner -furnished products to be delivered for Project. a. Review and coordinate delivery dates and vendor lead times for each item with construction schedule. Immediately report recommended changes to Owner. b. Report problems in coordinating delivery dates with construction schedule to Architect. 2. Receive and unload Owner -furnished materials and products. a. Provide labor and equipment necessary to receive, unload, and store materials and products. b. Verify that number of packages received matches number listed on bill of lading. c. Check for external damage. d. Note discrepancies between pieces received and pieces listed on bill of lading as well as instances of visible damage on bill of lading before signing. Include Project Name and Project Number on bill of lading e. Store and protect deliveries. Report deliveries made outside of delivery schedule to Owner. 3. Within 24 hours of delivery: a. Open and inspect each piece of freight delivered. Note concealed damage not observed at time of delivery. b. Deliver bills of lading on which loss or damage is recorded, or copy, to Owner together with report of concealed damage and discrepancies. c. Notify Owner immediately of damage and discrepancies. 4. As directed by Owner, either repair or replace shortages and damaged items not recorded and reported as specified above at no additional cost to Owner. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 6400-1 KIMBALL & SMITH BUILDINGS OWNER -FURNISHED PRODUCTS SECTION 01 6500 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS SUMMARY A. Deliver, store, and handle products according to manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1.2 DELIVERY A. Schedule delivery to reduce long-term storage at site and to prevent overcrowding of construction spaces. B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. C. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that products are undamaged and properly protected. STORAGE A. Store products at site in manner that will simplify inspection and measurement of quantity or counting of units. B. Store heavy materials away from Project structure so supporting construction will not be endangered. C. Store products subject to damage by elements above ground, under cover in weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 6500- 1 JMBALL & SMITH BUILDINGS DELIVERY, STORAGE, AND HANDLING REQUIREMENTS SECTION 01 7300 EXECUTION 1.1 COMMON DEMOLITION REQUIREMENTS A. Before beginning work on Project, inspect areas in which work will be performed. 1. Photograph or video tape existing conditions, including surrounding property if necessary, which could be misconstrued as damage resulting from selective demolition. 2. File copies of photographs / video tapes with Architect before beginning demolition work. B. Scheduling: 1. Include on Construction Schedule specified in Section 01 3200 detailed sequence of individual demolition operations. 2. Coordinate with Owner for equipment and materials to be removed by Owner. C. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. Cease demolition operations and notify Architect immediately if safety of structure appears to be endangered. Do not resume demolition operations until safety is restored. D. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition work is performed in rooms and areas from which such items have not been removed. 1.2 COMMON INSTALLATION PROVISIONS A. Manufacturer's Instructions: Comply with Manufacturer's installation instructions and recommendations to extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. Notify Architect of conflicts between Manufacturer0s installation instructions and Contract Document requirements. B. Provide attachment and connection devices and methods necessary for securing Work. Secure work true to line and level. Anchor each product securely in place, accurately located, and aligned with other Work. Allow for expansion and building movement. C. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain best visual effect. Refer questionable choices to Architect for final decision. D. Install each component during weather conditions and Project status that will ensure best possible results. Isolate each part of completed construction from incompatible material as necessary to prevent deterioration. E. Coordinate temporary enclosures with required inspections and tests, to reduce necessity of uncovering completed construction for that purpose. F. Mounting Heights: Where mounting heights are not shown, install individual components at standard mounting heights recognized within the industry or local codes for that application. Refer questionable mounting height decisions to Architect for final decision. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 01 7300 - 1 KIMBALL & SMITH BUILDINGS EXECUTION SECTION 01 7400 CLEANING AND WASTE MANAGEMENT PROGRESS CLEANING A. Comply with regulations of authorities having jurisdiction and safety standards for cleaning. B. Keep premises broom clean during progress of the Work. C. Keep site and adjoining streets reasonably clean. If necessary, sprinkle rubbish and debris with water to suppress dust. D. During handling and installation, protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from soiling, damage, or deterioration until Substantial Completion. i E. Clean and maintain completed construction as frequently as necessary throughout construction I period. Adjust and lubricate operable components to ensure ability to operate without damaging effects. F. Supervise construction activities to ensure that no part of construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. G. Before and during application of painting materials, clear area where such work is in progress of debris, rubbish, and building materials that may cause dust. Sweep floors and vacuum as required and take all possible steps to keep area dust free. H. Clean exposed surfaces and protect as necessary to avoid damage and deterioration. I. Place extra materials of value remaining after completion of associated work have become Owner's property as directed by Owner or Architect. J. Construction Waste Management And Disposal: 1. Remove waste materials and rubbish caused by employees, Subcontractors, and contractors under separate contract with Owner and dispose of legally. Remove unsuitable or damaged materials and debris from building and from property. a. Provide adequate waste receptacles and dispose of materials when full. b. Properly store volatile waste and remove daily. c. Do not deposit waste into storm drains, sanitary sewers, streams, or waterways. Do not discharge volatile, harmful, or dangerous materials into drainage systems. 2. Do not burn waste materials or build fires on site. Do not bury debris or excess materials on Owner's property. FINAL CLEANING A. Immediately before Substantial Completion, thoroughly clean area where The Work was performed. Remove all rubbish from under and about building, landscaped areas and parking lot and leave building and Project Site ready for occupancy by Owner. B. Comply with individual manufacturer's cleaning instructions. C. Clean each surface or unit to condition expected in normal, commercial building cleaning and maintenance program, including but not limited to: 1. Interior Cleaning: a. Remove marks, stains, fingerprints and dirt. OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 7400 - 1 IMBALL & SMITH BUILDINGS CLEANING AND WASTE MANAGEMENT b. Remove labels that are not permanent labels. c. Remove spots, soil or paint. d. Clean surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean light fixtures and lamps. e. Clean other fixtures and equipment and remove stains, paint, dirt, and dust. f. Remove temporary floor protection and clean floors. 2. Exterior Cleaning: a. Remove marks, stains, and dirt from exterior surfaces. b. Clean and polish finish hardware. c. Remove temporary protection systems. d. Clean dirt, mud, and other foreign material from paving and sidewalks. e. Clean drop inlets, through -curb drains, and other drainage structures. f. Remove trash, debris, and foreign material from landscaped areas. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 017400-2 KIMBALL & SMITH BUILDINGS CLEANING AND WASTE MANAGEMENT j SECTION 01 7700 CLOSEOUT PROCEDURES A Schedule closeout procedures in the three weeks before expiration of Contract Time. Weeks will be marked by two Architect's weekly visits before Final Closeout Review, Final Closeout Review, and expiration of Contract Time, B. Date of Substantial Completion shall fall within week between Architect's final weekly visit and Final Closeout Review. Date of Substantial Completion shall not occur until Construction Schedule shows completion of construction work, unless agreed to by Architect and included on Certificate of Substantial Completion. PRELIMINARY CLOSEOUT REVIEWS A. Confirm with Architect when Substantial Completion of The Work will be achieved. 1. Final two Architect's weekly visits will serve as Preliminary Closeout Reviews to determine if Final Closeout Review will occur as scheduled and that Substantial Completion of the Work will be achieved by that date. 2. By final weekly Architect visit, notify Owner and Architect of date when Substantial Completion of The Work will be achieved. B. Arrange with Architect date for Final Closeout Review to confirm Substantial Completion. CLOSEOUT REQUIREMENTS A. Before Final Closeout Review: 1. Deliver Closeout Submittals to Architect. 2. Deliver tools, spare parts, extra stock, and similar items as required by the Contract Documents. 3. Complete start-up testing of systems, and instruction of Owner's maintenance personnel as required by the Contract Documents. 4. Discontinue or change over and remove temporary facilities from site, along with construction tools, mock-ups, and similar elements. 5. Complete final cleaning requirements. FINAL CLOSEOUT REVIEW A. Participate in Final Closeout Review. B. When Owner and Architect have confirmed that Contractor has achieved Substantial Completion of The Work, Owner, Architect, and Contractor will execute Certificate of Substantial Completion that contains: 1. Date of Substantial Completion. 2. Punch List of Work not yet accepted. 3. Amount to be withheld for completion of Punch List work. 4. Time period for completion of Punch List work. 5. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor fails to complete Punch List work within time set forth in Certificate. C. Final Acceptance Conference: 1. Notify Architect in writing when work on Punch List has been completed. 2. Arrange with Architect date and time for Final Acceptance Conference. 2MPUTER CENTER IMPROVEMENTS 3/21/2008 01 7700 - 1 JMBALL & SMITH BUILDINGS CLOSEOUT PROCEDURES 3. When Owner and Architect have confirmed that Contractor has completed Punch List work, Architect will issue letter to Owner authorizing final payment. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 017700-2 KIMBALL & SMITH BUILDINGS CLOSEOUT PROCEDURES SECTION 01 7800 CLOSEOUT SUBMITTALS GENERAL A. Workmanship bonds, final certifications, equipment check-out sheets, and similar documents. Releases enabling Owner unrestricted use of The Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. C. Project photographs, damage or settlement survey, and similar record information required by Contract Documents. OPERATIONS AND MAINTENANCE DATA A. Operations And Maintenance Manuals that include: 1. Copy of complete Project Manual including Addenda, Modifications as defined in General Conditions, and other interpretations issued during construction. a. Mark these documents to show variations in actual Work performed in comparison with text of specifications and Modifications. Show substitutions, selection of options, and similar information, particularly on elements that are concealed or cannot otherwise be readily discerned later by direct observation. b. Note related record drawing information and Product Data. 2. Product Data: One copy of each Product Data submittal required by Contract Documents. 3. Operations and maintenance manuals required by Contract Documents. 4. Certifications required by Contract Documents, 5. Copies of warranties required by Contract Documents. WARRANTIES A. When written guarantees beyond one year after substantial completion are required by Contract Documents, secure such guarantees and warranties properly addressed and signed in favor of Owner Include these documents in Operations & Maintenance Manuals specified above. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under other provisions of Contract Documents. PROJECT RECORD DOCUMENTS A. Do not use record documents for construction purposes. Protect from deterioration and loss in secure, fire -resistive location. Provide access to record documents for Architect's reference during normal working hours. B. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation varies from the Work as originally shown. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to Owner, but was not shown on Drawings. 3. Note related Change Order numbers where applicable. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 01 7800 - 1 ;IMBALL & SMITH BUILDINGS CLOSEOUT SUBMITTALS DIVISION 03: CONCRETE 031000 CONCRETE FORMING AND ACCESSORIES 031113 STRUCTURAL CAST -IN-PLACE CONCRETE FORMING D32000 CONCRETE REINFORCING 032100 REINFORCING STEEL D33000 CAST*IN"PLACE CONCRETE 033053 MISCELLANEOUS CAST -IN-PLACE CONCRETE 033111 NORMAL WEIGHT STRUCTURAL CONCRETE 033923 MEMBRANE CONCRETE CURING )36000 GROUTING 036213 NON-METALLIC NON -SHRINK GROUT END OF TABLE OF CONTENTS �IOMPUTER CENTER IMPROVEMENTS 3/21/2008 03 0000 - 1 OMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 031113 STRUCTURAL CAST -IN-PLACE CONCRETE FORMING PART 1 -GENERAL 1 -illi ir-A 1 A. Includes But Not Limited To: 1. Design, construction, and safety of formwork. 2. Furnish and install required formwork ready for placing of concrete. 3. Strip and dispose of formwork. Related Sections 1. Section 03 3111: Tolerances for placing normal weight structural concrete. REFERENCES A. American Society For Testing And Materials: 1. ASTM D 1751-99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types).' 1.3 SUBMITTALS A. Quality Assurance / Control: Manufacturer's application instructions for form release agent. PART 2 -PRODUCTS COMPONENTS A. Forms: Wood, metal, or plastic as arranged by Contractor. Forming material shall be compatible with specified form release agents and with finish requirements for concrete to be left exposed or to receive decorative finish. B. Form Release Agents: 1. Unexposed Surfaces Only: Contractor's option. C. Form Release / Finish Agent 1. Vertical, Exposed Surfaces or Unexposed Surfaces: a. Chemically acting type. b. Type Two Acceptable Products. 1) Crete -Lease 727 or 20-VOC by Cresset Chemical Co, Weston, OH www.cresset.com. 2) Clean Strip (J-1 or J-3 VOC) by Dayton Superior Specialty Chemicals, Kansas City, KS www.daytonsuperiorchemical.com. 3) E -Z Strip or DEBOND Form Coating by L & M Construction Chemicals, Omaha, NE www.lmcc.com. 4) Q-2 by Unitex, Kansas City, MO www.unitex-chemicals.com. 5) U S Spec SlicKote by U S Mix Products Co www.usspec.com. 6) Duogard or Duogard II by W R Meadows, Elgin, IL www.wrmeadows.corn. 7) Equal as approved by Architect before use. See Section 01 6200. D. Expansion / Contraction Joints: 1. 1/2 inch thick. "OMPUTER CENTER IMPROVEMENTS 3/21/2008 03 1113 - 1 (IMBALL & SMITH BUILDINGS STRUCTURAL CAST -IN-PLACE CONCRETE FORMING 2. Manufactured commercial fiber type: a. Meet requirements of ASTM D 1751. b. Type Two Acceptable Products: 1) Conflex by Knight-Celotex, Northfield, IL www.aknightcompany.com. 2) Sealtight by W R Meadows Inc, Hampshire, IL www.wrmeadows.com. 3) Equal as approved by Architect before installation. See Section 01 6200. 3. Recycled Vinyl: a. Light gray color. b. Type Two Acceptable Products: 1) Proflex by Oscoda Plastics Inc, Oscoda, MI www.oscodaplastics.com. 2) Equal as approved by Architect before Installation. See Section 01 6200. PART 3 - EXECUTION 3.1 INSTALLATION A. Forms: 1. Assemble forms so forms are sufficiently tight to prevent leakage. 2. Properly brace and tie forms. 3. Make proper form adjustments before, during, and after concreting. 4. Use new forms, or used forms that have been cleaned of loose concrete and other debris from previous concreting and repaired to proper condition. Provide smooth liner on forms used for concrete to be exposed if necessary to attain specified finish quality. 5. Use metal cold joint forms when unable to place concrete for footings, foundations, and slabs in continuous pours. B. Accessories: 1. Provide for installation of inserts, templates, fastening devices, and other accessories to be set in concrete before placing. C. Form Release / Finish Agents: 1. Film thickness shall be no thicker than as recommended by Manufacturer to attain specified finish. Finish on vertical, exposed concrete shall be of quality equal to CCS -1 or CCS -2 surface as defined by Cresset Chemical. 2. Allow no release agent on reinforcing steel or footings. D. Form Removal: Removal of forms can usually be accomplished in 12 to 24 hours. If temperature is below 50 deg F or if concrete (stairs, beams, etc) depends on forms for structural support, leave forms intact for sufficient period for concrete to reach adequate strength. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 031113-2 KIMBALL & SMITH BUILDINGS STRUCTURAL CAST -IN-PLACE CONCRETE FORMING SECTION 03 2100 REINFORCING STEEL PART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Furnish and install concrete reinforcing steel as described in Contract Documents. REFERENCES A. American Concrete Institute: 1. ACI 318-83. B. American Society For Testing And Materials: 1. ASTM A 615-00, 'Standard Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement.' SUBMITTALS A. Quality Assurance / Control: 1. Reinforcing placement drawings. 2. Mill certificates. DELIVERY, STORAGE, AND HANDLING A. Reinforcing steel shall be free of heavy rust scales and flakes, or other coating at time of delivery and placing. Properly protect rebar on site after delivery. B. Deliver bars separated by size and tagged with manufacturer's heat or test identification number. 'ART 2 - PRODUCTS MATERIAL A. Reinforcing Steel: 1. Reinforcing bars shall have grade identification marks and conform to ASTM A 615. a. Grade 60 minimum, except dowels that are to be field bent, Grade 40. b. Bars shall be deformed type. c. Bars shall be free of heavy rust scales and flakes, or other bond*reducing coatings. B. Bar Supports: 1. Type Two Acceptable Products: a. Concrete'dobies' or blocks wired to reinforcing. b. Manufactured chairs with 4 sq in bearing surface with sub -grade, or other feature to prevent chair from being pushed into sub -grade. c. Equals as approved by Architect before installation. See Section 01 6200. ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 032100-1 0MBALL & SMITH BUILDINGS REINFORCING STEEL 2.2 FABRICATION A. Fabricate reinforcing steel according to 'ACI Detailing Manual,' 2004 edition, and details on Drawings. PART 3 - EXECUTION 3.1 INSTALLATION A. Site Tolerances: 1. Provide following minimum concrete cover for reinforcement (ACI 318-05): a. Concrete cast against and permanently exposed to earth: 1) Exterior Slabs on Grade (where shown): 2 inches 2) Sections other than Slabs: 3 inches b. Concrete Exposed to Earth or Weather: 1) No. 6 and Larger Bars: 2 inches 2) No. 5 and Smaller Bars, W31 and D31 Wire: 1-1/2 inches B. Bend bars cold. C. Accurately place and support with chairs, bar supports, spacers, or hangers as recommended by'ACI Detailing Manual,' 2004 edition, except slab on grade work. Support bars in slabs on grade and footings with specified bar supports around perimeter and at 4-1/2 feet on center each way maximum to maintain specified concrete cover. Install bar supports at bar intersections. D. Dowel vertical reinforcement for formed concrete walls out of footing or structure below with rebar of same size and spacing required above. E. Securely anchor and tie reinforcing bars and dowels before placing concrete. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 032100-2 KIMBALL & SMITH BUILDINGS REINFORCING STEEL SECTION 03 3053 MISCELLANEOUS EXTERIOR CAST -IN-PLACE CONCRETE 'ART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Compact sub -base for miscellaneous cast -in-place concrete as described in Contract Documents. 2. Furnish and install granular base for miscellaneous cast -in-place concrete and equipment pads as described in Contract Documents. 3. Furnish and install miscellaneous cast -in-place concrete and equipment pads as described in Contract Documents. 4. Furnish and install sealants and curing compounds as described in Contract Documents. B. Related Sections: 1. Section 07 9213: Quality of Sealants. 2. Section 312323: Compaction procedures and tolerances. REFERENCES A. American Society For Testing And Materials: 1. ASTM D 1751 *99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types).' QUALITY ASSURANCE A. Pre -Installation Conferences: 1. Participate in pre -installation conference specified in Section 31 2213. 2. Schedule concrete site element pre -installation conference after installation of sleeves, placing of base, and installation of forms, but before placing of concrete. B. Meet quality assurance / control requirements specified in Section 03 3111. 'ART 2 -PRODUCTS MATERIALS A. Formwork: Meet requirements specified in Section 03 1113. B. Granular Base: 1. Road Base type gravel or crushed rock, graded by weight as follows: Sieve Percent Passing One Inch 100 3/4 Inch 85 * 100 No. 4 45 * 60 No. 10 30*50 No. 200 5 * 10 non -plastic) C. Expansion Joints: 1. 1/2 inch thick. 2. Manufactured commercial fiber type: ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 03 3053 - 1 CIMBALL &SMITH BUILDINGS MISC. EXTERIOR CAST -IN-PLACE CONCRETE a. Meet requirements of ASTM D 1751. b. Type Two Acceptable Products: 1) Conflex by Knight-Celotex, Northfield, IL www.aknightcompany.com. 2) Sealtight by W R Meadows Inc, Hampshire, IL www.wrmeadows.com. 3) Equal as approved by Architect before installation. See Section 01 6200. Recycled Vinyl: a. Light gray color. b. Type Two Acceptable Products: 1) Proflex by Oscoda Plastics Inc, Oscoda, MI www.oscodaplastics.com. 2) Equal as approved by Architect before installation. See Section 016200. D. Concrete: Meet requirements specified in Section 03 3111 for exterior concrete. PART 3 - EXECUTION 3.1 PREPARATION A. Sub -Base: Compact sub -base as specified in Section 31 2213. 3.2 INSTALLATION A. Granular Base: Place 4 inches minimum of granular base, level, and compact as specified in Section 312213. B. Joints: 1. Expansion And Contraction Joints: a. Install so top of expansion joint material is 1/4 inch below finished surface of concrete. b. I S acin On Center: Retainin Walls w/chain link fencing 50 feet 2. Scored Control Joints: a. Depth of control joints shall be approximately one quarter of concrete slab thickness, but not less than one inch b. I S acin On Center: Retainin Walls w/chain link fencing I Align with posts C. Finish: 1. Flatwork: a. Miscellaneous: 1) Broom finish. 2) Round edges including edges formed by expansion joints. 3) Remove edger marks. 2. Vertical Surfaces: a. Retaining Walls: 1) Finish provided by form release / finish agent specified in 03 1113. 2) Repair of Unacceptable Concrete. a) Immediately after removing forms, remove joints, marks, bellies, projections, loose materials, and cut back metal ties from surfaces to be exposed. b) Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to smooth, even surface matching surrounding undamaged area. D. Special Requirements: 1. Form vertical surfaces full depth. Do not allow concrete to flow out from under forms in any degree into landscaped areas. 2. Membrane Curing Compound: Apply specified product to pads as specified in Section 03 3923. COMPUTER CENTER IMPROVEMENTS 3/21/2008 033053-2 KIMBALL & SMITH BUILDINGS MISC. EXTERIOR CAST -IN-PLACE CONCRETE 3.3 FIELD QUALITY CONTROL A. Inspection: To allow Architect's verification of grades and elevations, notify Architect three days minimum before placing concrete for specified concrete site elements. END OF SECTION :OMPUTER CENTER IMPROVEMENTS 3/21/2008 033053-3 JMBALL & SMITH BUILDINGS MISC. EXTERIOR CAST -IN-PLACE CONCRETE SECTION 03 3111 NORMAL WEIGHT STRUCTURAL CONCRETE PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install Project concrete work as described in Contract Documents. 2. Quality of concrete used on Project but furnished under other Sections. B. Products Installed But Not Supplied Under This Section: 1. Inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases only for Mechanical and Electrical. 2. Concrete accessories. C. Related Sections: 1. Divisions 22, 23, And 26: Mechanical and electrical devices including boxes, conduits, pipes, hangers, inserts, and other work to be embedded in concrete work before placing. 2. Section 03 3053: Cast -in-place retaining walls. 3. Furnishing of items to be embedded in concrete specified in Section involved. 1.2 REFERENCES A. American Society For Testing And Materials: 1. ASTM C 33-03, 'Standard Specification for Concrete Aggregates.' 2. ASTM C 94-03, 'Standard Specification for Ready -Mixed Concrete.' 3. ASTM C 150-04, 'Standard Specification for Portland Cement.' 4. ASTM C 260-01, 'Standard Specification for Air -Entraining Admixtures for Concrete.' 5. ASTM C 494-04, 'Standard Specification for Chemical Admixtures for Concrete.' 6. ASTM C 618-03, 'Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.' 7. ASTM E 1155-96 (2001), 'Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers.' 1.3 SYSTEM DESCRIPTION A. Performance Requirements: 1. Conform to requirements of ASTM C 94 unless specified otherwise. 2. For testing purposes, following concrete strengths are required: a. At 7 days: 60 percent minimum of 28 day strengths. b. At 28 days: 1) Mix Type 1: 3000 psi. 2) Mix Type 2: 4500 psi. 1.4 SUBMITTALS A. Quality Assurance / Control: 1. Concrete mix design. 2. Delivery Tickets: Require mix plant to furnish delivery ticket for each batch of concrete. Keep delivery tickets at job -site for use of Owner or his representatives. Tickets shall show following: a. Name of ready -mix batch plant. b. Serial number of ticket. COMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 - 1 KIMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE c. Date and truck number. d. Name of Contractor. e. Name and location of Project. f. Specific class or designation of concrete conforming to that used in Contract Documents. g. Amount of concrete. h. Time loaded. I. Type, name, manufacturer, and amount of admixtures used. j. Amount and type of cement. k. Total water content. I. Sizes and weights of sand and aggregate. 1.5 QUALITY ASSURANCE A. Pre•Installation Conference: 1. Schedule pre -installation conference after placing of footings, installation of foundation forms and reinforcing steel, and installation of anchors, dowels, inserts, and block outs in foundation walls, but before placing of concrete. 2. In addition to agenda items specified in Section 01 3100, review following: a. Approved mix design and use of admixtures. b. Placement, finishing, and curing of concrete including cold and hot weather requirements. PROJECT CONDITIONS A. Project Environmental Requirements: 1. Cold Weather Concreting Procedures: a. General Requirements: 1) Materials and equipment required for heating and protection of concrete shall be approved and available at Project site before beginning cold weather concreting. 2) Forms, reinforcement, metallic embedments, and fillers shall be free from snow, ice, and frost. Surfaces that will be in contact with newly placed concrete, including sub - grade materials, shall be 35 deg F minimum at time of concrete placement. 3) Thaw sub -grade 6 inches deep minimum before beginning concrete placement. If necessary, re -compact thawed material. 4) Use no frozen materials or materials containing ice. b. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Below 40 deg F: 1) Temperature of concrete as placed and maintained shall be 55 deg F minimum and 75 deg F maximum. 2) Heat concrete for 72 hours minimum after placing if regular cement is used; for 48 hours if high early strength cement is used; or longer if determined necessary by Architect. During this period, maintain concrete surface temperature between 55 and 75 deg F. 3) Vent flue gases from combustion heating units to outside of enclosure to prevent carbonation of the concrete surface. 4) Prevent concrete from drying during heating period. Maintain housing, insulation, covering, and other protection 24 hours after heat is discontinued. 5) After heating period, if temperature falls below 32 deg F protect concrete from freezing until strength of 2000 psi minimum is achieved. Protect flatwork exposed to melting snow or rain during day and freezing during night from freezing until strength of 3500 psi minimum is achieved. c. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Above 40 deg F, but when temperature falls below 32 deg F: 1) Protect concrete from freezing for 72 hours after placing, or until a strength of 2000 psi is achieved, whichever is longer. Protect flatwork exposed to melting snow or rain during day and freezing during night from freezing until strength of 3500 psi minimum is achieved. d. Protect soil supporting concrete footings from freezing under any circumstances. 2. Hot Weather Concreting Procedures: ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 -2 <IMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE a. Maximum concrete temperature allowed is 90 deg F in hot weather. b. Cool aggregate and subgrades by sprinkling. c. Avoid cement over 140 deg F. d. Use cold mixing water or ice. e. Use fog spray or evaporation retardant to lessen rapid evaporation from concrete surface. PART2-PRODUCTS 2.1 MATERIALS A. Portland Cement: Meet requirements of ASTM C 150, Type II, B. Aggregates: 1. Coarse: a. Meet requirements of ASTM C 33 or nonconforming aggregate that by test or actual service produces concrete of required strength and conforms to local governing codes. b. Aggregate shall be uniformly graded by weight as follows: 1) Flat Work, Size No. 67. 2) Sieve Percent Passin One Inch 100 3/4 Inch 90-100 3/8 Inch 20-55 No.4 0-10 No.8 0-5 All Other Size No. 57. Sieve Percent Passing 1-1/2 Inch 100 One Inch 95- 100 1/2 Inch 25-60 No.4 0-10 No.8 0-5 2. Fine: a. Meet requirements of ASTM C 33. b. Aqqreaate shall be uniformlv qraded by weight as follows: Sieve Percent Passing 3/8 Inch 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 10-30 No. 100 2-10 C. Water: Clear, apparently clean, and potable. Admixtures And Miscellaneous: 1. Mineral: a. Fly Ash Pozzolan: Meet requirements of ASTM C 618, Class F or C and with loss on ignition (LOI) of 3 percent maximum. 2. Chemical: a. No admixture shall contain calcium chloride nor shall calcium chloride be used as an admixture. All chemical admixtures used shall be from same manufacturer and compatible with each other. b. Air Entraining Admixture: 1) Meet requirements of ASTM C 260. 2) Type Two Acceptable Products: COMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 -3 KIMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE a) MB -VR, MB -AE or Micro Air by BASF. b) Air Mix 200 or AEA -92 by Euclid. c) Air plus or Super Air Plus by Fritz -Pak. d) Sika Air by Sika. e) Daravair or Darex II AEA by W R Grace. f) Equal as approved by Architect before use. See Section 01 6200. c. Water Reducing Admixture: 1) Meet requirements of C 494, Type A and containing not more than 0.05 percent chloride ions. 2) Type Two Acceptable Products: a) Pozzolith Series by BASF. b) Eucon WR 75 or Eucon 91 by Euclid. c) FR -2 or FR -3 by Fritz -Pak. d) Plastocrete 160 by Sika. e) Daracem 50/55, WRDA-64, or WRDA-82 by W R Grace. f) Equal as approved by Architect before use. See Section 016200. d. Water Reducing, Retarding Admixture: 1) Meet requirements of ASTM C 494, Type D and contain not more than 0.05 percent chloride ions. 2) Type Two Acceptable Products: a) Pozzolith Series by BASF. b) Eucon Retarder 75 by Euclid. c) FR -1 or Modified FR -1 by Fritz -Pak. d) Plastiment by Sika. e) Daratard-17 or Daratard-40 by W R Grace. f) Equal as approved by Architect before use. See Section 016200. e. High Range Water Reducing Admixture (Superplasticizer): 1) Meet requirements of ASTM C 494, Type F or G and containing not more than 0.05 percent chloride ions. 2) Type Two Acceptable Products: a) Rheobuild 1000 or Glenium Series by BASF. b) Eucon 37 or Eucon 537 by Euclid. c) Supercizer 1 through 7 by Fritz -Pak. d) Sikament 300 by Sika. e) Darachem-100 or WRDA-19 by W R Grace. f) Equal as approved by Architect before use. See Section 016200. f. Non -Chloride, Non -Corrosive Accelerating Admixture: 1) Meet requirements of ASTM C 494, Type C or E and containing not more than 0.05 percent chloride ions. 2) Type Two Acceptable Products: a) Accelguard 80 by Euclid. b) Pozzolith NC 534 or 122HE or Pozzutec 20+ c) Daraset or Polarset by W R Grace. d) Equal as approved by Architect before use. See Section 016200. 3. Evaporation Retardant: a. Type Two Acceptable Products: 1) Confilm by BASF. 2) Sure Film J-74 by Dayton Superior. 3) Euco-Bar By Euclid Chemical Co. 4) E -Con by L & M Construction Chemicals. 5) Pro Film by Unitex. 6) U S Spec Monofilm ER by U S Mix Products. 7) Equal as approved by Architect before use. See Section 01 6200. 4. Bonding Agents: a. Type Two Acceptable Products: 1) Acrylic Additive by Bonsai American. 2) Day Chem Ad Bond (J-40) by Dayton Superior. 3) Flex -Con by Euclid Chemical Co. 4) Larsen Weldcrete by Larsen Products Corp. 5) Everbond by L & M Construction Chemicals. COMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 -4 KIMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE 6) Acryl Set by BASF. 7) Sonocrete by Sonneborn. 8) Tamms Bond by TAMMS Industries. 9) U S Spec Multicoat by U S Mix Products. 10) Intralok by W R Meadows. 11) Equal as approved by Architect before use. See Section 016200. 2.2 MANUFACTURERS A. Contact Information: 1. BASF Admixtures, Cleveland, OH www.basf-admixtures.com. 2. Bonsal American, Charlotte, NC www.bonsal.com. 3. Dayton Superior Specialty Chemicals, Kansas City, KS www.daytonsuperiorchemical.com. 4. Euclid Chemical Company, Cleveland, OH www.euclidchemical.com. 5. Fritz -Pak Concrete Admixtures, Dallas, TX www.fritzpak.com. 6. Grace Construction Products, Cambridge, MA www.graceconstruction.com. 7. L & M Construction Chemicals, Omaha, NE www.imcc.com. 8. Larsen Weldcrete by Larsen Products Corp, Rockville, MD www.larsenproducts.com. 9. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com. 10. Sonneborn / BASF Building Systems, Shakopee, MN www.chemrex.com. 11. TAMMS Industries, Mentor, OH www.tamms.com. 12. Unitex, Kansas City, MO www.unitex-chemicals.com. 13. U S Mix Products Co, Denver, CO www.usspec.com. 14. W R Meadows, Hampshire, IL www.wrmeadows.com. 2.3 MIXES A. Submit mix designs to meet following requirements: 1. Proportions: a. Mix Type 1: 1) Minimum weight cement per cu yd concrete: 517 lbs. 2) Water/ Cement Ratio: 0.50 maximum by weight. b. Mix Type 2: 1) Minimum weight cement per cu yd concrete: 564 lbs. 2) Water / Cement Ratio: 0.45 maximum by weight. c. Air Entrainment: 1) Exterior Concrete: 6 percent, plus or minus 1-1/2 percent. d. Do not add water any time during mixing cycle above amount required to meet specified water / cement ratio. No reduction in the amount of cementitious material is allowed. 2. Slump: a. 4 inch slump maximum before addition of high range water reducer. b. 8 inch slump maximum with use of high range water reducer. 3. Admixtures: a. Mix design shall show proposed admixture, amount, usage instructions, and justification for proposed use. Do not use any admixture without Architect's written approval. b. Mineral: An amount of specified fly ash not to exceed 20 percent of weight of cement may be substituted for cement. If substituted, consider fly ash with cement in determining amount of water necessary to provide specified water / cement ratio. c. Chemical: Specified accelerator or retarder may be used if necessary to meet environmental conditions. COMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 -5 KIMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE PART 3 - EXECUTION 3.1 PREPARATION A. Inserts, bolts, boxes, templates, pipes, conduits, and other accessories required by Divisions 22, 23, and 26 shall be installed and inspected before placing concrete. B. Install inserts, bolts, boxes, templates, pipes, conduits, and other accessories furnished under other Sections to be installed as part of work of this Section. C. Remove water and debris from space to be placed. 3.2 INSTALLATION A. Site Tolerances: 1. Tolerances shall conform to requirements of ACI 117, except where specified differently. B. Placing: 1. Place as soon after mixing as possible. Deposit as nearly as possible in final position. Placing of concrete shall be continuous until a panel or section is complete. 2. In order to avoid overloading of forms and ties, observe following rate of filling for various air temperatures: a. Table Five: Placina Rate. Temperature Rate of Fill per Hour 40 deg F 2 feet 50 deg F 3 feet 60 deg F 4 feet 70 deg F 5 feet 3. Compact concrete in forms by vibrating and other means where required. Thoroughly work in concrete around reinforcing bars. 4. Do not embed aluminum in concrete. 5. Do not use contaminated, deteriorated, or re -tempered concrete. 6. Avoid accumulation of hardened concrete. C. Bonding Fresh And Hardened Concrete: 1. Re -tighten forms. 2. Roughen surfaces. 3. Clean off foreign matter and laitance. 4. Wet but do not saturate. 5. Slush with neat cement grout or apply bonding agent. 6. Proceed with placing new concrete. D. Special Requirements: 1. Footings: a. Bear 12 inches minimum into undisturbed earth or on mechanically compacted engineered fill. Step footings at ratio of 1-112 horizontal to One vertical unless detailed otherwise. b. Level top of finish footing and leave rough. c. Where joints are required, bulkhead, key horizontally, and dowel with two No. 5 reinforcing bars, 48 inches long. 2. Equipment Bases: Coordinate with appropriate Sections for locations and dimensions. E. Finishing: 1. Rubbed Finish, Exposed Vertical Surfaces: a. Immediately after removing forms, remove joints, marks, bellies, projections, loose materials, and cut back metal ties from surfaces to be exposed. b. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to smooth, even surface. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 033111 -6 :IMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE Curing: 1. All Concrete Flatwork: Membrane cure as specified in Section 03 3923 3.3 FIELD QUALITY CONTROL A. Inspection: Notify Architect three days minimum before placing concrete for footings, foundation walls, and building slabs. 3.4 PROTECTION A. Protect concrete that has not received its initial set from precipitation to avoid excess water in mix and unsatisfactory surface finish. B. Protect concrete from stains and other maintenance. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 033111-7 KIMBALL & SMITH BUILDINGS NORMAL WEIGHT STRUCTURAL CONCRETE SECTION 03 3923 MEMBRANE CONCRETE CURING 'ART 1 - GENERAL SUMMARY A. Includes But Not Limited To: 1. Quality of membrane concrete curing as described in Contract Documents. B. Related Sections: 1. Section 03 3053: Miscellaneous Cast -In -Place Concrete. 2. Section 03 3111: Normal weight structural concrete. REFERENCES A. American Society For Testing And Materials: 1. ASTM C 309-03, 'Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete.' SUBMITTALS A. Product Data: Manufacturer's product data. B. Quality Assurance / Control: Manufacturer's printed installation instructions. 'ART 2 - PRODUCTS MATERIALS A. Exterior: 1. Low VOC (less than 350 grams per liter), water -borne, membrane forming curing compound meeting requirements of ASTM C 309, Type 2. 2. Horizontal Miscellaneous Cast -In -Place Concrete a. Class Two Quality Standard. See Section 01 6200 for definition of Classes. 1) Vocomp 20 Cure and Seal by W. R. Meadows. )ART 3 - EXECUTION PREPARATION A. Protection: Protect surfaces that will be receiving products or systems incompatible with curing compounds. Where such surfaces do receive curing compound, remove to extent required by installer of products and systems to be subsequently installed and at no additional cost to Owner. END OF SECTION ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 033923-1 CIMBALL &SMITH BUILDINGS MEMBRANE CONCRETE CURING SECTION 03 6213 NON-METALLIC NON -SHRINK GROUTING PART1-GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install structural grout as described in Contract Documents. a. For securing anchor bolts and hardware in concrete. 1.2 REFERENCES A. American Society For Testing And Materials: 1. ASTM C 1107-02, 'Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Non - shrink).' PART 2 -PRODUCTS 2.1 MATERIALS A. Commercial non -shrink grout conforming to requirements of ASTM C 1107, Type B or Type C and providing compressive strength of 6000 psi minimum. 2.2 MANUFACTURERS A. Type Two Acceptable Products: 1. Normal Construction Grout A by Bonsai American, Charlotte, NC www.bonsal.com. 2. Advantage 1107 Grout by Dayton Superior Corporation, Oregon, IL www. davtons uperiorchem ical. com. 3. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com. 4. Construction Grout by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com. 5. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.imco.com. 6. Sonneborn / deGussa Building Systems, Shakopee, MN www.chemrex.com. 7. Horn Grout by TAMMS Industries Inc, Kirkland IL www.tamms.com. 8. U S Spec MP Grout by U S Mix Products Co, Denver, CO www.usspec.com. 9. CG -86 Grout by W R Meadows, Hampshire, IL www.wrmeadows.com. 10. Equal as approved by Architect before installation. See Section 016200. PART 3 - EXECUTION 3.1 INSTALLATION A. Completely eliminate air pockets and provide full contact between grout and item being grouted. Do not exceed Manufacturer's recommended thickness. END OF SECTION i COMPUTER CENTER IMPROVEMENTS 3/21/2008 036213-1 KIMBALL & SMITH BUILDINGS NON-METALLIC NON -SHRINK GROUTING DIVISION 05: METALS D50000 METALS 050503 SHOP -APPLIED METAL COATINGS 050523 METALFASTENINGS END OF TABLE OF CONTENTS 2OMPUTER CENTER IMPROVEMENTS 3/21/2008 05 0000 - 1 KIMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 05 0503 SHOP -APPLIED METAL COATINGS PART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Quality of and procedures for field touch-up and repair of factory -applied priming and galvanizing. B. Related Sections 1. Sections under 09 9000 heading: Finish painting. REFERENCES A. American Society For Testing And Materials: 1. ASTM A 780-01, 'Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings.' 2. ASTM B 695-00, 'Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel.' SUBMITTALS A. Product Data: Product data and samples, if requested by Architect. QUALITY ASSURANCE A. Pre -Installation Conference: Meet with Architect before commencing repair of galvanized surfaces to establish extent of repairs required and, if applicable, choice of methods to be used. )ART 2 - PRODUCTS MATERIALS A. Material For Repairs Of Galvanized Surfaces: 1. Items Exposed To Weather: a. Zinc -Based Solders, Powder, Or Rod: 1) Zinc -Cadmium solder with liquidus temperature range from 518 to 527 deg F, or 2) Zinc -Tin -Lead alloy with liquidus temperature range from 446 to 500 deg F. b. Sprayed Zinc: Wire, ribbon, or powdered zinc suitable for process. 'ART 3 - EXECUTION PREPARATION A. General: 1. Clean, grind, or otherwise prepare welds in steel that is to be coated within limits acceptable to welder responsible for structural integrity. 2. Surfaces to be coated shall be clean, dry and free of oil, grease, and corrosion products. ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 050503-1 CIMBALL & SMITH BUILDINGS SHOP -APPLIED METAL COATINGS B. Preparation Of Galvanized Surfaces: 1. Follow requirements of ASTM A 780 and following: 2. For Repair Using Zinc -Rich Paints: a. Blast clean surfaces to near -white metal, in accordance with SSPC-SP10 (1 to 2 mil anchor pattern), as minimum. b. Where circumstances do not allow blast cleaning, power disk sand to bright metal finish. c. Extend surface preparation into undamaged galvanized area. d. Remove flux residue and weld spatter from welded areas. 3. For Repair Using Zinc -Based Alloys: a. Clean surface to be reconditioned using wire brush, light grinding action, or mild blasting. b. Extend surface preparation into surrounding, undamaged galvanized areas. c. Remove flux residue and weld spatter from welded areas. d. Preheat cleaned area to at least 600 deg F. 1) Do not overheat surface beyond 750 deg F or allow surrounding galvanized coatings to be burned. 2) Wire brush surface during preheating. 4. For Repair Using Sprayed Zinc (Metallizing): a. Blast clean surfaces to near -white metal, in accordance with SSPC-SP5 as minimum. b. Extend surface preparation into undamaged galvanized area. c. Remove flux residue and weld spatter from welded areas. 3.2 REPAIR/ RESTORATION A. Repairs To Galvanized Surfaces: 1. Items Exposed To Weather: a. Repair Using Zinc -Based Alloys: 1) Rub cleaned, pre -heated areas with repair stick to deposit evenly distributed layer of zinc alloy. If powdered zinc alloys are used, sprinkle powder on surface and spread out with spatula or similar tool. 2) Remove flux residue by rinsing with water or wiping with damp cloth. b. Repair Using Sprayed Zinc (Metallizing): Apply 2 mil minimum coating by means of metal - spraying pistols fed with either zinc wire or zinc powder in accordance with requirements of ASTM B 695, Type I. 2. All Items: a. Apply repair materials immediately after surface preparation is complete. b. Take thickness measurements, with either magnetic or electromagnetic gauge, to ensure applied coating is as specified or agreed to. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 05 0503 -2 KIMBALL & SMITH BUILDINGS SHOP -APPLIED METAL COATINGS SECTION 05 0523 METAL FASTENING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Requirements and standards for site welded metal -to -metal connections. B. Related Sections: 1. Performance of welding specified under Section concerned. 1.2 REFERENCES A. American Welding Society / American National Standards Institute: 1. AWS / ANSI D1.1-2003, 'Structural Welding Code - Steel.' 2. AWS /ANSI D1.3-1998, 'Structural Welding Code - Sheet Steel.' 1.3 QUALITY ASSURANCE A. Qualifications: Welders shall be certified 30 days minimum before beginning work on Project. If there is doubt as to proficiency of welder, Architect may require welder to take another test, at no expense to Owner. Certification shall be by Pittsburgh Laboratories or other authority approved by Architect. B. Certifications: Maintain welder's certifications on job -site. DART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Arc -Welding Electrodes: Type E70XX AWS Iron and Steel Arc -welding electrodes and meeting current AISC Specifications. DART 3 - EXECUTION 1.1 PERFORMANCE A Welding shall meet requirements of ANSI / AWS D1.1 and D1.3. END OF SECTION ,OMPUTER CENTER IMPROVEMENTS 3/21/2008 050523-1 CIMBALL & SMITH BUILDINGS METAL FASTENING DIVISION 06: WOOD, PLASTICS, AND COMPOSITES r -- )62000 FINISH CARPENTRY 062024 DOOR, FRAME, AND FINISH HARDWARE INSTALLATION END OF TABLE OF CONTENTS :OMPUTER CENTER IMPROVEMENTS 3/21/2008 06 0000 - 1 :IMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 06 2024 DOOR, FRAME, AND FINISH HARDWARE INSTALLATION PART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Furnish and install sealants for calking door frames as described in Contract Documents. 2. Furnish and install insulation in doorframes as described in Contract Documents. B. Products Installed But Not Supplied Under This Section: 1. Flush wood doors. 2. Hollow metal doors. 3. Hollow metal door frames. 4. Finish hardware. C. Related Sections: 1. Section 07 9213: Quality of sealants. 2. Sections under 08 1000 heading: Furnishing of doors and metal frames. 3. Sections under 08 7000 heading: Furnishing of finish hardware. SUBMITTALS A. Quality Assurance / Control: 1. Inspection report verifying correct operation and adjustment of installed hardware. 2. Copy of 'Installation Guide for Doors & Hardware' by Door & Hardware Institute. Guide may be obtained from Door and Hardware Institute (DHI). QUALITY ASSURANCE A. Regulatory Requirements: Fire door installations shall meet code requirements. Pre -Installation Conference: 1. Schedule conference after hardware has been delivered to site and organized into hardware groups by door, but prior to installation of hardware. 2. Check for appropriate blocking and for correct hardware models and fasteners for substrates. 3. Review set of Manufacturer's installation, adjustment, and maintenance instructions submitted under Section 08 7101. 'ART 2 - PRODUCTS: Not Used 'ART 3 - EXECUTION INSTALLATION A. Hollow Metal Frames: 1. Site Tolerances: a. Squareness: 1/16 inch from top edge to opposite top edge. b. Plumbness: 1/16 inch from top of jamb to bottom of jamb. c. Alignment: 1/16 inch from plane of left side face of jamb to right side face of jamb. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 062024-1 JMBALL & SMITH BUILDINGS DOOR, FRAME, AND FINISH HARDWARE INSTALLATION d. Twist: 1/16 inch across throat of jamb plane measured across each face to plane of opposite jamb throat. e. Finished Clearance Between Door And Frame: 1) 1/16 inch at head and hinge jamb plus 1/16 inch maximum 2) 1/8 inch at strike jamb plus or minus 1/16 inch maximum. 3) 1/2 inch to top of finished floor surface or 1/4 inch to top of threshold, plus or minus 1/16 inch maximum. 2. Set frame in location and level head. 3. Equalize with adjustable floor anchor. 4. Set spreaders and fasten jambs to floor and wall. a. Wood spreaders shall be square, fabricated from lumber one inch minimum thick, be same length as door opening at header, and same depth as frame. b. Cut notches for frame stops. c. Do not remove spreaders until frames are permanently anchored in wall. d. Use one spreader at base of frame and another at strike level. e. Do not use temporary spreaders welded to base of jambs during installation of frame. 5. Fill gap between frame and framing with urethane foam or tightly -packed fiberglass insulation. If urethane foam is used, coat interior of frames with foam before installing frame. Trim excess before installation of frame. 6. Calking: a. Calk around both sides of frames of doors receiving acoustical seals with specified sealant. b. Calk around both sides of frames installed in exposed masonry walls with specified sealant. B. Doors: 1. When Project is completed, doors shall not bind, stick, or be mounted so as to cause future hardware difficulties. 2. Do not impair utility or structural strength of door in fitting of door, applying hardware, or cutting and altering door panels or other special details. C. Hardware: 1. General: a. Install using set of Manufacturer's installation, adjustment, and maintenance instructions submitted with hardware under Section 08 7101. Follow as closely as possible. b. Mount closers on jamb stop side of door in parallel arm configuration where it is physically possible to do so and not damage or hinder operation of door or closer. 2. Hardware for Wood Doors: a. If doors are not factory -machined, use hardware templates furnished by Hardware Manufacturer when mounting hardware. b. Set hinges flush with edge surface. Be sure that hinges are set in a straight line to prevent distortion. c. Mount door latches high in strike plate opening so when door later settles, latch will not bind. 3.2 FIELD QUALITY CONTROL A. Tests: In meeting attended by local representatives and Architect, test every door and locking mechanism. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 062024-2 KIMBALL & SMITH BUILDINGS DOOR, FRAME, AND FINISH HARDWARE INSTALLATION i DIVISION 07: THERMAL AND MOISTURE PROTECTION i 079000 JOINT PROTECTION 879213 ELASTOMERIC JOINT SEALANTS END OF TABLE OF CONTENTS :OMPUTER CENTER IMPROVEMENTS 3/21/2008 07 0000 - 1 :IMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 07 9213 ELASTOMERIC JOINT SEALANTS PART1-GENERAL SUMMARY A. Includes But Not Limited To: 1. Furnish and install sealants not specified to be furnished and installed under other Sections. 2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material, and installation requirements. B. Related Sections: 1. Furnishing and installing of sealants is specified in Sections specifying work to receive new sealants. SUBMITTALS A. Product Data: 1. Manufacturer's literature and installation recommendations for each Product. 2. Schedule showing joints requiring sealants. Show also backing and primer to be used. B. Quality Assurance / Control: Certificate from Manufacturer indicating date of manufacture. DELIVERY, STORAGE, AND HANDLING A. Handle to prevent inclusion of foreign matter, damage by water, or breakage. B. Deliver and keep in original containers until ready for use. C. Do not use damaged or deteriorated materials. D. Store in a cool place, but never under 40 deg F. 'ART 2 -PRODUCTS MATERIALS A. Sealants: 1. Sealants provided shall meet Manufacturer's shelf -life requirements. 2. Exterior Building Elements: a. Wall penetrations. b. Connections. c. Other joints necessary to seal off building from outside air and moisture. d. Category Four Approved Products. See Section 01 6200 for definitions of Categories. 1) Dow Corning: a) Primer: 1200. b) Sealant: 791. 2) GE Sealants & Adhesives: a) Primer: SS4044. b) Sealant: Silpruf SCS 2000, 3) Tremco: OMPUTER CENTER IMPROVEMENTS 3/21/2008 079213-1 IMBALL & SMITH BUILDINGS ELASTOMERIC JOINT SEALANTS a) Primer: (1) Metal: No. 20. (2) Other: No. 23. b) Sealant: Spectrum 1. 3. Exterior Concrete: a. Category Four Approved Products, See Section 016200 for definitions of Categories. 1) Expansion joints in retaining walls: a) Dow Corning: (1) Primer: 1200. (2) Sealant: 790. b) GE Sealants & Adhesives: (1) Primer: SS4044. (2) Sealant: Silpruf SCS 2000. 4. Color: As selected by Architect from Manufacturer's standard colors. B. Backing: Flexible closed cell, non -gassing polyurethane or polyolefin rod or bond breaker tape as recommended by Sealant Manufacturer for joints being sealed. 2.2 MANUFACTURERS A. Contact Information: 1. Dow Corning Corp, Midland, MI www.dowcorning.com. 2. Laticrete International Inc, Bethany, CT www.laticrete.com. 3. GE Sealants & Adhesives, Huntersville, NC www.gesealants.com. 4. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com. 5. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com. 6. Tremco, Cleveland, OH www.tremcosealants.com. PART 3 - EXECUTION 3.1 PREPARATION A. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. B. Apply primer, if required. C. Joint Backing: 1. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch deep. 2. Apply bond -breaker tape in shallow joints as recommended by Sealant Manufacturer. 3.2 APPLICATION A. Apply sealant with hand -calking gun with nozzle of proper size to fit joints. Use sufficient pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical joints from bottom to top. B. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to achieve smooth sealant surface. Tool joints in opposite direction from application direction, i.e., in vertical joints, from the top down. Do not 'wet tool' sealants. C. Depth of sealant bite shall be 1/4 inch minimum and 1/2 inch maximum, but never more than one half or less than one fourth joint width. D. Do not apply calking at temperatures below 40 deg F. COMPUTER CENTER IMPROVEMENTS 3/21/2008 079213-2 KIMBALL & SMITH BUILDINGS ELASTOMERIC JOINT SEALANTS E. Calk gaps between painted or coated substrates and unfinished or pre -finished substrates. Calk gaps larger than 3/16 inch between painted or coated substrates. 3.3 CLEANING A. Clean adjacent materials, which have been soiled, immediately (before setting) as recommended by Manufacturer. END OF SECTION ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 079213-3 JMBALL & SMITH BUILDINGS ELASTOMERIC JOINT SEALANTS DIVISION 08: OPENINGS )80000 OPENINGS 080601 HARDWARE GROUP AND KEYING SCHEDULES )81000 DOORS AND FRAMES 081213 HOLLOW METAL FRAMES 08 1313 HOLLOW METAL DOORS 187000 HARDWARE 087101 COMMON FINISH HARDWARE REQUIREMENTS 087102 HANGING DEVICES 087103 SECURING DEVICES 087106 CLOSING DEVICES 087108 STOPS AND HOLDERS 087109 ACCESSORIES END OF TABLE OF CONTENTS �OMPUTER CENTER IMPROVEMENTS 3/21/2008 08 0000 - 1 CIMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 08 0601 HARDWARE GROUP AND KEYING SCHEDULES 'ART 1 - HARDWARE GROUPS for FINISH HARDWARE SINGLE INTERIOR DOORS: A. Group 23A: Door(s) 171A 1. 3 each: Hinges. 2. 1 each: Lockset Function — Schlage ND25D. 3. 1 each: Closer. 4. 1 each: Stop. 5. 1 each: Threshold. 6. 1 each: Acoustic Seal. 7. 1 set: Smoke Gaskets. B. Group 235: Door(s) 149A 1. 3 each: Re -use cxmng hinges. 2. 1 each: Re -use exlstrng'�ckset from removed Kimball Building door. 3. 1 each: Re -use existing closer. 4. 1 each: Re -use existing stop. 5. 1 each: New Threshold. 6. 1 each: New Acoustic Seal. 7. 1 set: New Smoke Gaskets. 8. 1 each: Re -use existing access control system (biometric hand reader) removed from Kimball Building Door. 9. 1 each: Re -use existing electrified strike system removed from Kimball Building Door. 10. 1 each: Re -use existing alarm contact removed from Smith Building door. C. Group 49: Door(s)170G 1. Re -use existing hardware. END OF SECTION �OMPUTER CENTER IMPROVEMENTS 3/21/2008 080601-1 :IMBALL & SMITH BUILDINGS HARDWARE GROUP AND KEYING SCHEDULES SECTION 081213 HOLLOW METAL FRAMES PART 1 -GENERAL A. Products Supplied But Not Installed Under This Section: 1. Hollow metal frames. B. Related Sections: 1. Section 06 2024: Installation. 1.2 REFERENCES A. Steel Door Institute / American National Standards Institute: 1. SDI /ANSI A250.11-2002, 'Recommended Erection Instructions for Steel Frames.' 1.3 SUBMITTALS A. Quality Assurance / Control: Copy of SDI / ANSI A250.11. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Frames: 1. Cold rolled furniture steel. a. Interior Frames: 16 ga. 2. Provide labeled frame to match fire rating of door. 3. Finish: a. Use one of following systems: 1) Prime surfaces with rust inhibiting primer. 2) Galvanize. 4. Anchors: 16 US ga minimum meeting UL or other code acceptable requirements for door rating involved. 2.2 MANUFACTURERS A. Category One Approved Manufacturers. See Section 01 6200 for definitions of Categories. 1. Any current member of Steel Door Institute. 2.3 FABRICATION A. General Requirements: 1. Frames shall be welded units. Provide temporary spreader on each welded frame. 2. Provide Manufacturer's gauge label for each item. 3. Make breaks, arrises, and angles uniform, straight, and true. Accurately fit corners. B. Provide mortar guards at strikes and hinges. COMPUTER CENTER IMPROVEMENTS 3/21/2008 081213-1 KIMBALL & SMITH BUILDINGS HOLLOW METAL FRAMES C. Anchors: 1. Provide three jamb anchors minimum for each jamb. On hinge side, install one anchor at each hinge location. On strike side, install one anchor at strike level and anchors at same level as top and bottom hinges. Tack weld anchors on frames intended for installation in framed walls. 2. Anchor types and configurations shall meet wall conditions. 'ART 3 - EXECUTION SUPPLIERS A. Category One VMR Suppliers. See Section 01 6200 for definitions of Categories. 1. Architectural Building Supply, Salt Lake City, UT Russ Farley, Phone (800) 574-4369 FAX 801 484-6817, e-mail russf@absdoors.com. 2. Beacon Metals Inc, Salt Lake City, UT Jared Butler, Phone (888) 823-2206, FAX 801-485-764, e-mail fared@beacon-metals.com. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 081213-2 IMBALL & SMITH BUILDINGS HOLLOW METAL FRAMES SECTION 081313 HOLLOW METAL DOORS PART 1 -GENERAL 1.1 SUMMARY f A. Products Supplied But Not Installed Under This Section: 1. Hollow metal fire doors. B. Related Sections: 1. Section 06 2024: Door installation. 1.2 REFERENCES A. Steel Door Institute: 1. SDI -100-91, 'Recommended Specifications, Standard Steel Doors And Frames. PART2-PRODUCTS 2.1 MANUFACTURED UNITS A. Doors: 1. Meet requirements of Steel Door Institute Bulletin SDI -100. a. Grade I for interior doors. b. Model 1 Full Flush or Model 2 Seamless designs at Manufacturer's option. c. Type F as required. d. Finish: 1) Interior doors primed or galvanized. 2. Insulation: Insulate doors sufficient to provide U -value of 0.10 maximum. 3. Fire Doors: Doors designated as labeled doors shall carry appropriate UL label on door and frame. 2.2 MANUFACTURERS A. Category One Approved Manufacturers. See Section 016200 for definitions of Categories. 1. Any current member of Steel Door Institute. 2.3 FABRICATION A. General: 1. Mortise and reinforce doors for hinges and locks. 2. Reinforce doors for closers and other surface applied hardware. 3. Drill and tap on job. 4. Seams along vertical edges of door need not be filled. 5. Do not extend hinge cut out full width of door unless fill strip is inserted, weld filled, and ground smooth so no seam appears on back face plate. B. Fire Doors: 1. Construct UL fire doors and frames to meet UL's specific approval according to current procedure for door rating involved, Procedure No. R-3791 and R-3821 as listed by UL. COMPUTER CENTER IMPROVEMENTS 3/21/2008 08 1313-1 KIMBALL & SMITH BUILDINGS HOLLOW METAL DOORS !.4 SOURCE QUALITY CONTROL A. Verification of Performance: Label each door as conforming to above required standards. 'ART 3 - EXECUTION '�.1 SUPPLIERS A. Category One VMR Suppliers. See Section 016200 for definitions of Categories. 1. Architectural Building Supply, Salt Lake City, UT Russ Farley, Phone (800) 574-4369 FAX 801- 484-6817, e-mail russf@absdoors.com. 2. Beacon Metals Inc, Salt Lake City, UT Jared Butler, Phone (888) 823-2206, FAX 801-485-764, e-mail jared@beacon-metals.com END OF SECTION DMPUTER CENTER IMPROVEMENTS 3/21/2008 08 1313-2 MBALL & SMITH BUILDINGS HOLLOW METAL DOORS SECTION 08 7101 COMMON FINISH HARDWARE REQUIREMENTS PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General requirements for finish hardware related to architectural wood and hollow metal doors. B. Related Sections: 1. Section 06 2024: Installation. 2. Section 08 0601: Hardware Group Schedules. 1.2 SUBMITTALS A. Product Data: 1. Manufacturer's cut sheets. 2. Two copies of Manufacturer's installation, adjustment, and maintenance instructions for each piece of hardware. Include one set in Operations And Maintenance Manual and send one set with hardware when delivered. 3. Copy of hardware schedule. B. Shop Drawings: Submit hardware schedule indicating hardware to be supplied. Schedule shall indicate details such as proper type of strikeplates, spindle lengths, hand, backset, and bevel of locks, hand and degree opening of closer, length of kickplates, length of rods and flushbolts, type of door stop, and other necessary information necessary to determine exact hardware requirements. 1.3 QUALITY ASSURANCE A. Suppliers bidding this work shall have two years minimum experience in providing, detailing, scheduling, and installing builders hardware and shall employ at least one full time DHI Architectural Hardware Consultant (AHC). 1.4 DELIVERY, STORAGE, AND HANDLING A. Neatly and securely package hardware items by hardware group and identify for individual door with specified group number and set number used on Supplier's hardware schedule. Include fasteners and accessories necessary for installation and operation of finish hardware in same package. 1.5 SCHEDULING A. Hardware Templates: 1. Provide hardware templates to Sections 08 1213 and 08 1313 within 14 days after Architect approves hardware schedule. 2. Supply necessary hardware installation templates to Section 06 2024 before pre -installation conference. COMPUTER CENTER IMPROVEMENTS 3/21/2008 087101 -1 KIMBALL & SMITH BUILDINGS COMMON FINISH HARDWARE REQUIREMENTS PART 2 -PRODUCTS 2.1 FINISHES A. Finishes for steel, brass, or bronze hardware items shall be US26D, Chromium plated, satin, except flat goods which may be US32D, stainless steel, satin. Materials other than steel, brass, or bronze shall be finished to match the appearance of US26D / 32D. 2.2 FASTENERS A. Fasteners shall be of suitable types, sizes and quantities to properly secure hardware. Fasteners shall be of same material and finish as hardware unless otherwise specified. PART 3 - EXECUTION 3.1 SUPPLIERS A. Category One Approved VMR Suppliers. See Section 01 6200 for definitions of Categories. 1. Architectural Building Supply, Salt Lake City, UT Russ Farley, Phone (800) 574-4369, FAX 801 484-6817, e-mail russf@absdoors.com. 2. Beacon Metals Inc, Salt Lake City, UT Jared Butler, Phone (888) 823-2206, FAX 801-485-764, e-mail jared@beacon-metals.com. 3.2 PREPARATION A. Before ordering materials, examine documents to be assured that material to be ordered is appropriate for substrate to which it is to be secured and will function as intended. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 087101 -2 IMBALL & SMITH BUILDINGS COMMON FINISH HARDWARE REQUIREMENTS SECTION 08 7102 HANGING DEVICES PART1-GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section: 1. Hinges for hollow metal doors. B. Related Sections: 1. Section 08 7101: Common Hardware Requirements. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Hinges: 1. Sizes: a. 1-3/4 inch doors and fire -rated doors in metal frames: 1) Standard: 4-1/2 inches by 4-1/2 inches. 2) Wide Throw: 4-1/2 inches by width required. 2. Class One Quality Standards. See Section 01 6200 a. Interior: HagerAB850. b. Exterior: Hager AB850 with security stud. C. Equals by Ives, McKinney, PBB, or Stanley. 3. Category Four Approved Products. See Section 01 6200 for definitions of Categories. a. Interior: 1) Hager: BB 1279. 2) Ives: 5BBI. 3) McKinney: TA 2714. 4) MacPro / McKinney: MPB79 5) PBB: 8681. 6) Stanley: FBB 179, 2.2 MANUFACTURERS A. Approved Manufacturers 1. Hager Companies, St Louis, MO www.hagerhinge.com. 2. Ives, New Haven, CT www.iveshardware.com. 3. McKinney, Scranton, PA www.mckinneyhinge.com. 4. PBB, Ontario, CA www.pbbinc.com. 5. Stanley, New Britain, CT www,stanleyworks.com. PART 3 - EXECUTION: Not Used END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 087102-1 KIMBALL & SMITH BUILDINGS HANGING DEVICES SECTION O8 7103 SECURING DEVICES PART 1 -GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section: 1. Items for hollow metal doors: a. Locksets and latchsets. B. Related Sections: E 1. Section 08 7101: Common Hardware Requirements. 'ART 2 -PRODUCTS ?.1 MANUFACTURED UNITS A. General: 1. Backsets shall be 2-3/4 inches. 2. Furnish lead shields where required. B. Locksets And Latchsets: 1. Lever Operated: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories. 1) Schlage ND Series, x BHMA 626 Satin Chrome Finish. Lever design Rhodes. !.2 MANUFACTURERS A. Contact Information: 1. Schlage, Colorado Springs, CO www.schlage.com. 'ART 3 - EXECUTION: Not Used END OF SECTION 'OMPUTER CENTER IMPROVEMENTS 3/21/2008 087103-1 IMBALL & SMITH BUILDINGS SECURING DEVICES SECTION 08 7106 CLOSING DEVICES PART 1 -GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section: 1. Closers for flush wood doors and hollow metal doors. B. Related Sections 1. Section 08 7101: Common Hardware Requirements: 1.2 WARRANTY A. Provide Manufacturer's standard warranty, 5 years minimum. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Surface -Mounted Overhead Door Closers: 1. Closers provided under this Section shall be from same Manufacturer. 2. Provide parallel arms on closers unless door position in relation to adjacent wall requires otherwise. Provide covers. 3. Closers shall allow for 180 degree opening and not be used as a stop. 4. Closers shall have following features: a. Adjustable sweep speed. b. Adjustable backcheck. c. Non -handed, non -sized. 5. Category Four Approved Products. See Section 01 6200 for definitions of Categories. a. 4041 Series by LCN Closers, Princeton, IL www.Icnclosers.com. PART 3 - EXECUTION 3.1 INSTALLATION A. Mount closers on stop side of door wherever conditions permit. B. Through -bolt hardware -to -door connections. 3.2 ADJUSTING A. Adjust closers to provide maximum opening force as required by governing code authority and proper backcheck and sweep speed. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 08 7106 - 1 KIMBALL & SMITH BUILDINGS CLOSING DEVICES SECTION 08 7108 STOPS AND HOLDERS PART 1 -GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section: 1. Door stops. B. Related Sections: 1. Section 08 7101: Common Hardware Requirements. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Stops: 1. Interior Wall: a. Category Four Approved Product. See Section 01 6200 for definition of Categories. 1) Don -Jo Manufacturing: Model 1406 with lifetime brass finish. 2.2 MANUFACTURERS A. Contact Information: 1. Don -Jo Manufacturing, Sterling, MA www.don-lo.com. 2. Glynn -Johnson, Indianapolis, IN www.glynn-johnson.com. 3. Hager, St Louis, MO www.hagerhinge.com. 4. Ives, Wallingford, CT www,iveshardware.com. 5. Rockwood Manufacturing Co, Rockwood, PA www.rockfordmfg.com. 'ART 3 - EXECUTION INSTALLATION A. Interface With Other Work: Coordinate installation with other door hardware. END OF SECTION ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 087108-1 :IMBALL & SMITH BUILDINGS STOPSAND HOLDERS SECTION 08 7109 ACCESSORIES PART 1 -GENERAL 1.1 SUMMARY A. Products Supplied But Not Installed Under This Section: 1. Metal thresholds where required for wood doors and hollow metal doors. 2. Acoustical seals. 3. Smoke gaskets. B. Related Sections: 1. Section 08 7101: Common Hardware Requirements and VMR Suppliers. PART 2 -PRODUCTS 2.1 MANUFACTURED UNITS A. Thresholds: 1. Type One Acceptable Products: a. Interior Doors at Acoustic Seals, Approved Products: 1) Carpet / Concrete, Wood, or Resilient Flooring: a) 504S -D by Hager. b) 417DkB by NGP. c) 174D by Pemko. 2) Concrete, Wood, or Resilient Flooring Both Sides: a) 418S -D by Hager. b) 411 DkB by NGP. c) 151 D by Pemko. b. Equals as approved by Architect before bidding. See Section 016200. B. Acoustical Seals: 1. Color as selected by Architect. 2. Type One Acceptable Products: a. Door Bottom for Wood Door: 1) 13VDkB by NGP. 2) 211DV by Pemko. b. Door Bottom for Metal Door: 1) 779S -A by Hager. 2) 35EV by NGP. 3) 217AV by Pemko. c. Equal as approved by Architect before bidding. See Section 01 6200. C. Smoke Gaskets: 1. Color as selected by Architect. 2. Type One Acceptable Products: a. 726 by Hager. b. 5050 by NGP. C. PK55 by Pemko. d. Equal as approved by Architect before bidding. See Section 01 6200. COMPUTER CENTER IMPROVEMENTS 3/21/2008 KIMBALL & SMITH BUILDINGS 087109-1 ACCESSORIES 2.2 MANUFACTURERS A. Contact Information: 1. Hager, St Louis, MO www.hagerhinge.com. 2. NGP - National Guard Products, Memphis, TN www.ngpine.com. 3. Pemko Manufacturing, Ventura, CA www.pemko.com. PART 3 - EXECUTION 3.1 INSTALLATION A. Install smoke gaskets and acoustical seals in manner to give continuous air-tight fit. 1. Install smoke gaskets in 'wipe seal' configuration. 2. Install acoustical seal with seal under door. t END OF SECTION i i { r i I i ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 087109-2 CIMBALL & SMITH BUILDINGS ACCESSORIES DIVISION 09: FINISHES 092000 PLASTER AND GYPSUM BOARD 092216 NON-STRUCTURAL METAL FRAMING 092900 GYPSUM BOARD 095000 CEILINGS 095113 ACOUSTICAL PANEL CEILINGS 096000 FLOORING 096900 ACCESS FLOORING 099000 PAINTS AND COATINGS 099001 COMMON PAINTING AND COATING REQUIREMENTS 099121 INTERIOR PAINTED POURED CONCRETE 099122 INTERIOR PAINTED CMIJ 099123 INTERIOR PAINTED GYPSUM BOARD, PLASTER 099124 INTERIOR PAINTED METAL 099413 INTERIOR TEXTURED FINISHING END OF TABLE OF CONTENTS 'OMPUTER CENTER IMPROVEMENTS 3/21/2008 09 0000 - 1 CIMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 09 2216 NON-STRUCTURAL METAL FRAMING '7_1i�iQ�1��1�:L•1� SUMMARY A. Includes But Not Limited To: 1. Furnish and install metal framing and furring systems and blocking as described in Contract Documents. REFERENCES A. American Society For Testing And Materials: 1. ASTM C 645-04, 'Standard Specification for Nonstructural Steel Framing Members. SUBMITTALS A. Shop Drawings: Show special components and installations not fully dimensioned or detailed in Manufacturer's Product data. B. Quality Assurance / Control: 1. Manufacturer's technical product data, installation instructions, and recommendations for each component of system. 2. ICBO Evaluation Report: QUALITY ASSURANCE A. Regulatory Requirements: ICBG approved. B. Pre -Installation Conference: Schedule pre -installation conference to be held after submittals have been reviewed and returned by Architect, but before beginning metal framing work. Identify location of required blocking. ART 2 -PRODUCTS COMPONENTS A. Framing: 1. 20 ga minimum, unless noted greater on Drawings, meeting requirements of ASTM C 645. 2. Tracks, bridging, blocking, strapping, and other accessories shall be as described in Contract Documents or as required by Manufacturer's system. 3. Type One Acceptable Products: a. 3-5/8 IC 20 ga by American Studco. b. 362DS20P by CEMCO. c. Drywall Metal, 20 ga only, by Clark Western. d. 20 Ga STE by Dietrich Industries. e. 20 Ga 3-5/8 SS Series by Steeler Inc. f. Any member of Steel Stud Manufacturer's Association (SSMA). g. Equal as approved by Architect before bidding. See Section 01 6200. OMPUTER CENTER IMPROVEMENTS 3/21/2008 092216-1 IMBALL & SMITH BUILDINGS NON-STRUCTURAL METAL FRAMING B. Sheet Steel: 18 ga hot -dipped galvanized sheet steel. C. Sill Sealer: Closed -cell polyethylene foam, 1/4 inch thick by width of plate. 2.2 MANUFACTURERS i A. Contact Information: 1. Allied Studco Inc, Phoenix, AZ www.studco.com. 2. CEMCO, City of Industry, CA www.cemcosteel.com. 3. Clark Western, Cincinnati, OH www.clarksteel.com. 4. Dietrich Industries Inc, Pittsburgh, PA www.dietrichindustries.com. 5. Steeler Inc, Seattle, WA www.steeler.com. i PART 3 - EXECUTION 3.1 INSTALLATION A. General: Specifications of Stud Wall Manufacturer shall govern this work unless more stringent requirements are required by Contract Documents. B. Interface With Other Work: 1. Coordinate with other Sections to provide blocking necessary for their work. 2. Coordinate with other Sections for location of blocking required for installation of equipment and building specialties. C. Wall Tolerances: 1. 1/4 inch in 20 feet, non -cumulative in length of wall. 2. 1/8 inch in 10 feet with 1/4 inch maximum in height of wall. 3. Distances between parallel walls shall be 1/4 inch maximum along length and height of wall. D. Framing: 1. Install specified sill sealer under sill plates of interior walls. 2. Stiffen metal -framed walls with 3/4 inch cold -rolled channels placed horizontally approximately 48 inches on center and securely attach to each stud. 3. Similarly reinforce door and window openings at headers with reinforcing channel extending 18 inches minimum each side of opening. 4. Apply double framing members at openings. Wrap multiple, adjacent framing members with duct tape or otherwise secure to eliminate 'chattering.' 5. Use grommets at framing penetrations where unsecured items pass through. E. Sheet Steel: Before installation of gypsum wallboard, install sheet steel for blocking. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 092216-2 KIMBALL & SMITH BUILDINGS NON-STRUCTURAL METAL FRAMING SECTION 09 2900 GYPSUM BOARD DART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Furnish and install gypsum board as described in Contract Documents. B. Related Sections: I 1. Section 09 9413: Textured finishing REFERENCES A. Gypsum Association: 1. GA -214-90: 'Recommended Specification: Levels of Gypsum Board Finish.' B. American Society For Testing And Materials: 1. ASTM C 36-03, 'Standard Specification for Gypsum Wallboard.' 2. ASTM C 475-02, 'Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board.' 3. ASTM C 840-01, 'Standard Specification for Application and Finishing of Gypsum Board.' 4. ASTM C 1002-01, 'Standard Specification for Steel Self -Piercing Tapping Screws for the Application of Gypsum Panels or Metal Plaster Bases to Wood Studs or Steel Studs.' 5. ASTM C 1047-04, 'Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base.' 6. ASTM C 1396-04, 'Standard Specification for Gypsum Board.' SUBMITTALS A. Quality Assurance / Control: Fire test results or assembly diagrams and numbers confirming products used will provide required fire ratings with installation configurations used. QUALITY ASSURANCE A. Pre -Installation Conference: 1. Schedule pre -installation conference immediately before installation of gypsum wallboard. 2. In addition to agenda items specified in Section 01 3000, review finish requirements necessary for installation of finish materials over gypsum wallboard. DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name, applicable standard designation, and Manufacturer's name. B. Store material under roof and keep dry. Stack gypsum board flat and protect from damage. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 09 2900 - 1 JMBALL & SMITH BUILDINGS GYPSUM BOARD 1.6 PROJECT CONDITIONS A. Environmental Requirements: 1. Temperature shall be 50 deg F and 95 deg F maximum day and night during entire joint operation and until execution of Certificate of Substantial Completion. 2. Provide ventilation to eliminate excessive moisture. 3. Avoid hot air drafts that will cause too rapid drying. PART2-PRODUCTS 2.1 MATERIALS A. Interior Gypsum Board: 1. Fire -Rated Construction: a. Class Two Quality Standard: Product meeting requirements of ASTM C 36, C 1396, Type X. UL one-hour rated, tapered edge, face paper suitable for painting. 2. Non -Fire -Rated Construction: a. Class Two Quality Standard: Product meeting requirements of ASTM C 36, C 1396, Board installed in areas accessible to public shall have tapered edge to accommodate taping and face paper suitable for painting. 2.2 ACCESSORIES A. Gypsum Board Mounting Accessories: 1. Class Two Quality Standards: a. Furring Channels: 1) Walls: Galvanized DWC-25 by USG. 2) Ceilings: Galvanized DWC-20 by USG. b. Resilient Channels: RC -1 by USG. c. Other accessories as required by Manufacturer's fire tests to provide necessary fire ratings. B. Corner And Edge Trim: 1. Metal, paper -faced metal, paper -faced plastic, or solid vinyl meeting requirements of ASTM C 1047. Surfaces to receive bedding cement treated for maximum bonding. C. Joint Compound: 1. Best grade or type recommended by Board Manufacturer and meeting requirements of ASTM C 475. a. Use Taping Compound for first coat to embed tape and accessories. b. Use Taping Compound or All -Purpose Compound for subsequent coats except final coat. c. Use Finishing Compound for final coat and for skim coat. D. Joint Reinforcing: Paper reinforcing tape acceptable to Board Manufacturer. E. Primer/ Surfacer Under Surfaces To Receive Texturing: 1. Type Two Acceptable Products: a. Sheetrock First Coat by USG. b. Prep Coat by Westpac Materials. c. ProForm Surfacer / Primer by National Gypsum. d. Level Coat by Magnum Products. e. Equal as approved by Architect before bidding. See Section 016200. Fasteners: 1. Bugle head screws meeting requirements of ASTM C 1002. a. Types: COMPUTER CENTER IMPROVEMENTS 3/21/2008 092900-2 KIMBALL & SMITH BUILDINGS GYPSUM BOARD 1) Type W: For fastening gypsum board to wood members, of length to penetrate wood framing 5/8 inch minimum. 2) Type S: For fastening gypsum board to steel framing and ceiling suspension members, of length to penetrate steel framing 3/8 inch minimum. 2.3 MANUFACTURERS A. Contact Information: 1. Beadex Drywall Accessories, Auburn, WA www.usg.com. 2. Chicago Metallic, Chicago, IL www.chicagometallic.com. 3. Georgia Pacific, Atlanta, GA (800) 225-6119 or (404) 652-4000. www.gp.com 4. Westpac Materials Inc, Orange, CA www.westpacmaterials.com. 5. Magnum Products, Lenexa, KS www.levelcoat.com. 6. National Gypsum, Charlotte, NC www.nationalgypsum.com. 7. Structus Building Technologies, Bend, OR www.no-coat.com. 8. United States Gypsum Co, Chicago, IL www.usg.com. 9. Wm. Zinsser & Co, Somerset, NJ www.zinsser.com. DART 3 - EXECUTION INSTALLATION A. Interface With Other Work: Coordinate with Section 092216 for blocking required for installation of equipment and building specialties. Do not install gypsum board until required blocking is in place. B. General: Install and finish as recommended in ASTM C 840 unless specified otherwise in this Section C. Interior Gypsum Board: 1. General: a. Install so trim and reinforcing tape are fully backed by gypsum board. No hollow spaces between pieces of gypsum board over 1/8 inch wide before taping are acceptable. b. Rout out backside of gypsum board to accommodate items that extend beyond face of framing, but do not penetrate face of gypsum board, such as metal door frame mounting brackets, etc. 2. Single Layer Application: a. Apply ceilings first using minimum of two men. b. Use board of length to give minimum number of joints. c. On walls over 108 inches high and on ceilings, apply board perpendicular to support. d. Stagger end joints. End and edge joints of board applied on ceilings shall occur over framing members or be back blocked with 2x4 blocking. End joints of board horizontally applied on walls shall occur over framing members. Edge joints of board vertically applied on walls shall occur over framing members. e. Butt edges in moderate contact. Do not force in place. Shim to level. f. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling surfaces level. g. Scribe work closely. Keep joints as far from openings as possible. If joints occur near an opening, apply board so vertical joints are centered over openings. No vertical joints shall occur within 8 inches of external corners or openings. h. Install board tight against support with joints even and true. Tighten loose screws. i. Calk perimeter joints in sound insulated rooms with specified acoustical sealant. 3. Fastening: a. Apply from center of board towards ends and edges. b. Apply screws 3/8 inch minimum from ends and edges, one inch maximum from edges, and 1/2 inch maximum from ends. c. Spacing: ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 092900-3 JMBALL & SMITH BUILDINGS GYPSUM BOARD 1) Ends: Screws not over 7 inches on center at edges where blocking or framing occurs. 2) Wood Framed Walls And Ceilings: Screws 7 inches on center in panel field. 3) Metal Framed Walls: Screws 12 inches on center in panel field. d. Set screw heads 1/32 inch below plane of board, but do not break face paper. If face is accidentally broken, apply additional screw 2 inches away. e. Screws on adjacent ends or edges shall be opposite each other. f. Drive screws with shank perpendicular to face of board. 4. Trim: a. Corner Beads: 1) Attach corner beads to outside corners. a) Attach metal corner bead with staples spaced 4 inches on center maximum and flat taped over edges of corner bead. Also, apply screw through edge of corner bead where wood trim will overlay corner bead. b) Set paper -faced trim in solid bed of taping compound. b. Edge Trim: Apply where gypsum board abuts dissimilar material in accordance with Manufacturer's instructions. 5. Finishing: a. General: 1) Tape and finish joints and corners as specified below to correspond with final finish material to be applied to gypsum board. When sanding, do not raise nap of gypsum board face paper or paper -faced trim. 2) First Coat: a) Apply tape over center of joint in complete, uniform bed of specified taping compound and wipe with a joint knife leaving a thin coating of joint compound. If metal corner bead is used, apply reinforcing tape over flange of metal corner bead and trim so half of tape width is on flange and half is on gypsum board. b) Completely fill gouges, dents, and fastener dimples. c) Allow to dry and sand lightly if necessary to eliminate high spots or excessive compound. 3) Second Coat: a) Apply coat of specified joint compound over embedded tape extending 3-1/2 incheson both sides of joint center. Use finishing compound only if applied coat is intended as final coat. b) Re -coat gouges, dents, and fastener dimples. c) Allow to dry and sand lightly to eliminate high spots or excessive compound. 4) Third Coat: Apply same as second coat except extend application 6 inches on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. 5) Fourth Coat: Apply same as second coat except extend application 9 inches on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe with damp sponge. b. Finishing Levels: 1) Gypsum Board Surfaces not painted or finished: a) GA -214-96 Level One: 'Joints and interior angles shall have tape set in joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are acceptable.' 2) Gypsum Board Surfaces to Receive Painted Texturing, and Smooth Gypsum Board Surfaces: 3) Gypsum Board Surfaces to Receive Painted Texturing, and Smooth Gypsum Board Surfaces: a) GA -214-96 Level Four: 'Joints and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over flat joints and one separate coat of joint compound applied over interior angles. Cover fastener heads, and accessories with three separate coats of joint compound. Joint compound shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer / surfacer.' 4) Painted, Untextured Gypsum Board Surfaces, Except in Mechanical, Storage, And Utility Areas: COMPUTER CENTER IMPROVEMENTS 3/21/2008 092900-4 KIMBALL & SMITH BUILDINGS GYPSUM BOARD a) GA -214-96 Level Five: 'Joints and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over flat joints and one separate coat of joint compound applied over interior angles. Cover fastener heads, and accessories with three separate coats of joint compound. Apply a thin skim coat of finishing compound to entire surface. Surface shall be smooth and free of tool marks and ridges. Coat prepared surface with specified primer / surfacer.' i 3.2 CLEANING A. Remove from site debris resulting from work of this Section including taping compound spills. END OF SECTION :OMPUTERCENTER IMPROVEMENTS 3/21/2008 092900-5 CIMBALL & SMITH BUILDINGS GYPSUM BOARD 69X91N11ROPMER] ACOUSTICAL PANEL CEILINGS 712SWC14014:7e\1 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install acoustical ceiling panels for suspended acoustical ceilings as described in Contract Documents. 1.2 SUBMITTALS A. Product Data: 1. Manufacturer's literature. 2. Color and pattern selection. 1.3 DELIVERY, STORAGE, AND HANDLING A. Store materials where protected from moisture and damage. B. Use no soiled, scratched, or broken material in the Work. 1.4 PROJECT CONDITIONS A. Project Environmental Requirements: Building shall be enclosed, mechanical system operating with proper filters in place, and temperature and humidity conditions stabilized within limits under which Project will operate before, during, and after installation until Substantial Completion. 1.5 MAINTENANCE A. Extra Materials: 1. Provide Owner with one carton of each type of tile for future use. PART 2 -PRODUCTS 2.1 MATERIALS A. Acoustic Panels: 1. Size: 3/4 inch 19 mm thick minimum. 2. Finish: Use tile from same color run in individual roomsto assure color match. 3. Category Four Approved Products. See Section 01 6200 for definitions of Categories. a. Cortege 770 White by Armstrong World Industries, Lancaster, PA www.ceilings.com. COMPUTER CENTER IMPROVEMENTS 3/21/2008 095113-1 KIMBALL & SMITH BUILDINGS ACOUSTICAL PANEL CEILINGS PART 3 - EXECUTION 3.1 EXAMINATION A. Inspect for defects in support that are not acceptable. Report defects to Architect in writing. Do not install ceiling panels until defects in support are corrected. 1.2 INSTALLATION A. Materials shall be dry and clean at time of application. B. If recommended by Manufacturer, use tile one at a time from at least four open boxes to avoid creating any pattern due to slight variations from box to box. C. Leave tile in true plane with straight, even joints. t.3 ADJUSTING A. 'Touch-up' minor abraded surfaces. B. Remove and replace discolored panels to match adjacent panels. C. Remove and replace damaged panels at no additional cost to Owner. .4 CLEANING A. Remove from site all debris connected with work of this Section. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 095113-2 IMBALL & SMITH BUILDINGS ACOUSTICAL PANEL CEILINGS SECTION 09 69 00 ACCESS FLOORING PART1-GENERAL 1.1 Section Includes A. Work of this section includes, but is not limited to: access floor panels, floor coverings, understructure and electrical, data and communication accessories. 1.2 Related Sections A. Electrical contractor shall provide necessary material and labor to electrically connect the access floor to the building, see Division 26. 1.3 Environmental Conditions for Storage and Installation A. Area to receive and store access floor materials shall be enclosed and maintained at ambient temperatures between 35° to 95° F and relative humidity levels between 20% to 80%. All floor panels shall be stored at ambient temperature between 50° to 90° F for at least 24 hours before installation begins. All areas of installation shall be enclosed and maintained at ambient temperature between 501 to 90° F and at relative humidity levels between 20% to 80%, and shall remain within these environmental limits throughout occupancy. 1.4 References A. CISCA (Ceilings & Interior Systems Construction Association) - "Recommended Test Procedures for Access Floors" shall be used as a guideline when presenting toad performance product information. 1.5 Performance Certification A. Product tests shall be witnessed and certified by independent engineering and testing laboratory based in the U.S. with a minimum of five years experience testing access floor components in accordance CISCA "Recommended Test Procedures for Access Floors". 1.6 Country -of -Origin and Product Marking A. Floor panels shall be permanently marked with manufacturer's name, product identification, manufacturing date and country -of -origin. Removable Product ID stickers are not acceptable. 1.7 Performance Requirements A. Design Load: Panel supported on actual understructure (the system) shall be capable of supporting a safe working load or design load of 1250 lbs. This rating signifies that the system will withstand not only a concentrated load placed on a one square inch area at any location on the panel without yielding but also demonstrates the ability to withstand an overload capacity of two times its rating (ie. a safety factor of 2). COMPUTER CENTER IMPROVEMENTS 3/21/2008 09 69 00 - 1 KIMBALL & SMITH BUILDINGS ACCESS FLOORING B. Safety Factor: Panel supported on actual understructure (the system) shall be capable of withstanding a minimum of (2) two times the design load anywhere on the panel without failure. Failure is defined as the point at which the system will no longer accept the load. C. Uniform Load: Panel supported on actual understructure (the system) shall be capable of supporting a uniform load of 400 lbs./ft2 placed on the entire area of the panel without yielding and generating a permanent set of no more than 0.010" once the load is removed. Note: The uniform load rating of an access floor panel as specified herein should not be confused with the "uniform live load" as specified in seismic zone applications. D. Rolling Load: Panel supported on actual understructure (the system) shall be able to withstand the following rolling loads at any location on the panel without developing a local and overall surface deformation greater than 0.040 inches. Note: wheel 1 and wheel 2 tests shall be performed on two separate panels. Wheel 1: Size: 3" dia x 1 13/16" wide Wheel 2*: Size: (A) 6" din x 2" wide (B) 10" dia. X 4" wide Load: 1000lbs. Passes: 10 Load: 800 lbs. Passes: 10,000 *Note: For loads up to 1500 lbs., specify Wheel 2 (A). For loads greater than 1500 lbs., Specify Wheel 2 (B). E. Impact Load: Panel and supporting understructure (the system) shall be capable of supporting an impact load of 150 lbs. dropped from a height of 36 inches onto a one square inch area (using a round or square indentor) at any location on the panel. F. Concentrated Load (For Reference Only): Panel (supported on steel blocks) shall be capable of supporting a concentrated load of 1250 lbs, placed on a one square inch area (using a round or square indenter) at any location on the panel with a maximum top surface deflection of 0.100 inches. Panel shall not exceed a permanent set of 0.010 inches, after the load is removed. (Important note: Although a concentrated load rating is often used to define an access floor performance, it does not represent the system's true performance as it is a panel test on steel blocks vs. actual understructure supports. Design Load is a true indicator of system performance.) G. Panel Drop Test: Panel shall be capable of being dropped face up onto to a concrete slab from a height of 36", after which it shall continue to meet all load performance requirements as previously defined. H. Panel Cutout: Panel with an 8" diameter interior cutout supported on actual understructure shall be capable of maintaining its design load strength anywhere on the panel without the use of additional supports. 1. Flammability: System shall meet Class A Flame spread requirements for flame spread and smoke development. Tests shall be performed in accordance with ASTM -1384-1998, Standard Test Method for Surface Burning Characteristics for Building Materials. J. Combustibility: All components of the access floor system shall qualify as non-combustible by demonstrating compliance with requirements of ASTM E 136, Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 deg C. COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-2 KIMBALL & SMITH BUILDINGS ACCESS FLOORING K. Recycled Content: Panel and understructure system shall be required to have a minimum recycled content of 30%. L. Axial Load: Pedestal support assembly shall provide a 5000 Ib. axial load without permanent deformation. M. Overturning Moment: Pedestal support assembly shall provide an average overturning moment of 1000 in -lbs. when glued to a clean, sound, uncoated concrete surface. ICBO number for the specific system or structural calculations shall be required attesting to the lateral stability of the system under seismic conditions. N. Stringer Concentrated Load: Stringer shall be capable of withstanding a concentrated load of 450 lbs. placed in its midspan on a one square inch area using a round or square indenter without exceeding a permanent set of 0.010" after the load is removed. 1.8 Design Requirements: A. Access floor system shall consist of modular and removable fully encased cementitious filled welded steel panels supported on all four edges by structural steel members which are designed to bolt onto adjustable height pedestal assemblies forming a modular grid pattern. B. Panel shall be easily removed by one person with a suction cup lifting device and shall be interchangeable except where cut for special conditions. C. Quantities, finished floor heights (FFH) and location of accessories shall be as specified on the contract drawings. 1.9A Submittals for Review A. Detail sheets, for each proposed product type, which provide the necessary information to describe the product and its performance. B. Test reports, certified by an independent testing laboratory with a minimum of five years experience testing access floor components in accordance with CISCA Recommended Test Procedures, certifying that component parts perform as specified. 1.911 Submittals for Information A. Manufacturer's installation instructions and guidelines. B. Manufacturer's Owner Manual outlining recommended care and maintenance procedures. PART2-PRODUCTS 2.1 Manufacturers A. Basis of Design: Access floor system as manufactured by Tate Access Floors, Inc. consisting of ConCore® 1250 access floor panel supported by a bolted stringer understructure system. B. Alternative products shall meet or exceed all requirements as indicated herein and must receive prior written approval by the Owner. COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-3 KIMBALL & SMITH BUILDINGS ACCESS FLOORING C. Access floor manufacture shall be IS09001: 2000 certified demonstrating it has a robust and well documented quality management system with continuous improvement goals and strategies. 2.2 Support Components Pedestals: A. Pedestal assemblies shall be corrosive resistant, all steel welded construction, and shall provide an adjustment range of+/- I" for finished floor heights 6" or greater. Zinc electroplating shall be prohibited on all pedestal components, including head plate, threaded rod, adjustment nut, pedestal tube, base plate, and all fasteners. B. Pedestal assemblies shall provide a means of leveling and locking the assembly at a selected height, which requires deliberate action to change height setting and prevents vibration displacement. C. Hot dip galvanized steel pedestal head shall be welded to a threaded rod which includes a specially designed adjusting nut. The nut shall provide location lugs to engage the pedestal base assembly, such that deliberate action is required to change the height setting. D. Threaded rod shall provide a specially designed anti -rotation device, such that when the head assembly is engaged in the base assembly, the head cannot freely rotate (for FFH of 6" or greater). Note: This prevents the assembly from inadvertently losing its leveling adjustment when panels are removed from the installation during use. E. Hot dip galvanized pedestal base assembly shall consist of a formed steel plate with no less than 16 inches of bearing area, welded to a 7/8" square steel tube and shall be designed to engage the head assembly. Stringers: A. Stringers shall support each edge of panel. B. Steel stringer shall have conductive galvannealed coating. Zinc electroplating shall be prohibited on stringers and stringer fasteners. C. Stringers shall be individually and rigidly fastened to the pedestal with one machine screw for each foot of stringer length. Bolts shall provide positive electrical contact between the stringers and pedestals. Connections depending on gravity or spring action are unacceptable. D. Stringer grid shall be 4' stringers in a basketweave configuration ensuring maximum lateral stability in all directions. (Also available in 2' x 4' and 2' x 2' grid patterns) 2.3 Panel Components Floor Panels: A. Panels shall consist of a top steel sheet welded to a formed steel bottom pan filled internally with a lightweight cementitious material. Mechanical or adhesive methods for attachment of the steel top and bottom sheets are unacceptable. COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-4 KIMBALL & SMITH BUILDINGS ACCESS FLOORING B. Floor panels shall be protected from corrosion by electro -deposited epoxy paint. The use of zinc electroplating shall be prohibited. C. Cementitious fill material shall be totally encased within the steel welded shell except where cut for special conditions. Note: This greatly reduces the potential for dust in the environment from exposed cement materials. C. Perforated Airflow Panels: Perforated steel airflow panels designed for static loads of 1000 lbs. shall be interchangeable with standard field panels and shall have 25% open surface area with the following air distribution capability: 1. Panel without damper: 784 cfm at 0.1 -inch of HZO (static pressure). 2. Panel with damper at 100% open position: 652 cfm at 0.1 -inch of HZO (static pressure). D. Grate Airflow Panels: Die cast aluminum grate panels designed for static and rolling loads shall be interchangeable with standard field panels. Grate panels shall have 56% open area with the following air distribution capability: 2016 cfm at 0.1 -inch of HZO (static pressure). Grate panels shall have the following load bearing capacities: 1. Design Load: Panel supported on actual understructure shall be capable of supporting a safe working or design load of 1000 lbs. placed on a one square inch area, using a round or square indenter, at any location on the panel without yielding. 2. Uniform load: 250 lbs./ft.' 3. Safety Factor: (2) Times Design Load 4. Rolling Load: Grate panel and supporting understructure shall be able to withstand the following rolling loads at any location on the panel without developing a local and overall surface deformation greater than 0.040 inches. Note: wheel 1 and wheel 2 tests shall be performed on two separate panels. Wheel 1: Size: 3" dia x 1 13/16" wide Load: 1000 lbs. Passes: 10 Wheel 2: Size: 6" dia x 2" wide Load: 800 lbs. Passes: 10,000 5. Impact load: 100 lbs. 2.4 Accessories A. UL listed Power, Voice & Data Servicenters shall be provided in locations as detailed on the contract drawings. High capacity 11 '/< inch square PVD Servicenters shall be capable of accommodating four duplex receptacles, three knockouts for standard voice/data faceplates or Tate voice/data interface plates (or grommeted interface plates). Standard capacity 7-5/16 by 6- 15/16 inch PVD Servicenters shall be capable of accommodating two duplex receptacles and two Tate voice/data interface plates (or grommeted interface plates). The service outlet box shall be a drop-in design having a hinged Lexan lid with carpet insert and Lexan frame with tapered edge. Service outlet box shall be capable of withstanding without failure a load of 800 lb. B. Provide manufacturer's standard steps, ramps, fascia plate, perimeter support, and grommets as required for complete installation.. C. Provide 10 spare floor panels and 20 square feet of understructure systems for each type used in the project for maintenance stock. Deliver to project in manufacturer's standard packaging clearly marked with the contents. D. Provide 2 panel lifting devices. COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-5 KIMBALL & SMITH BUILDINGS ACCESS FLOORING E. When applicable provide manufacturer's standard underfloor air systems components (including, grilles, diffusers and perforated floor panels) where indicated on the contract drawings. 2.5 Finishes A. Finish the surface of floor panels with floor covering material as indicated on the contract drawings. Where floor coverings are by the access floor manufacturer, the type, color and pattern shall be selected from manufacturer's standard. All areas to be furnished with laminated floor panels must be maintained at ambient temperature between 50° to 90° F and at humidity level between 20% to 80% relative and shall remain within these ranges through installation and occupancy. B. High-pressure laminate floor covering shall meet requirements of NEMA LD3, and shall conform with one of the following grades: Grade HDH (1/8"/ 3.Omm) or Grade HDM (1/16"/ 1.5mm). C. High-pressure laminate floor coverings shall have an edge condition that is integral to the tile. Separate edge trim pieces are not acceptable. D. All other tile coverings that require trim edge shall be applied to the panel's top surface and shall not wrap around the panel's edge. E. Surface to Ground Resistance of Standard High Pressure Laminate Anti -Static Covering: Average test values shall be within the range of 1,000,000 ohms (1.0 x 106) to 20,000 megaohms (2.0 x 1010 ohms), as determined by testing in accordance with the test method for conductive flooring specified in Chapter 3 of NFPA 99, but modified to place one electrode on the floor surface and to attach one electrode to the understructure. Resistance shall be tested at 500 volts. F. Surface to Ground Resistance of Conductive Laminate Covering: Not less than 25,000 ohms (2.5 X 10°), nor more than 1,000,000 ohms (1.0 x 106), as determined by testing in accordance with the test method for conductive flooring specified in Chapter 3 of NFPA 99, but modified to place one electrode on the floor surface and to attach one electrode to the understructure. Resistance shall be tested at 500 volts. 2.6 Fabrication Tolerances A. Floor panel flatness measured on a diagonal: +/- 0.035" B. Floor panel flatness measured along edges: +/- 0.025" C. Floor panel width or length of required size: +/-0.01011 D. Floor panel squareness tolerance: +/- 0.015" COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-6 KIMBALL & SMITH BUILDINGS ACCESS FLOORING PART 3 — EXECUTION 3.1 Preparation A. Examine structural subfloor for unevenness, irregularities and dampness that would affect the quality and execution of the work. Do not proceed with installation until structural floor surfaces are level, clean, and dry as completed by others. B. Concrete sealers, if used, shall be identified and proven to be compatible with pedestal adhesive. Verify that adhesive achieves bond to slab before commencing work. C. Verify ALL dimensions shown on contract drawings, including level of interfaces including abutting floor, ledges and doorsills. D. The General Contractor shall provide clear access, dry subfloor area free of construction debris and other trades throughout installation of access floor system. E. Area to receive and store access floor materials shall be enclosed and maintained at ambient temperatures between 35° to 95° F and relative humidity levels between 20 to 80%. At least 24 hours before installation begins, all floor panels shall be stored at ambient temperatures between 50° to 90° F and relative humidity levels between 20% to 80% and shall remain within these environmental limits throughout occupancy. 3.2 Installation A. Pedestal locations shall be established from approved shop drawings so that mechanical and electrical work can be installed without interfering with pedestal installation. B. Installation of access floor shall be coordinated with other trades to maintain the integrity of the installed system. All traffic on access floor shall be controlled by access floor installer. No traffic but that of access floor installers shall be permitted on any floor area for 24 hours to allow the pedestal adhesive to set. Access floor panels shall not be removed by other trades for 72 hours after their installation. C. Floor system and accessories shall be installed under the supervision of the manufacturer's authorized representative and according to manufacturer's recommendations. D. No dust or debris producing operations by other trades shall be allowed in areas where access floor is being installed to ensure proper bonding of pedestals to subfloor. i E. Access floor installer shall keep the subfloor broom clean as installation progresses. F. Partially complete floors shall be braced against shifting to maintain the integrity of the installed system where required. G. Additional pedestals as needed shall support panels where floor is disrupted by columns, walls, and cutouts. H. Understructure shall be aligned such that all uncut panels are interchangeable and fit snugly but do not bind when placed in alternate positions. 1. Finished floor shall be level, not varying more than 0.062" in 10 feet or 0.125" overall. COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-7 KIMBALL & SMITH BUILDINGS ACCESS FLOORING J. Acceptance: General contractor shall accept floor in whole or in part prior to allowing use by other trades. ### End ### COMPUTER CENTER IMPROVEMENTS 3/21/2008 096900-8 KIMBALL & SMITH BUILDINGS ACCESS FLOORING PART1-GENERAL 1.1 SUMMARY 1.2 1.3 SECTION 09 9001 COMMON PAINTING AND COATING REQUIREMENTS A. Includes But Not Limited To: 1. Common procedures and requirements for field -applied painting and coating. B. Related Sections: 1. Section 07 9213: Quality of Elastomeric Joint Sealants. 2. Section 09 2900: Priming of gypsum board before texturing. 3. Section 09 9413: Textured finishing. 4. Divisions 22 and 23: Painting of plumbing and HVAC identification, refrigerant line insulation, and duct interiors. REFERENCES A, Master Painters Institute: 1. MPI(a), Mar 2001, 'Architectural Painting Specification Manual.' 2. MPI(r), Mar 2001, 'Maintenance Repainting Manual.' DEFINITIONS A. Gloss Levels: 1. Specified paint gloss level shall be defined as sheen rating of applied paint, in accordance with following terms and values, unless specified otherwise for a specific paint system. Gloss Level'1' Traditional matte finish - flat 0 to 5 units at 60 degrees to 10 units maximum at 85 degrees. Gloss Level 7 High side sheen flat - 'velvet-like' finish 10 units maximum at 60 degrees and 10 to 35 units at 85 degrees. Gloss Level '3' Traditional 'eggshell -like finish 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees. Gloss Level '4' 'Satin -like' finish 20 to 35 units at 60 degrees and 35 units min- imum at 85 degrees. Gloss Level '5' Traditional semi- loss 35 to 70 units at 60 degrees. Gloss Level '6' Traditional loss 70 to 85 units at 60 degrees. Gloss Level "7 High gloss More than 85 units at 60 degrees. B. Properly Painted Surface: Surface that is uniform in appearance, color, and sheen and free of foreign material, lumps, skins, runs, sags, holidays, misses, strike -through, and insufficient coverage. Surface free of drips, spatters, spills, and overspray caused by Paint Applicator. Compliance will be determined when viewed without magnification at a distance of 5 feet minimum under normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92). C. Damage Caused By Others: Damage caused by individuals other than those under direct control of Painting Applicator (MPI(a), PDCA P1.92). D. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by conditions not apparent at time of initial painting or coating work. COMPUTER CENTER IMPROVEMENTS 3/21/2008 099001 -1 KIMBALL & SMITH BUILDINGS COMMON PAINTING AND COATING REQUIREMENTS 1.4 SUBMITTALS A. Product Data: 1. Include following information for each painting system, arranged in same order as in Project Manual. a. Manufacturer's cut sheet for each component of system indicating ingredients and percentages by weight and by volume, environmental restrictions for application, and film thicknesses and spread rates. b. Copies of appropriate entries from MPI Approved Product List. Products from MPI Approved Product List is mandatory for Sections 09 9112, 09 9123 and 09 9124. If proposed manufacturer has products listed for these three Sections, but not for other Sections, Architect may approve products submitted by proposed manufacturer for other Sections. c. Manufacturer's substrate preparation instructions and application instruction for each painting system used on Project. d. Confirmation of colors selected and that each area to be painted or coated has color selected for it. 2. Provide two copies of Product Data submission, one copy to be kept on Project site and second copy to be included in Operations And Maintenance Manual. B. Samples: Provide two 4 inch by 6 inch minimum draw -down cards for each paint or coating color selected for this Project. QUALITY ASSURANCE A. Regulatory Requirements: Paint and painting materials shall be free of lead and mercury, and have VOC levels acceptable to local jurisdiction. B. Field Samples: 1. Before application of any paint system, meet on Project site with Architect, Owner's representative, and Manufacturer's representative. Architect may select one surface for application of each paint system specified. This process will include establishing acceptable substrate conditions required for Project before application of paints and coatings. 2. Apply paint systems to surfaces indicated by Architect following procedures outlined in Contract Documents and Product Data submission specified above. 3. After approval of samples, proceed with application of paint system throughout Project. Approved samples will serve as standard of acceptability. C. Pre -Installation Conferences: 1. Participate in pre -installation conference specified in Section 09 2900 to review finish requirements of gypsum wallboard. 2. Schedule painting pre -installation conference after delivery of paint but before or at same time as application of field samples. DELIVERY, STORAGE, AND HANDLING A. Deliver specified products in sealed, original containers with Manufacturer's original labels intact on each container. Deliver amount of materials necessary to meet Project requirements in single shipment. Notify Architect two working days before delivery of paint. B. Store materials in single place. C. Keep storage area clean and rectify any damage to area at completion of work of this Section. Maintain storage area at 55 deg F minimum. OMPUTER CENTER IMPROVEMENTS 3/21/2008 099001 -2 IMBALL & SMITH BUILDINGS COMMON PAINTING AND COATING REQUIREMENTS 1.7 PROJECT CONDITIONS A. Project Environmental Conditions: 1. Perform painting operations at temperature and humidity conditions recommended by Manufacturer for each operation and for each product. 2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to be painted. Inspection of painting work shall take place under same lighting conditions as application. If painting and coating work is applied under temporary lighting, deficiencies discovered upon installation of permanent lighting will be considered latent damage as defined in MPI Manual, PDCA P1-92 1.8 SCHEDULING A. Coordinate with other trades for materials and systems that require painting before installation. B. Schedule painting and coating work to begin when work upon which painting and coating work is dependent has been completed. Schedule installation of pre -finished and non -painted items, which are to be installed on painted surfaces, after application of final finishes. 1.9 MAINTENANCE A. Extra Materials: 1. Provide painting materials in Manufacturer's original containers and with original labels in each color used. Label each can with color name, mixture instructions, date, and anticipated shelf life. PART 2 -PRODUCTS 2.1 MATERIALS A. Materials used for any painting system shall be from single manufacturer unless approved otherwise in writing by painting system manufacturer. Include such approvals in Product Data submittal. B. Painting materials shall be pure, be compatible with other coating materials, bear identifying labels on containers, and be of highest quality of an approved manufacturer listed in MPI manuals. Tinting color shall be best grade of type recommended by Manufacturer of paint or stain used on Project. PART 3 - EXECUTION 3.1 APPROVED APPLICATORS A. Applicator shall have experience in application of specified products for five years minimum and be acceptable to Architect and Paint Manufacturer. 3.2 EXAMINATION A. Instructions to applicator to begin painting and coating work will indicate that substrates to receive painting and coating materials have been previously inspected as part of work of other Sections and are complete and ready for application of painting and coating systems as specified in those Sections. B. Before beginning work of this Section, examine, and test surfaces to be painted or coated for adhesion of painting and coating systems. Report in writing to Architect of conditions that will adversely affect COMPUTER CENTER IMPROVEMENTS 3121/2008 09 9001 - 3 KIMBALL & SMITH BUILDINGS COMMON PAINTING AND COATING REQUIREMENTS adhesion of painting and coating work. Do not apply painting and coating systems until party responsible for adverse condition has corrected adverse condition. C. Report defects in substrates that become apparent after application of primer or first finish coat to Architect in writing and do not proceed with further work on defective substrate until such defects are corrected by party responsible for defect. PREPARATION A. Protection: 1. Remove rags and waste used in painting operations from building each night. Take every precaution to avoid danger of fire. 2. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint surfaces not intended to be painted. These items will not be spelled out in detail but pay special attention to the following: a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized aluminum, or monel metal except as explicitly specified. B. Surface Preparation: 1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for each painting system specified, unless instructed differently in Contract Documents. Bring conflicts to attention of Architect in writing. 2. Fill minor holes and cracks in wood surfaces to receive paint or stain. 3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces before painting or finishing. 4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during rainy or frosty weather. Interior surfaces shall be dry before painting. Moisture content of materials to be painted shall be within tolerances acceptable to Paint Manufacturer. APPLICATION A. Paint or finish complete all surfaces to be painted or coated as described in Contract Documents, including but not limited to following items. 1. Paint mechanical and electrical items that require field painting as indicated in Contract Documents. These include but are not limited to: a. Electrical panel and disconnect enclosures. b. Metal protective structures for refrigerant lines. c. Door closers on opaque painted doors in occupied areas. B. Apply sealant in gaps 3/16 inch and smaller between two substrates that are both to be painted or coated. Sealants in other gaps furnished and installed under Section 07 9213. C. In multiple coat paint work, tint each succeeding coat with slightly lighter color, but approximating shade of final coat, so it is possible to check application of specified number of coats. Tint final coat to required color. D. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and at spreading rates for specified products as recommended by Manufacturer. Touch up suction spots after application of first finish coat. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats. G. Use fine sandpaper between coats as necessary to produce even, smooth surfaces. H. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 099001 -4 JMBALL & SMITH BUILDINGS COMMON PAINTING AND COATING REQUIREMENTS Finished work shall be a'Properly Painted Surface' as defined in this Section. 3.5 ADJUSTMENT A- Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly Painted Surface,' as defined in this Section. Correction of'Latent Damage' and 'Damage Caused By Others,' as defined in this Section, is not included in work of this Section. 3.6 CLEANING A. As work proceeds and upon completion of work of any painting Section, remove paint spots from floors, walls, glass, or other surfaces and leave work clean, orderly, and in acceptable condition. Remove debris caused by work of paint Sections from premises. 3.7 PAINT COLOR SCHEDULE A. Color Levels: 1. Color Level II: a. Number and placement of interior and exterior paint colors and gloss levels shall be as defined by Color Level II from MPI Manual, PDCA 133-93 as modified in following paragraph. b. No more than one paint color or gloss level will be selected for same substrate within designated interior rooms or exterior areas. B. Colors: 1. Interior: a. Interior Poured Concrete: 1) Class One Color Quality Standard. See Section 01 6200. a) Shell White by Columbia b. Interior CMU: 1) Class One Color Quality Standard. See Section 01 6200. a) Shell White by Columbia c. Interior Gypsum Board, Plaster: 1) Class One Color Quality Standard. See Section 016200. a) Shell White by Columbia d. Interior Door Frames: 1) Class One Color Quality Standard. See Section 016200 a) Kimball: Shell White by Columbia b) Smith: Match Existing Custom Color by Benjamin Moore e. Interior Metal: 1) Class One Color Quality Standard. See Section 016200. a) Shell White by Columbia f. Interior Painted Wood: 1) Class One Color Quality Standard. See Section 01 6200. a) Shell White by Columbia 2. Exterior: a. Exterior Metal: 1) Class One Color Quality Standard. See Section 016200. a) Match adjacent surfaces. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 099001 -5 KIMBALL & SMITH BUILDINGS COMMON PAINTING AND COATING REQUIREMENTS SECTION 09 9121 INTERIOR PAINTED POURED CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and painting of existing concrete to be left exposed, as described in Contract Documents. B. Related Sections: 1. Section 09 9001: Common Painting Requirements. 1.2 SYSTEM DESCRIPTION A. Previously Finished Surfaces: Use MPI(r) RIN 3.2A Latex Finish system. B. Finish Requirements: Use MPI Custom Grade finish requirements. 'ART 2 - PRODUCTS MATERIALS A. Gloss/ Sheen Level Required: Semi*Gloss. B. Category Four Approved Products. See Section 016200 for definitions of Categories. 1. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. 2. MPI Product 60. 'ART 3 - EXECUTION APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. Existing Painted Surfaces: 1. Remove deteriorated existing paint down to sound substrate by scraping and sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. Acid etch bare concrete areas, if necessary. 2. Clean floors as recommended by Paint Manufacturer. 3. Apply coating system. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 099121 -1 IMBALL & SMITH BUILDINGS INTERIOR PAINTED POURED CONCRETE SECTION 09 9122 INTERIOR PAINTED CMU PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Preparing and painting existing interior CMU surfaces listed below as described in Contract Documents. Related Sections: 1. Section 09 9001: Common Painting Requirements. 1.2 SYSTEM DESCRIPTION A. Previously Finished Surfaces: 1. Use MPI(r) REX 4.2H Latex Finish system. Finish Requirements: 1. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. 2. Sound Existing Surfaces: MPI Custom Grade requirements. PART2-PRODUCTS 2.1 MATERIALS A. Gloss / Sheen Level Required: Gloss Level 5. B. Category Four Approved Products. See Section 016200 for definitions of Categories. 1. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. 2. Block Filler, Over New Masonry Only: MPI Product 4. 3. Finish Coats: a. Latex System: MPI Product 141. PART 3 - EXECUTION 3.1 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. Existing Painted Surfaces: 1. Remove deteriorated existing paint by scraping or sanding. Wash surfaces that have been defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint Manufacturer. Spot prime such surfaces. 2. Sand areas of existing sound paint if necessary for bonding of new paint system. Clean existing painted surfaces, sanded or not, with mild soap and water, or with tri -sodium phosphate (TSP). 3. Fill large holes with patching and small holes and cracks with spackle. 4. Apply one coat primer to scraped and sanded areas. 5. Apply one finish coat. Completely cover voids in masonry block but do not fill. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 099122-1 KIMBALL & SMITH BUILDINGS INTERIOR PAINTED CMU SECTION 09 9123 INTERIOR PAINTED GYPSUM BOARD, PLASTER PART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Preparing, priming, and finish painting new interior gypsum board and plaster surfaces as described in Contract Documents. 2. Preparing and painting existing interior gypsum board and plaster surfaces as described in Contract Documents. B. Related Sections: 1. Section 09 2900: Priming new interior gypsum board surfaces to receive texturing. 2. Section 09 9001: Common Painting Requirements. 3. Section 09 9413: Textured finishings. SYSTEM DESCRIPTION A. New Surfaces: 1. Use MPI(a) INT 9.26 Latex Finish system. Previously Finished Work: 1. Use MPI(r) RIN 9.213 Latex Finish system. Finish Requirements: 1. New Surfaces: MPI Premium Grade finish requirements. 2. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. 3. Sound Existing Surfaces: MPI Custom Grade requirements. SEQUENCING 'ART 2 -PRODUCTS MATERIALS A. Category Four Approved Products: Products listed in edition of MPI Approved Product List current at time of bidding and later are approved, providing they meet VOC requirements in force where Project is located. See Section 016200 for definitions of Categories. B. Primers 1. MPI Product 50. C. Finish Coats: 1. Color Quality Standard: Shell White by Columbia. 2. Gloss / Sheen Required: Gloss Level 5. 3. MPI Product 141. OMPUTER CENTER IMPROVEMENTS 3/21/2008 09 9123 - 1 IMBALL & SMITH BUILDINGS INTERIOR PAINTED GYPSUM BOARD, PLASTER PART 3 - EXECUTION 3.1 APPLICATION A. General: See appropriate paragraphs of Section 09 9001. B. New Surfaces: 1. Primer: Apply primer to be covered with other paint coats with roller only, or with spray gun and back -rolled. C. Existing Painted Surfaces: 1. Remove deteriorated existing paint down to sound substrate by scraping or sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. 2. Clean surface with mild soap and water, or with tri -sodium phosphate (TSP). Wash surfaces that have been defaced with marking pens, crayons, lipstick, etc, with solvent recommended by Paint Manufacturer. Spot prime such surfaces. 3. Spackle and tape cracks. Sand to smooth finish and spot prime. 4. Sand or chemically etch existing painted surface as required to prepare surface to accept new paint. 5. Re -clean surface. 6. Apply primer coat. 7. Apply finish coats. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 099123-2 KIMBALL & SMITH BUILDINGS INTERIOR PAINTED GYPSUM BOARD, PLASTER SECTION 09 9124 INTERIOR PAINTED METAL PART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Preparing and painting new interior metal surfaces as described in Contract Documents. 2. Preparing and painting existing interior metal surfaces as described in Contract Documents: B. Related Sections: 1. Section 09 9001: Common Painting Requirements. 1.2 SYSTEM DESCRIPTION A. Ferrous Metal: 1. New Surfaces: Use MPI(a) INT 5.16 Waterborne Light Industrial Finish system. 2. Previously Finished Surfaces: Use MPI(r) RIN 5.1 B Waterborne Light Industrial Finish system. B. Galvanized Metal: 1. New Surfaces: Use MPI(a) INT 5.3J Latex Finish system 2. Previously Finished Surfaces: Use MPI(r) RIN 5.3AH Latex Finish system. C. Aluminum: 1. New Surfaces: Use MPI(a) INT 5.4E Waterborne Light Industrial Finish system. 2. Previously Finished Surfaces: Use MPI(r) REX 5.4E Light Industrial Finish system. D. Finish Requirements: 1. New Surfaces: MPI Premium Grade finish requirements. 2. Deteriorated Existing Surfaces: MPI Premium Grade finish requirements. 3. Sound Existing Surfaces: MPI Custom Grade requirements. 'ART 2 -PRODUCTS MATERIALS A. Color Quality Standard: Shell White by Columbia. B. Gloss / Sheen Level Required: Gloss Level 5. C. Category Four Approved Products, See Section 01 6200 for definitions of Categories. 1. Products listed in edition of MPI Approved Product List current at time of bidding and later are approved. providing they meet VOC requirements in force where Project is located. 2. Primers: a. Ferrous Metal: MPI Product 107. b. Galvanized Metal: MPI Product 134. c. Aluminum: MPI Product 95. 3. Finish Coats: MPI Product 153. ;OMPUTER CENTER IMPROVEMENTS 3/21/2008 099124-1 KIMBALL & SMITH BUILDINGS INTERIOR PAINTED METAL PART 3 - EXECUTION 3.1 APPLICATION r A. General: 1. See appropriate paragraphs of Section 09 9001. f 2. Systems specified are in addition to prime coats furnished under other Sections. B. New Surfaces: Remove rust spots by sanding and immediately spot prime. If all traces of rust cannot be removed, apply rust blocker recommended by Paint Manufacturer before applying full primer coat. Existing Painted Surfaces: 1. Remove deteriorated existing paint down to sound substrate by scraping and sanding. Feather edges of existing paint by sanding to be smooth with adjacent surfaces. Spot prime bare metal surfaces immediately. 2. Remove rust spots by sanding and immediately spot prime. If all traces of rust cannot be removed, apply rust blocker recommended by Paint Manufacturer before applying full primer coat. 3. Clean existing sound painted surfaces as well as scraped and sanded existing painted surface: as recommended by Paint Manufacturer. 4. Apply prime coat over entire surface to be painted. 5. Lightly sand entire surface. 6. Clean surface as recommended by Paint Manufacturer. 7. Apply finish coats. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 099124-2 KIMBALL & SMITH BUILDINGS INTERIOR PAINTED METAL SECTION 09 9413 INTERIOR TEXTURED FINISHING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and apply texturing on walls and ceilings as described in Contract Documents. B. Related Sections: 1. Section 092900: Priming. 2. Section 09 9123: Finish painting. 1.2 SUBMITTALS A. Samples: Provide minimum of three 24 inch square control samples on primed gypsum wallboard of light orange peel texture described by Architect, to show possible variations. 'ART 2 - PRODUCTS MATERIALS A. Texturing: 1. Light orange peel. 2. Class Two Quality Standards: See Section 01 6200. a. ProForm Perfect Spray EM/HF by National Gypsum, Charlotte, NC www. nationalgyps um. com. b. Sheetrock Wall & Ceiling Texture by U S Gypsum Co, Chicago, IL www.usg.com, 'ART 3 - EXECUTION APPLICATION A. After gypsum board is taped, sanded, and primed, apply texture. Closely match samples accepted by Architect. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 099413-1 IMBALL & SMITH BUILDINGS INTERIOR TEXTURED FINISHING DIVISION 31: EARTHWORK 110000 EARTHWORK 310501 COMMON EARTHWORK REQUIREMENTS 111000 SITE CLEARING 311100 CLEARING AND GRUBBING 31 1413 TOPSOIL STRIPPING AND STOCKPILING 112000 EARTH MOVING 312213 ROUGH GRADING 312216 FINEGRADING 312316 EXCAVATION 312323 FILL END OF TABLE OF CONTENTS DMPUTER CENTER IMPROVEMENTS 3/21/2008 31 0000 - 1 IMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 31 0501 COMMON EARTHWORK REQUIREMENTS ART 1 -GENERAL SUMMARY A. Includes But Not Limited to: 1. General procedures and requirements for earthwork. ART 2 - PRODUCTS: Not Used ART 3 - EXECUTION EXAMINATION A. Site Verification Of Conditions: 1. 48 hours minimum before performing any work on site, contact Dig Line (800.342.1585) and BYU-Idaho (208.496.2449) to arrange for utility location services. 2. Perform minor, investigative excavations to verify location of various existing underground facilities at sufficient locations to assure that no conflict with the proposed work exists and sufficient clearance is available to avoid damage to existing facilities. 3. Perform investigative excavating 10 days minimum in advance of performing any excavation or underground work. 4. Upon discovery of conflicts or problems with existing facilities, notify Architect by phone or fax within 24 hours. Follow telephone or fax notification with letter and diagrams indicating conflict or problem and sufficient measurements and details to evaluate problem. PREPARATION A. Protection: 1. Spillage: a. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. b. Remove spillage and sweep, wash, or otherwise clean project, streets, and highways. 2. Dust Control: a. Take precautions necessary to prevent dust nuisance, both on-site and adjacent to public and private properties. b. Correct or repair damage caused by dust. 3. Existing Plants And Features: Do not damage tops, trunks, and roots of existing trees and shrubs on site that are intended to remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Architect. Do not damage other plants and features that are to remain. B. If specified precautions are not taken or corrections and repairs not made promptly. Owner may take such steps as may be deemed necessary and deduct costs of such from monies due to Contractor. Such action or lack of action on Owner's part does not relieve Contractor from responsibility for proper protection of The Work. )MPUTER CENTER IMPROVEMENTS 3/21/2008 310501 -1 ABALL & SMITH BUILDINGS COMMON EARTHWORK REQUIREMENTS 3.3 FIELD QUALITY CONTROL A. Notify Architect 48 hours before performing excavation or fill work B. If weather, scheduling, or any other circumstance has interrupted work, notify Architect 24 hours i minimum before intended resumption of grading or compacting. 9 C. Owner reserves right to require additional testing to re -affirm suitability of completed work including compacted soils that have been exposed to adverse weather conditions. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 31 0501 - 2 KIMBALL & SMITH BUILDINGS COMMON EARTHWORK REQUIREMENTS SECTION 31 1100 CLEARING AND GRUBBING 'ART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Perform clearing and grubbing as necessary to prepare site for rough grading and structure excavation as described in Contract Documents. B. Related Sections: 1. Section 31 0501: Common Earthwork Requirements. 'ART 2 - PRODUCTS: Not Used 'ART 3 - EXECUTION PERFORMANCE A. Tree And Brush Removal: 1. BYU-Idaho will remove vegetation it desires to keep prior to beginning of construction. 2. Cut off trees, shrubs, brush, and vegetative growth 12 inches maximum above ground. 3. Do not pull up or rip out roots of trees and shrubs that are to remain. If excavation through roots is required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping cuts. 4. Cut roots 6 inches or larger in diameter only with Architect's written permission. B. Grubbing: 1. Grub out stumps and roots 12 inches minimum below original ground surface, except as follows: a. Entirely remove roots of plants that normally sprout from roots, as identified by Architect. CLEANING A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris and dispose of legally. B. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site. END OF SECTION )MPUTER CENTER IMPROVEMENTS 3/21/2008 31 1100-1 MBALL & SMITH BUILDINGS CLEARING AND GRUBBING SECTION 31 1413 TOPSOIL STRIPPING AND STOCKPILING PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Strip and stockpile acceptable topsoil as described in Contract Documents. B. Related Sections: 1. Section 310501: Common Earthwork Requirements. 1.2 DEFINITIONS A. Existing topsoil is defined as total amount of soil stripped and stored for reuse, less vegetation layer stripped and disposed of as specified in Paragraphs below. PART 2 - PRODUCTS: Not Used PART 3 - EXECUTION 3.1 PERFORMANCE A. Strip existing vegetation layer 4 -inches deep minimum from areas of site to receive structures and remove from site before stripping topsoil for storage and reuse. B. After stripping vegetation layer, strip existing topsoil additional 12- inches deep minimum from areas of site to receive structures and store on site for Owner's use. 1. Existing topsoil is property of Owner with restriction that topsoil is to be used first for non- structural fill and backfill. 2. After Project fill and backfill requirements are satisfied, move excess existing topsoil to location on Campus indicated by Owner. Do not remove existing topsoil from site. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 31 1413-1 KIMBALL & SMITH BUILDINGS TOPSOIL STRIPPING AND STOCKPILING SECTION 31 2213 ROUGH GRADING 'ART 1 -GENERAL SUMMARY A. Includes But Not Limited To: 1. Perform rough grading work required to prepare site for construction as described in Contract Documents. B. Related Sections: 1. Section 310501: Common Earthwork Requirements QUALITY ASSURANCE A. Pre -Installation Conference: 1. Schedule conference after completion of site clearing but before beginning grading work. 2. Identify benchmark to be used in establishing grades and review Contract Document requirements for grades, fill materials, and topsoil. 3. Examine site to pre -plan procedures for making cuts, placing fills, and other necessary work. 'ART 2 - PRODUCTS MATERIALS A. Materials used for fill shall be as specified for backfill in Section 312323. 'ART 3 - EXECUTION PREPARATION A. Before making cuts, remove topsoil over areas to be cut and filled that was not previously removed by stripping specified in Section 31 1413. Stockpile this additional topsoil with previously stripped topsoil. PERFORMANCE A. Site Tolerances: 1. Maximum variation from required grades shall be 1/10 of one foot. B. When existing grade around existing plants to remain is higher than new finish grade, perform regrading by hand. Do not expose or damage shrub or tree roots. C. Compact fills as specified in Section 31 2323. D. If soft spots, water, or other unusual and unforeseen conditions affecting grading requirements are encountered, stop work and notify Architect. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 312213-1 IMBALL & SMITH BUILDINGS ROUGH GRADING SECTION 312216 FINE GRADING PART1-GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Perform fine grading work required to prepare site for landscape finish grading. B. Related Sections: 1. Section 31 0501: Common Site Construction Requirements. 2. Section 31 1413: Stripping and storing of existing topsoil. 1.2 QUALITY ASSURANCE A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213. PART 2 - PRODUCTS - Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. Do not commence work of this Section until grading tolerances specified in Section 31 2213 are met. 3.2 PREPARATION A. Protection: Protect utilities and site elements from damage. B. Surface Preparation: 1. Before grading, dig out weeds from planting areas by their roots and remove from site. Remove rocks larger than 1-1/2 inches in size and foreign matter such as building rubble, wire, cans, sticks, concrete, etc. 2. Remove imported base material present in planting areas down to natural subgrade or other material acceptable to Architect. 3. Limit use of heavy equipment to areas no closer than 6 feet from building or other permanent structures 3.3 PERFORMANCE A. Site Tolerances: 1. Maximum variation from required grades shall be 1/10 of one foot. 2. To allow for final finish grades of planting areas, fine grade elevations before placing topsoil are: a. Shrub Areas: 16 inches below top of walk or curb. B. Do not expose or damage existing shrub or tree roots. COMPUTER CENTER IMPROVEMENTS 3/21/2008 31 2216-1 KIMBALL & SMITH BUILDINGS FINE GRADING C. Redistribute approved existing topsoil stored on site as a result of work of Section 31 1413. Remove organic material, rocks and clods greater than 1-1/2 inch in any dimension, and other objectionable materials. D. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch in 12 inches minimum unless otherwise noted. Direct surface drainage in manner indicated on Drawings by molding surface to facilitate natural run-off of water. Fill low spots and pockets with specified fill material and grade to drain properly. END OF SECTION DMPUTER CENTER IMPROVEMENTS 3/21/2008 31 2216-2 MBALL & SMITH BUILDINGS FINE GRADING SECTION 31 2316 EXCAVATION PART 1 -GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Perform Project excavating and trenching as described in Contract Documents, except as specified below. 2. Procedure and quality for excavating and trenching performed on Project under other Sections unless specifically specified otherwise. B. Related Sections: 1. Section 310501: Common Earthwork Requirements. 2. Section 31 1100: Clearing and Grubbing. 3. Performance of excavating inside and outside of building required for electrical and mechanical work is responsibility of respective Section doing work unless arranged differently by Contractor. 1.2 QUALITY ASSURANCE A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213. PART 2 - PRODUCTS: Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. Carefully examine site and available information to determine type soil to be encountered. Discuss problems with Architect before proceeding with work. 3.2 PREPARATION A. Protection of Existing Utilities: 1. Protect existing utilities identified in Contract Documents during excavation. 2. If existing utility lines not identified in Contract Documents are encountered, contact Architect before proceeding. 3.3 PERFORMANCE A. Excavation: 1. Footings And Foundations: a. Excavate as necessary for proper placement and forming of footings and foundations. b. Bottom of excavations to receive footings shall be undisturbed soil. c. Excavation Carried Deeper Than Required: 1) Under Footings: Fill with concrete specified for footings. 2) Under Pads: Use specified compacted backfill material. 2. Miscellaneous Cast -In -Place Concrete: COMPUTER CENTER IMPROVEMENTS 3/21/2008 312316-1 KIMBALL & SMITH BUILDINGS EXCAVATION a. Excavate as necessary for proper placement and forming of concrete elements. Remove vegetation and deleterious material and remove from site. b. Backfill over -excavated areas with compacted base material specified in Section 31 2324. c. Remove and replace exposed material that becomes soft or unstable. 3. Utility Trenches: a. Okland Construction will perform utility trenching required from the Smith Building to the mechanical equipment enclosure located at the Manwaring Center addition. Notify Architect immediately if trenching does not comply with the following: 1) Unless otherwise indicated, excavation shall be open cut. Short sections of trench may be tunneled if pipe or duct can be safely and properly installed and backfill can be properly tamped in tunnel sections and if approved by Architect. 2) Excavate to proper alignment, depth, and grade. Excavate to sufficient width to allow adequate space for proper installation and inspection of utility piping. 3) If trenches are excavated deeper than required, backfill until trench bottom is proper depth with properly compacted native material. 4) Pipe 4 Inches In Diameter Or Larger: a) Grade bottom of trenches to provide uniform bearing and support for each section of pipe on undisturbed soil at every point along its length. b) Except where rock is encountered, take care not to excavate below depths indicated. 1. Where rock excavations are required, excavate rock with minimum over -depth of 4 inches below required trench depths. 2. Backfill over -depths in rock excavation and unauthorized over -depths with loose, granular, moist earth, thoroughly compacted. c) Whenever wet or unstable soil incapable of properly supporting pipe, as determined by Architect, occurs in bottom of trench, remove soil to depth required and backfill trench to proper grade with coarse sand, fine gravel, or other suitable material acceptable to Architect. 4. If unusual excavating conditions are encountered, stop work and notify Architect. REPAIR / RESTORATION A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost to Owner. On new work, arrange for damage to be repaired by original installer. CLEANING A. Except as specified in Section 31 1413, debris and material not necessary for Project are property of Contractor and are to be removed before completion of Project. However, if material necessary for Project is hauled away, replace with specified fill / backfill material. END OF SECTION )MPUTER CENTER IMPROVEMENTS 3/21/2008 312316-2 ABALL & SMITH BUILDINGS EXCAVATION SECTION 31 2323 FILL PART1-GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Perform Project backfilling and compacting as described in Contract Documents, except as specified below. 2. Procedure and quality for backfilling and compacting performed on Project under other Sections unless specifically specified otherwise. B. Related Sections: 1. Section 310501: Common Earthwork Requirements. 2. Performance of backfilling and compacting inside and outside of building required for electrical and mechanical work is responsibility of respective Section doing work unless arranged differently by Contractor. 1.2 REFERENCES A. American Society For Testing And Materials: 1. ASTM D 1557-02,'Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort.' 2. ASTM D 2216-98, 'Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock.' 3. ASTM D 2487-00, 'Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System).' 4. ASTM D 2922-01, 'Standard Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth).' 5. ASTM D 3017-01, 'Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth).' 1.3 DEFINITIONS A. Relative Compaction: Ratio of field dry density as determined by ASTM D 2922 and ASTM D 3017 or 2216, and laboratory maximum dry density as determined by ASTM D 1557. 1.4 QUALITY ASSURANCE A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213. 1.5 SEQUENCING A. Before backfilling, show utility and service lines being covered on record set of Drawings. Do not backfill until utilities involved have been tested and approved by Architect and until instructed by Architect. COMPUTER CENTER IMPROVEMENTS 3/21/2008 31 2323- 1 KIMBALL & SMITH BUILDINGS FILL PART 2 -PRODUCTS 2.1 MATERIALS A. Site Material: Existing excavated material on site is suitable for use as fill and backfill to meet Project requirements. B. Imported Fill / Backfill: 1. Well graded material conforming to ASTM D 2487 free from debris, organic material, frozen materials, brick, lime, concrete, and other material which would prevent adequate performance of backfill. a. Under Mechanical Equipment Enclosures: Fill shall comply with soil classification groups GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and 90 percent minimum of fill shall be smaller than 1-1/2 inch in any direction. b. Under Landscaped Areas: 1) Fill more than 36 inches below finish grade shall comply with soil classification groups GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and 90 percent minimum of fill shall be smaller than 1-1/2 inch in any direction. 2) Fill less than 36 inches below finish grade shall comply with soil classification groups SW, SP, SM, or SC. Fill may not contain stones larger than 1-1/2 inches in any direction and 90 percent minimum of fill shall be smaller than 3/8 inch in any direction. PART 3 - EXECUTION PREPARATION A. Before placing fill, base, or finish work, prepare sub -grade as follows: 1. Do not place fill or base over frozen sub -grade. 2. Under Pads and Concrete Site Elements: Scarify sub -grade 6 inches deep, moisture condition to uniform moisture content of between optimum and 4 percent over optimum, and mechanically tamp 6 inches deep to 90 percent minimum of relative compaction. 3. Landscape Areas: Compact sub -grade to 85 percent relative compaction. PERFORMANCE A. Fill / Backfill: 1. General: a. Around Buildings And Structures: Slope grade away from building as specified in Section 31 2216. Hand backfill when close to building or where damage to building might result. b. Site Utilities: 1) Okland Construction will perform backfill of utility trenching required from the Smith Building to the mechanical equipment enclosure located at the Manwaring Center addition. Notify Architect immediately if backfill does not comply with the following: a) In Landscape Areas: Use backfill consisting of on-site soil. b) Under Concrete Site Elements: Extend excavatable slurry fill / backfill to elevation of subgrade. Do not place base material until excavatable slurry fill / backfill has cured 72 hours. c. Do not use puddling or jetting to consolidate fill areas. 2. Compacting: a. Fill / Backfill And Base: 1) Under Pads: Place in 8 inch maximum layers, moisture condition to plus or minus 2 percent of optimum moisture content, and mechanically tamp to 95 percent minimum of maximum density as established by ASTM D 1557. :OMPUTER CENTER IMPROVEMENTS 3/21/2008 312323-2 JMBALL & SMITH BUILDINGS FILL 2) Under Concrete Site Elements And Around Foundation Walls: Place in 8 inch 200 mm maximum layers, dampen but do not soak, and mechanically tamp to 90 percent minimum of maximum density as established by ASTM D 1557. 3) Utility Trenches: a) Okland Construction will perform backfill of utility trenching required from the Smith Building to the mechanical equipment enclosure located at the Manwaring Center addition. Notify Architect immediately if backfill does not comply with the following: 1. In Landscape Areas: Use backfill consisting of on-site soil 2. Site: Place fill in 12 inch layers and moisture condition to plus or minus 2 percent of optimum moisture content. Compact fill to 90 percent minimum relative compaction to within 12 inches of finish grade. Compact fill above 12 inches to 85 percent relative compaction. 3. Under Slabs: Place fill in 6 inch layers, moisture condition to plus or minus 2 percent of optimum moisture content, and compact to 95 percent minimum relative compaction to within 4 inches of finish grade. Final 4 inches of fill shall be granular base as specified in Section 312324. 4) Fill Slopes: Compact by rolling or using sheepsfoot roller. 5) Backfill Under Footings: Not allowed. 1 6) Other Backfills: Place other fills in 12 inch layers and compact to 90 percent relative compaction. 3.3 REPAIR / RESTORATION A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost to Owner. On new work, arrange for damage to be repaired by original installer. 3.4 CLEANING A. Except as specified in Section 31 1413, debris and material not necessary for Project are property of Contractor and are to be removed before completion of Project. However, if material necessary for Project is hauled away, replace with specified fill / backfill material. END OF SECTION COMPUTER CENTER IMPROVEMENTS 3/21/2008 31 2323-3 KIMBALL & SMITH BUILDINGS FILL DIVISION 32: EXTERIOR IMPROVEMENTS 323000 SITE IMPROVEMENTS 32 3113 CHAIN LINK FENCES AND GATES END OF TABLE OF CONTENTS 'OMPUTER CENTER IMPROVEMENTS 3/21/2008 32 0000 - 1 .IMBALL & SMITH BUILDINGS TABLE OF CONTENTS SECTION 32 3113 CHAIN LINK FENCES AND GATES SART 1 - GENERAL SUMMARY A. Includes But Not Limited To: 1. Furnish and install complete fence and gates as described in Contract Documents, Related Sections: 1. Section 03 3053: 2. Section 05 0503: 3. Section 05 0523: REFERENCES Setting sleeves in retaining walls. Priming and galvanizing repair. Welding requirements. A. American Society For Testing And Materials: 1. ASTM A 123-02, 'Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products.' 2. ASTM A 153-01a,'Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware.' 3. ASTM A 392-03, 'Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric.' 4. ASTM A 1011-03a, 'Standard Specification Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability.' 5. ASTM C 1107-02, 'Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonshrink).' 6. ASTM F 1043-00, 'Standard Specification for Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework.' 7. ASTM F 1083-97 (2003), 'Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized) Welded, for Fence Structures.' SUBMITTALS A. Samples: Types of vision slats and colors for Architect's selection. 'ART 2 - PRODUCTS MATERIALS A. Post Setting Grout at Sleeves: 1. Commercial nonshrink grout conforming to requirements of ASTM C 1107, Type B or C. 2. Type Two Approved Products: a. Normal Construction Grout A by W R Bonsai, Charlotte, NC www.bonsal.com. b. Advantage 1107 Grout by Dayton Superior, Miamisburg, OH www.daytonrichmond.com. c. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com. d. 5 Star Special Grout 110 by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com, e. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.Imcc.com. f. Masterflow 713 Pre -mixed Grout by Master Builders, Cleveland, OH www.masterbuilders.com, g. Tamms Grout 621 by TAMMS Industries, Mentor, OH www.tamms.com. h. U S Spec MP Grout by U S Mix Products Cc www.usspec.com. I. CG -86 Grout by W R Meadows, Elgin, IL www.wrmeadows.com. j. Equal as approved by Architect before use. See Section 01 6200. OMPUTER CENTER IMPROVEMENTS 3/21/2008 323113-1 IMBALL & SMITH BUILDINGS CHAIN LINK FENCES AND GATES 2.2 COMPONENTS A. Fabric 1. Chain link fabric of 9 ga wire, galvanized before or after weaving with 1.2 ounce zinc coating conforming to requirements of ASTM A 392, Class I 2. 2 inch square or 3-1/2 inch by 5 inch mesh as selected by Architect or as required by specified vision slat. 3. Knuckle both selvages. B. Framework 1. Posts and rails shall be roll -formed, self -draining shapes meeting strength requirements of ASTM F 669, Table 3, and with 2 ounce zinc coating per sq ft of surface area conforming to ASTM A 123. 2. Line Posts: a. 2.25 by 1.70 inch 57 by 43 mm C-section meeting other requirements given above. b. 2.875 inch 48 mm outside diameter Schedule 40 tubular section weighing 5.79 lbs/lin ft meeting requirements of ASTM F 1083. c. 2.875 inch 48 mm outside diameter Schedule 40 tubular section weighing 4.64 lbs/lin ft formed from steel meeting requirements of ASTM A 1011. t 3. Terminal And Gate Pasts: i a. Gate Posts for supporting single gate leaf, or one leaf of a double gate installation, for nominal EI gate widths over 6 feet: 4. Top And Brace Rail: a. 1.625 by 1.25 inch roll formed section of 45,000 psi yield strength channel shaped rail with minimum theoretical bending strength of 247 pounds on 10 foot midpoint load. b. 1.660 inch outside diameter Schedule 40 pipe weighing 2.27 lbs/lin ft meeting requirements of ASTM F 1083. c. 1.660 inch outside diameter Schedule 40 tubular section weighing 1.84 lbs/lin ft formed from steel meeting requirements of ASTM A 1011. 5. Fittings: Pressed steel or malleable iron, hot -dip galvanized conforming to ASTM A 153. Tie wires shall be 12 ga minimum galvanized steel or 9 ga minimum aluminum wire. 6. Tension Wire: 7 ga minimum galvanized spring steel. C. Gate Leafs Wider Than 6 Feet: 1. Fabricate perimeter frames from metal and finish to match fence framework. Assemble frames by welding or with special fittings and rivets, for rigid connections, providing security against removal or breakage connections. a. Provide same fabric as for fence. Install fabric with stretcher bars at vertical edges and at top and bottom edges. Attach stretchers bars to frame at not more than 15 inches on center. b. Install diagonal cross -bracing consisting of 3/8 inch diameter adjustable length truss rods to ensure frame rigidity without sag or twist. 2. Swing Gates: Fabricate perimeter frames of minimum 1.90 inch OD pipe. 3. Gate Hardware: Provide hardware and accessories for each gate, galvanized per ASTM A 153, and in accordance with following: a. Hinges: Size and material to suit gate size, non -lift-off type, offset to permit 180 degree gate opening. Provide 1-1/2 pair of hinges for each leaf over 6 foot nominal height. b. Latch At Concrete: Forked type or plunger -bar type to permit operation from either side of gate, with padlock eye as integral part of latch. 4. Double Gates: Provide gate stops for double gates, consisting of mushroom type flush plate with anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include locking device and padlock eyes as integral part of latch, permitting both gate leaves to be locked with single padlock. D. Vision Slats: 1. High-density polyethylene (HDPE), double -walled, self-locking or with locking feature that prevents slats from being removed. 2. Color: As selected by Architect from Manufacturer's standard colors 3. When installed, slats will provide 98 percent minimum visual privacy / security. 4. Category Four Approved Product. See Section 01 6200 for definitions of Categories. COMPUTER CENTER IMPROVEMENTS 3/21/2008 323113-2 KIMBALL & SMITH BUILDINGS CHAIN LINK FENCES AND GATES Leaf Width PostOutside Diameter Lbs / lin ft I Over 6 Ft to 13 Ft 4 Inches 9.11 Over 13 Ft to 18 Ft 6.625 Inches 18.97 4. Top And Brace Rail: a. 1.625 by 1.25 inch roll formed section of 45,000 psi yield strength channel shaped rail with minimum theoretical bending strength of 247 pounds on 10 foot midpoint load. b. 1.660 inch outside diameter Schedule 40 pipe weighing 2.27 lbs/lin ft meeting requirements of ASTM F 1083. c. 1.660 inch outside diameter Schedule 40 tubular section weighing 1.84 lbs/lin ft formed from steel meeting requirements of ASTM A 1011. 5. Fittings: Pressed steel or malleable iron, hot -dip galvanized conforming to ASTM A 153. Tie wires shall be 12 ga minimum galvanized steel or 9 ga minimum aluminum wire. 6. Tension Wire: 7 ga minimum galvanized spring steel. C. Gate Leafs Wider Than 6 Feet: 1. Fabricate perimeter frames from metal and finish to match fence framework. Assemble frames by welding or with special fittings and rivets, for rigid connections, providing security against removal or breakage connections. a. Provide same fabric as for fence. Install fabric with stretcher bars at vertical edges and at top and bottom edges. Attach stretchers bars to frame at not more than 15 inches on center. b. Install diagonal cross -bracing consisting of 3/8 inch diameter adjustable length truss rods to ensure frame rigidity without sag or twist. 2. Swing Gates: Fabricate perimeter frames of minimum 1.90 inch OD pipe. 3. Gate Hardware: Provide hardware and accessories for each gate, galvanized per ASTM A 153, and in accordance with following: a. Hinges: Size and material to suit gate size, non -lift-off type, offset to permit 180 degree gate opening. Provide 1-1/2 pair of hinges for each leaf over 6 foot nominal height. b. Latch At Concrete: Forked type or plunger -bar type to permit operation from either side of gate, with padlock eye as integral part of latch. 4. Double Gates: Provide gate stops for double gates, consisting of mushroom type flush plate with anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include locking device and padlock eyes as integral part of latch, permitting both gate leaves to be locked with single padlock. D. Vision Slats: 1. High-density polyethylene (HDPE), double -walled, self-locking or with locking feature that prevents slats from being removed. 2. Color: As selected by Architect from Manufacturer's standard colors 3. When installed, slats will provide 98 percent minimum visual privacy / security. 4. Category Four Approved Product. See Section 01 6200 for definitions of Categories. COMPUTER CENTER IMPROVEMENTS 3/21/2008 323113-2 KIMBALL & SMITH BUILDINGS CHAIN LINK FENCES AND GATES , i a. Fin 2000. E 5. Type Two Acceptable Manufacturers: a. Slats: SlatSource, Hyde Park, UT www.eprivacylink.com. b. Fabric with Pre -Inserted Slats: Privacyl-ink, Hyde Park, UT www.eprivacylink.com. c. Equal as approved by Architect before installation. See Section 01 6200. E i 'ART 3 - EXECUTION 6 l.1 INSTALLATION i A. Fence shall be installed by mechanics skilled and experienced in erecting fences of this type and in accordance with Contract Documents. 1. When general ground contour is to be followed, make changes of grade in gradual, rolling manner. 2. Evenly space posts in line of fence a maximum of 10 feet center to center. B. Post Foundations 1. For fences on retaining walls, provide 12 inch long sleeves to be cast into retaining wall. Set pipe in sleeve and grout space between sleeve and post full. C. Fence: 1. After posts have been permanently positioned and concrete cured for one week minimum, install framework, braces, and top rail. Join top rail with 6 inch minimum couplings at not more than 21 foot centers. 2. Stretch fabric by attaching one end to terminal post and supplying sufficient tension to other end of stretch so slack is removed. a. Fasten fabric to line posts with tie wires. Pass ties over one strand of fabric and hook under line post flange. b. Place one tie as close to bottom of fabric as is possible with additional ties equally spaced between top and bottom band on approximately equal spacing not to exceed 14 inches on center. c. Attach fabric to roll formed terminals by weaving fabric into integral lock loops formed in post. Attach fabric to tubular terminals with tension bars and bands. d. Hold fabric approximately 2 inches above finish grade line. e. On top rail, space tie wires at no more than 24 inches on center. f. Securely attach fittings and firmly tighten nuts. 3. Slats may either be installed by hand, or pre -inserted in fabric during manufacture. D. Gates: 1. Weld gate frames and provide for free and easy operation. 2. Provide gate latching device with padlocking capabilities. Provide cane bolt to engage sleeve set in concrete at double gates. 3. Align top bar of gates with top rail of fence. 4. Gates shall be plumb and on same plane as fence, both vertically and horizontally. 5. Set gate stops and other catches in concrete. CLEANING A. Spread dirt from foundation excavations evenly around surrounding area unless otherwise directed. Leave area free of excess dribbles of concrete, pieces of wire, and other scrap materials. END OF SECTION OMPUTER CENTER IMPROVEMENTS 3/21/2008 323113-3 IMBALL & SMITH BUILDINGS CHAIN LINK FENCES AND GATES