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Home My WebLink About11/3/14 projectmanula2014 DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE COMPETITIVE QUOTATION OF THE Robert A Lee Recreation Center Revised Fitness Room Enclosure 220 S. Gilbert Street IOWA CITY, IOWA September 15, 2014 ADVANCE NOTICE PROJECT: Robert A Lee Recreation Center Revised Fitness Room Enclosure Project BID DATE: Bids due before and opened at 2:30 p.m. Thursday October 2, 2014 Engineering Conference Room, City Hall Bids & Bond filed at: City of Iowa City, City Clerk Attention: City Clerk Civic Center, 410 E. Washington St. Iowa City, IA 52240-1826 Bid opening: Just after 2:30 p.m. in Engineering Conference Room, third floor of City Hall at 410 East Washington Street, Iowa City, Iowa CONFERENCE: 9:00 a.m. local time on Tuesday, September 23, 2014, in Meeting Room B of the Robert A Lee Recreation Center, 220 South Gilbert Street. Metered parking available east of the Recreation Center and prepay parking available is in Chauncey Swan Ramp at 460 East Washington Street. DESCRIPTION OF WORK: The project will create a fitness room within the lower level of the Robert A. Lee Recreation Center. The walls will be constructed of aluminum window framing with tempered glass. A gypsum board bulkhead will be built above the windows to match existing window/door head heights. Existing walls, columns, and bulkheads are to be painted in Room 102. There will be removal and relocation of light fixtures. There is no mechanical work on the project except the inclusion of a return air grille above the entry doors. There will be a pair of new double doors and a new door into the pool. ENGINEER’S Base Bid: ESTIMATE: $49,500.00 WORKING DAYS: Specified Final Completion Date: March 13, 2015 All materials must be in the possession of the contractor and prepared to be on site before work starts; once work starts it must be continuous until complete. BID SECURITY: Bid bond not required LIQUIDATED DAMAGES: $ 200.00 per day PERFORMANCE BOND: One hundred percent (100%) of the bid. PAYMENTS: Monthly estimates equivalent to 95% of the contract value of work completed during the preceding calendar month. BID DOCUMENTS: Obtain from: Technigraphics Inc, 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, 319-354-5950 and 31-354-8973 (fax), Bid Documents available on and after September 15, 2014 ($15.00 Refundable CHARGE FOR BID DOCUMENTS when returned in reusable condition within 10 days of bid date.) PROJECT ENGINEER/ARCHITECT: Teri Petržálek, AIA Morning Star Studio 600 Third St SE, Studio 201, Cedar Rapids, Iowa 52401 319.362.5484 (o) and 319.362.5520 fax Iowa City Rec Center Fitness Room Enclosure 09/14 DOCUMENT 000107 – Certification Page I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly registered Architect under the laws of the State of Iowa. Signature: Name: Teresa Ann Petrzalek, AIA My license renewal date is June 30, 2015. Pages, Sheets, or Divisions covered by this seal: Divisions 8,9, & Sheets G1, D1, A1-A5 Date Issued: 09.15.2014 END OF DOCUMENT 000107 CERTIFICATIONS PAGE 000107 – 1 SPECIFICATIONS TABLE OF CONTENTS Page Number TITLE PAGE ADVANCE NOTICE CERTIFICATIONS SPECIFICATIONS TABLE OF CONTENTS........................................................... TC-1 NOTE TO BIDDERS ............................................................................................... NB-1 INSTRUCTION TO BIDDERS ................................................................................ IB-1 FORM OF PROPOSAL........................................................................................... FP-1 FORM OF AGREEMENT ....................................................................................... AG-1 PERFORMANCE AND PAYMENT BOND ............................................................. PB-1 CONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS)............ CC-1 (thru pg.8) GENERAL CONDITIONS ....................................................................................... GC-1 SUPPLEMENTARY CONDITIONS ........................................................................ SC-1 BIDDER STATUS FORM FOR PROJECTS ……….................................................. BSF-1 TECHNICAL SPECIFICATIONS DIVISION 01- GENERAL REQUIREMENTS Section 010100 Summary of Work……………………………………………… 010100-2 Section 010250 Measurement and Payment………………………………………. 010250-2 Section 013100 Progress and Schedules…………………………………………. 013100-2 DIVISION 08- OPENINGS Section 081113 Hollow Metal Doors and Frames………………………………… 081113-10 Section 084113 Aluminum Storefront Framing……………………………………. 084113-01 Section 087100 Door Hardware……………………………………………………. 087100-11 Section 088000 Glazing…………………………………………………………….. 088000-10 DIVISION 09- FINISHES Section 092216 Non-Structural Metal Framing…………………………………… 092216-5 Section 092900 Gypsum Board……………………………………………………. 092900-6 Section 099123 Interior Painting………………………………………………….. 099123-7 ATTACHMENT: FORMAL PROJECT FORM OF PROPOSAL [TO SUBMIT] ATTACHMENT: PLANS: Sheets G1, D1, A1, A2, A3, A4 & A5 TC-1 NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to submit prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Form of Proposal 4.The sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, before 2:30p.m. local time on October 2, 2014. 5. The sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. 6. The proposals will be acted upon by the City Manager after the reference check. 7. PRE-BID MEETING TIME AND LOCATION: There is a recommended pre-bid Meeting at 9:00 a.m. local time on Tuesday, September 23, 2014, in Meeting Room B of the Robert A Lee Recreation Center, 220 South Gilbert Street. Metered parking available east of the Recreation Center and prepay parking available is in Chauncey Swan Ramp at 460 East Washington Street NB-1 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINITIONS 1.1 Bidding documents include the bidding requirements and the contract documents. The bidding requirements include the Advertisement or Invitation to bid, Instructions to Bidders, the Bid Form, other sample bidding and contract forms, and the Contract Forms including addenda issued prior to receipt of bids. 1.2 The contract documents for the work consist of the Owner/Contractor Agreement, the Conditions of the Contract (General and Supplementary Conditions), the Drawings, the Specifications and all addenda issued prior to and all modifications issued after execution of the Contract. 1.3 Definitions set forth in AIA document A201, “General Conditions of the Contract for Construction”, 2007 edition, or in other Contract Documents are applicable to the bidding documents. A. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract which modify or interpret the Bidding Documents by addition, deflection, clarifications or correction. B. A bid is a complete and properly signed proposal to do the work or designated portion thereof for the sums stipulated therein, submitted in accordance with the bidding documents. C. The base bid is the sum stated in the bid for which the Bidder offers to perform the work described in the bidding documents as the Base, to which work may be added, or from which work may be deducted for sums stated in alternate bids. D. An alternate bid (or Alternate) is an amount stated in the bid to be added to or deducted from the amount of the base bid if the corresponding change in the work, as described in bidding documents, is accepted. E. A unit price is an amount stated in the bid as a price per unit of measurement for materials or services as described in the bidding documents or in the contract documents. F. A bidder is a person or entity who submits a bid. G. A sub-bidder is a person or entity who submits a bid to a bidder for materials, equipment or labor for a portion of the work. ARTICLE 2 – BIDDER’S REPRESENTATIONS 2.1 The bidder by making a bid represents that the bidder has read and understands the bidding documents, and the bid is made in accordance with those documents. 2.2 The Bidder has read and understands the bidding documents or contract documents, to the extent that such documentation relates to the work for which the bid is submitted. IB-1 2.3 The bidder has visited the site, has become familiar with local conditions under which the work is to be performed, and has correlated the bidder’s personal observations with the requirements of the contract documents. The bid is based upon the materials, equipment and systems required by the bidding 2.4 documents without exception. ARTICLE 3 – BIDDING DOCUMENTS 3.1 Copies A. Complete sets of the bidding documents may be obtained from the office of Office Technigraphics, a division of Rapids Reproductions located at 415 of Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone :319-354-5950 Fax:319-354-8973 Toll-Free 800-779-0093 by bona fide bidders , for the deposit sum as indicated. The deposit will be refunded to plan holders who return the bidding documents in good condition within 15 days after receipt of bids. A bidder receiving a contract award may retain the bidding documents, and his deposit will be refunded. Successful sub-bidders, including material suppliers, may retain their bidding documents, and their deposit will be refunded if the Architect receives written notification within the 30 calendar day period following receipt of bids. B. Bidders shall use complete sets of bidding documents in preparing bids. Neither the Owner nor the Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of bidding documents. No partial sets will be issued. C. In making copies of the bidding documents available on the above terms, the Owner and the Architect do so only for the purpose of obtaining bids for the work, and do nor confer license or grant permission for any other use of the bidding documents. D. Copies of the reports and drawings that are not included with the Bidding Documents may be examined at Engineering Division at City Hall, Iowa City, Iowa during regular business hours, or may be obtained from the Owner at Owner’s reproduction cost, plus handling charge. These reports and drawings are not part of the contract documents, but the “technical data” contained therein upon which the bidder may rely as identified and established above, are incorporated therein by reference. 3.2 Interpretation or Correction of Bidding Documents A. The bidder shall carefully study and compare the bidding documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the work for which the bid is being submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. B. Bidders and sub-bidders requiring clarification or interpretation of the bidding documents shall make a written request which shall reach the Architect at least nine days prior to the date for receipt of bids. IB-2 C. Interpretations, corrections and changes of the bidding documents will be made by addendum. Interpretations, corrections and changes to the bidding documents made in any other manner will not be binding, and bidders shall not rely upon them. 3.3 Substitutions A. The materials, products and equipment described in the bidding documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. Refer to AIA Substitutions form for substitution requirements. B. If the Architect approves a proposed substitution prior to receipt of bids, such approval will be set forth in an addendum. Bidders shall not rely upon approvals made in any other manner. 3.4 Addenda A. Addenda will be mailed or delivered to all who are known by the Architect to have a complete set of bidding documents. B. Copies of addenda will be made available for inspection wherever bidding documents are on file for that purpose. C. No addenda will be issued later than four (4) days prior to the date for receipt of bids, except for any one or more of the following reasons: 1. An addendum withdrawing the request for bids. 2. An addendum which includes postponement of the date for receipt of bids. 3. An addendum issued after receipt of bids and prior to execution of the contract. D. Each bidder shall ascertain prior to submitting a bid that he has received all addenda issued, and the bidder shall acknowledge their receipt in the proper location on the bid form. ARTICLE 4 – BIDDING PROCEDURES 4.1 Form and Style of Bids A. A separate copy of the bid form is contained within the back cover of this document. B. Fill in all blanks on the bid form by typewriter or manually in ink. C. Where so indicated by the makeup of the bid form, sums shall be expressed in both words and numerals, and in case of discrepancy between the two, the amount written in words will govern. D. Interlineations, alterations or erasures shall be initialed by the signer of the bid. E. All requested alternates shall be bid. If no change in the base bid is required, enter “No Change”. IB-3 F. Where two or more bids for designated portions of the work have been requested, the bidder may, without forfeiture of the bid security, state the bidder’s refusal to accept award of less than the combination of bids stipulated by the bidder. The bidder shall make no additional stipulation on the bid form, nor qualify the bid in any other manner. G. Each copy of the bid shall include the legal name of the bidder and a statement that the bidder is a sole proprietor, a partnership, a corporation or some other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the bidder to a contract. A bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A bid submitted by an agent shall have a current power of attorney attached certifying the agent’s authority to bind the bidder. H. No bid may be withdrawn for a period of 30 calendar days after the date of opening. 4.2Bid Security- NOT REQUIRED ON COMPETITIVE QUOTATION OR INFORMAL BIDS. 4.3 Submission of Bids A. All copies of the bid, the bid security and other documents required to be submitted with the bid shall be enclosed in sealed opaque envelopes as instructed in Section NB – Note to Bidders. Both envelopes shall be addressed to the party receiving the bids (“City Clerk, City of Iowa City”), and shall be identified with the project name, the bidder’s name and address, and the envelope’s contents. If the bid is sent by mail, the sealed envelopes shall be enclosed in a separate mailing envelope with the notation “SEALED BID ENCLOSED” on the face of that envelope. B. Bids shall be deposited at the designated location prior to the time and date for receipt of bids. 1. Location: Office of City Clerk, City Hall, 410 East Washington Street, Iowa City, Iowa 52240 . 2. Time and Date: Before 2:30 p.m. on Thursday, October 2, 2014 C.Bids received after the time and date for receipt of bids will be returned unopened. D. The bidder shall assume full responsibility for timely delivery at the location designated for receipt of bids. E. Oral, telephonic, or telegraphic bids are invalid and will not receive consideration. 4.4 Modification or Withdrawal of Bid A. A bid may not be modified, withdrawn or canceled the bidder after the stipulated time and date designated for the receipt of bids, and each bidder so agrees in submitting his bid. B. Prior to the time and date designated for receipt of bids, a bid submitted may be modified or withdrawn by notice to the party receiving bids at the place IB-4 designated for receipt of bids. Such notice shall be in writing, signed by the person or persons legally authorized to bind the bidder to a contract. If written notice is electronic, written confirmation from the person or persons legally authorized to bind the bidder to a contract shall also be mailed and postmarked on or before the date and time set for receipt of bids, and it shall be so worded as not to reveal the amount of the original bid. C. Withdrawn bids may be resubmitted up to the time designated for the receipt of bids provided that they are then fully in conformance with these Instructions to Bidders. D. Bid security shall be in an amount sufficient for the bid as modified or resubmitted. ARTICLE 5 – CONSIDERATION OF BIDS 5.1 Opening of Bids A. The properly identified bids received on time will be opened publicly and will be read aloud. 5.2 Rejection of Bids A. The Owner will have the right to reject any or all bids, and to reject a bid not accompanied by the required bid security or by another data required by the bidding documents, or to reject a bid which is in any way incomplete or irregular. 5.3 Acceptance of Bid (Award) A. It is the intent of the Owner to award a contract to the lowest responsive responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents, and does not exceed the funds available. The Owner will have the right to waive informalities or irregularities in a bid received, and to accept the bid which, in his judgment, is in his own best interest. B. The Owner will have the right to accept bid alternates in any order or combination, and to determine the low bidder on the basis of the sum of the base bid and the accepted alternates. ARTICLE 6 – POST-BID INFORMATION 6.1 Submittals A. The names of those persons, firms, companies or other parties with whom the bidder intends to enter into a major subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract will be submitted within 24 hours of bid opening by the apparent lowest responsive, responsible bidder. IB-5 B. The bidder shall, within seven (7) days of notification of selection for the award of a contract for the work, submit the following information to the Architect: 1. A designation of the work to be performed by the bidder with the bidder’s own forces. 2. The proprietary names and the suppliers or principal items or system of materials and equipment proposed for the project. C. The bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the bidding documents. D. Prior to the award of the contract, the Architect will notify the bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any such proposed person or entity. If the Owner or the Architect has reasonable objection to such proposed person or entity, the bidder may, at the bidder’s option: 1. Withdraw the bid. 2. Submit an acceptable substitute person or entity with an adjustment in the bid price to cover the difference in cost occasioned by such substitution. D. The Owner may accept the adjusted bid price or may disqualify the bidder. In the event of either withdrawal or disqualification, bid security will not be forfeited. ARTICLE 7 – PERFORMANCE BOND AND LABOR & MATERIAL PAYMENT BOND 7.1 Bond Requirements A. The bidder shall furnish bonds covering the faithful performance of contract and the payment of all obligations arising there under. Bonds may be secured through the bidder’s usual sources. The cost of furnishing such bonds shall be included in the bid. B. If the Owner requires that bonds be obtained from other than the bidder’s usual source, all change in cost will be adjusted as provided in contract documents. 7.2 The Time of Delivery and Form of Bonds A. The bidder shall deliver the required bonds to the Owner not later than three (3) days following the date of execution of the contract. If the work is to be commenced prior thereto in response to a letter of intent, the bidder shall, prior to commencement of the work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered. IB-6 B. The bonds shall be written on the “Performance and Payment Bond” form bound within the project manual, or a copy thereof. Both bonds shall be written in the amount of the contract sum. C. The bonds shall be dated on or after the date of the contract. D. The bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix a current and certified copy of power of attorney. S:\ENG\ARCHITECTURE FILE\Projects\Robert A. Lee Recreation Center- Fitness enclosure\Frontends\IB - Instructions to Bidders Robert A Lee Recreation Center Fitness Enclosure Project.doc IB-7 FORM OF PROPOSAL Robert A Lee Recreation Center Revised Fitness Room Enclosure Project CITY OF IOWA CITY BIDDERS PLEASE NOTE: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE 1. PROJECT MANUAL. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder: Address of Bidder: 2:30 PM local time on Thursday, October 2, 2014 BIDS RECEIVED BEFORE: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete ROBERT A LEE RECREATION CENTER FITNESS ROOM ENCLOSURE PROJECT in strict accordance with the Project Manual and the Drawings dated September 15, 2014, including Addenda numbered , and , inclusive, prepared by Morning Star Studio, for the Base Bid Lump Sum of : BASE BID Dollars ($ ) The undersigned bidder submits herewith bid security in the amount of $ , ten percent (10%) of the Base Bid amount. BID ALTERNATES: Alternate No. 1: Furr out north wall in lobby Add or Deduct the Sum of: Dollars ($ ) FP-1 of 2 Alternate No. 2: Provide 2”x 4” Hollow Metal Door & Window Framing in lieu of Aluminum Framing for new doors and windows around Fitness Room 102. Add or Deduct the Sum of: Dollars ($ ) Alternate No. 3: Delete the ADA operator and actuator from Hardware Group 1. Add or Deduct the Sum of: Dollars ($ ) The names of those persons, firms, companies or other parties with whom we intend to enter into a major subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract will be submitted within 24 hours of bid opening by the apparent lowest responsive, responsible bidder. NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a Notice to Proceed or a prepared Agreement provided by the Owner is received at the business address identified below within the thirty (30) day period, the undersigned will, within ten (10) days of receipt, acknowledge acceptance of the contract award. The undersigned will then execute and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project, and have the Project at Substantial Completion on or before th February 27, 2015. Firm: Signature: Printed Name: Title: Address: Phone: Contact: FP-2 of 2 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and _________________________________________________ ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 15th day of September, 2014, for the Robert A Lee Recreation Center Revised Fitness Room Enclosure ("Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers _________________; b. "General Conditions of the Contract for Construction” AIA DOC A201-2007, as amended; c. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the IB-1 event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows in “Attachment A.” Payments are to be made to the Contractor in accordance with the Supplementary Conditions. 4. The Project base bid submitted by form of proposal is in the amount of: ________________________________and no/100 Dollars ($__________.00). 5. (No) Alternates included as part of this agreement. 6. Final completion date March 13, 2015. 7. CONTRACT DATE ______________________. (based on date of last signature) City Contractor ____________ (Signature) (Signature) Thomas M. Markus ___________________________________ (City Manager) (Printed name) (Company Official Title) ATTEST: ATTEST: ____________________________________ (Signature) (Signature) ____________________________________ (Printed name) _____________________________ (Printed name) ____________________________________ ___________________________________ City Clerk (Company Official Title) Approved By: ______ City Attorney's Office IB 2 of 2 PERFORMANCE AND PAYMENT BOND ____________________________________________________________, as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($________________________________) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of __________________________, entered into a (date) written Agreement with Owner for Robert A Lee Recreation Center Revised Fitness Room Enclosure Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by Morning Star Studio, which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determination by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under PB-1 of 2 this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of one (1) year(s) from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontractors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS _________ DAY OF _________________________, 20____. IN THE PRESENCE OF: (Principal) Witness (Title) (Surety) Witness (Title) (Street) (City, State, Zip) (Phone) PB-2 of 2 // E SECTION II-ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity PLEASE RETURN PAGES 2 THROUGH 3 OF THIS Program which will be reviewed for acceptability. SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor”· shall include consultants and vendors.) 1.The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2.The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor; state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, andthe regulations (see generally 29 U.S.C.§ 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? Address Phone number The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. //E How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6 are true and correctly reflect our Equal Employment Opportunity policies. // E 4. (g) // E Attached for your information is a copy of Section 2 31 of the Iowa City Codeof Ordinances which prohibits certain discriminatory practices in employmentas well as a sample policy. Please note that the protected characteristicsinclude some not mandated for protection by Federal or State law. As acontractor, consultant or vendor doing business with the City of Iowa City youare required to abide by the provisions of the local ordinance in conjunction withyour performance under a contract with the City. //E SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of _ All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. //E {·;©zm/7zEz;©rL-u //E {·;©zm/7zEz;©rL-u A state or federal program designed to benefit a specific age classification which serves a bona fidepublic purpose. (Ord. 94-3647, 11-8-1994) The employment on the basis of disability in those certain instances where presence of disability isa bona fide occupational qualification reasonably necessary to the normal operation of a particularbusiness or enterprise. The bona fide occupational qualification 03-4105, 12-16-2003) shall be interpreted narrowly. (Ord. //E GENERAL CONDITIONS “General Conditions of the Contract for Construction” AIA DOC A201-2007 amended, shall apply except as amended in the Supplementary Conditions. GC-1 of 1 CITY OF IOWA CITY SUPPLEMENTARY CONDITIONS CITY OF IOWA CITY PART 1 - GENERAL 1.1 INTRODUCTION A. The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201-2007. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. B. Terms used in these Supplementary Conditions will have meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. C. Deletions from the AIA A201 are indicated as strike-out and additions to the AIA A201 are indicated as italic". D. The OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Law or Regulations in respect to any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. E. Delete all references to mediation and arbitration in their entirety. 1.2 ARTICLE 1 - GENERAL PROVISIONS Contract Documents A. Add the following paragraph 1.1.1.1 to read as follows: 1.1.1.1 Any reference within the Contract Documents of the Agreement between Owner and Contractor should be substituted with of the Form of Agreement between Owner and Contractor (hereinafter the Agreement). The Form of Agreement is listed as AG in the project manual. B. Change paragraph 1.1.3 to read as follows: 1.1.3 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, tools, materials, equipment, transportation, services, taxes, insurance and all other services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. The Contractor shall provide all work and materials which any part of the Contract Documents require him to provide. C. Add the following paragraph 1.2.4: 1.2.4 Sections of Division 1 - General Requirements, govern the execution of all sections of the specifications. 1.3 ARTICLE 2 - OWNER A. Change paragraph 2.4 to read as follows: 2.4 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting the SUPPLEMENTARY CONDITIONS DOCUMENT SC-1 Owner may deduct from payments then or thereafter due the Contractor the reasonable entire cost of correcting such deficiencies, including compensation for the Architect's additional services and expenses and heating, engineering, accounting, consulting services and attorneys' fees and expenses made necessary by such default, neglect, or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Owner's actions pursuant to this Subparagraph shall not operate as a release of any obligation of a surety. 1.4 ARTICLE 3 - CONTRACTOR A. Change paragraphs 3.2.2 to read as follows: 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. acity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and knowingly failed to report it to the Architect. If the Contractor performs any construction activity knowing it involves involving a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable all costs for correction. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. B. Change paragraph 3.3.2 to read as follows: 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors, Sub-subcontractors, vendors, materialmen and suppliers and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor or any of its Subcontractors. C. Add the following 3.3.4: 3.3.4 Contractor shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. Contractor shall provide to Owner and Architect the phone number and/or paging service of this individual. D. Change paragraph 3.4.1 to read as follows: 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, storage, parking and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Should the Contract Documents require work to be performed after regular working hours or should the Contractor elect to perform work after regular hours, the additional cost of such work shall be borne by the Contractor. SUPPLEMENTARY CONDITIONS DOCUMENT SC-2 E. Add the following paragraphs 3.4.4 through 3.4.6: 3.4.4 Whenever any provisions of the Contract conflict with any agreements or regulation of any kind in force among members of any trade association, unions or councils, which regulate what work shall be included in the work of particular trades, the Contractor shall make all necessary arrangements to reconcile any such conflict without delay or cost to the Owner and without recourse to the Architect or the Owner. 3.4.5 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution products in place of those specified only under the conditions set forth in Section 01 60 00 - Post Bid Substitutions. 3.4.6 By making requests for substitutions based on Subparagraph 3.4.4 above, the Contractor: .1 represents that the Contractor has personally investigated the proposed product and determined that it is equal or superior in all respects to that specified. .2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. .3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and .4 will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. .5 will adhere to the contract schedule F. Change paragraphs 3.5 to read as follows: 3.5 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform with the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit. Work, materials or equipment not conforming to these requirements may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. G. Changeparagraph 3.6.1 to read as follows: The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. Contractors and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract. The Contractor shall submit the information necessary for the certificates to be issued. All such information for said certificates shall be submitted to the City/Owner together in one submission. H. Change paragraph 3.7.2 to read as follows: 3.7.2 The Contractor shall comply perform the Work in compliance with and give notices required by applicable laws, statutes, ordinances, codes, rules, regulations and lawful orders of public authorities bearing on performance of the Work. I. Change paragraph 3.7.3 to read as follows: 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full appropriate responsibility for such Work and shall bear the costs attributable to the correction and expenses of correcting or replacing such Work. SUPPLEMENTARY CONDITIONS DOCUMENT SC-3 J. Change paragraph 3.7.4 to read as follows: 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are 1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or 2) unknown physical conditions of an unusual nature that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than the next business day 21 days after first observance of the conditions. The Architect will promptly investigate such conditions and, if the Architect determines that they differ materially and cause an increase for performance of any part of the work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. If either party disputes the Archi recommendation, that party pay proceed as provided in Article 15. J. Change paragraph 3.11 to read as follows: 3.11 The Contractor shall maintain at the site for the Owner, one copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one copy of all approved Shop Drawings, MSDS Sheets, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. K. Change paragraph 3.13 to read as follows: 3.13 The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. The Contractor acknowledges that the property on which the Project and Work are located may be occupied and in use by the Owner during the execution of the Work. The Contractor shall perform and coordinate its work in such a manner that the portions of the property occupied and in use will not be encumbered or the use interfered with or interrupted. L. Change paragraph 3.17 to read as follows: 3.17 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect and the Owner in writing. M. Change paragraphs 3.18.1 to read as follows: 3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including, but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused in whole or in part by intentional or negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they SUPPLEMENTARY CONDITIONS DOCUMENT SC-4 may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Paragraph 3.18. Nothing in the foregoing Paragraph 3.18.1 is intended or shall be deemed to constitute an indemnification by the Contractor against the negligence of any of the parties to be otherwise indemnified pursuant to Paragraph 3.18.1. N. Change paragraph 3.18.2 to read as follows: 3.18.2 Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa In claims against any person or entity indemnified under this Section 3.18 by . an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits benefit acts or other employee benefit acts. 1.5 ARTICLE 4 - ARCHITECT A. Change paragraph 4.1.2 to read as follows: 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. B. Change paragraph 4.2.1 to read as follows: 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be the Owner's representative as provided herein during construction and until the Architect issues the final Certificate for Payment to the Contractor on the Project. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. C. Change paragraph 4.2.3 to read as follows: 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner 1) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor, and 2) defects and deficiencies observed in the Work. The Architect and the Owner will not be responsible for the Contractor's failure to perform the Work and the Owner in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. D. Change paragraphs 4.2.5 through 4.2.6 to read as follows: 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify recommend to the Owner the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect has authority to reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect will have authority to recommend to the Owner to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons SUPPLEMENTARY CONDITIONS DOCUMENT SC-5 performing portions of the Work. E. Change paragraphs 4.2.10 through 4.2.12 to read as follows: 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. 4.2.11 The Architect will interpret and make recommendations to the Owner regarding decide matters concerning performance under and requirements of the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement is made concerning the time within which recommendations required of the Architect shall be furnished in compliance with this Paragraph 4.2, then the Architect shall furnish such recommendations within such reasonable time after the request is made that allow sufficient time in the professional judgment of the Architect for review. 4.2.12 Interpretations and recommendations decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and recommendations decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or recommendations decisions rendered in good faith. 1.6 ARTICLE 5 - SUBCONTRACTORS A. Delete paragraph 5.2.1 and add the following: 5.2.1 The CONTRACTOR shall provide, within 24 hours of the bid opening, a list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required on the Bid Form and the Agreement. 1. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. B. Change paragraph 5.3 to read as follows: 5.3 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. All warranties provided by the Subcontractors, including all express and implied warranties in the Contract Documents and the agreements between the Contractor and the Subcontractors and all warranties provided by law, shall run to and be for the benefit of the Owner, and the Owner shall have a direct right of action against the Subcontractors for any breach of said warranties. SUPPLEMENTARY CONDITIONS DOCUMENT SC-6 1.7 ARTICLE 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A. Delete paragraph 6.1.4 in its entirety. B. Change paragraph 6.2.4 to read as follows: 6.2.4 The Contractor shall promptly remedy damage the Contractor wrongfully causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 1.8 ARTICLE 7 - CHANGES IN THE WORK A. Change paragraph 7.2.1 to read as follows: 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner and Contractor and approved by the Architect, stating their agreement upon all of the following: B. Add paragraph 7.2.2 as follows: 7.2.2 A Change Order is conclusively presumed to include all adjustments in Contract Time and Contract Sum necessary to complete the change to the Work and related parts of the Work. C. Add paragraph 7.2.3 as follows: 7.2.3 In all Change Orders or Construction Change Directives, the allowance for Overhead and profit to be included in the total cost to the Owner shall not exceed the following amounts: .1 For the Contractor, for any Work performed directly by the Contractor's employees, not including oversight of such work performed by subcontractor, fifteen percent (15%) of the cost. .2 For the Contractor, for Work performed by his Subcontractor, ten percent (10%) of the amount due the Subcontractor. .3 For each Subcontractor, or Sub-subcontractor involved, for any Work performed by such contractor's own forces, fifteen percent (15%) of the cost. .4 For each Subcontractor, for Work performed by his Sub-subcontractors, five percent (5%) of the amount due the Sub-subcontractor. .5 In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. In no case will a change involving over $200.00 be approved without such itemization. .6 Unless otherwise agreed, costs to which overhead and profit are to be applied shall be those costs listed in Subparagraph 7.3.6. 1.9 ARTICLE 8 - TIME A. Change paragraph 8.2.3 to read as follows: 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract time. The Contractor shall bear all costs for overtime and all additional expense which may arise in order to achieve Substantial Completion within the Contract Time. B. Add paragraph 8.2.4 to read as follows: 8.2.4 If, upon the recommendation of the Architect, it becomes necessary at times during construction for the Owner to accelerate the work, each Contractor or subcontractor when ordered and directed by the Owner, shall cease work at any point and shall transfer his men to such points and execute such portion of his work as may be required to SUPPLEMENTARY CONDITIONS DOCUMENT SC-7 enable others to properly engage in and carry on their work. C. Change paragraph 8.3.1 to read as follows: 8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Owner, with the advice of the Architect, may determine. Such delays shall not be a basis for damages. An extension of the Contract Time is the Contractor's sole remedy for such delay. D. Delete paragraph 8.3.3 in its entirety. E. Add paragraph 8.4 LIQUIDATED DAMAGES to read as follows: Since the actual monetary value of damages sustained by the Owner as a result of delayed completion of the Work is extremely difficult or impractical to assess, the Owner and Contractor agree as follows: 1. Final compliance with requirements of the Contract Documents: The Contractor shall pay as liquidated damages, and not as a penalty, the sum of amount as listed in the Notice to Bidders (or Instruction to Bidders) Final adjustments of the Contract Time as provided for in the Contract Documents. s 2. The Owner shall give written notice to the Contractor of intent to assess liquidated damages pursuant to provisions of this Article. Calculation of the amount of liquidated damages shall commence on the date the Owner notifies the Contractor of this intent. 3. Liquidated damages assessed in accordance with these provisions are exclusive of other monetary damages to which the Owner may be entitled as a direct result with requirements of the Contract Documents. These liquidated damages are not 4. Partial performance of the Work of this Contract shall not relieve the Contractor from liability for liquidated damages. 5. Final Completion Certificate for the Work of the Contract. 6. Notwithstanding anything in the Contract Documents to the contrary, amounts assessed to the Contractor as liquidated damages may be deducted by the Owner from any money payable to the Contractor pursuant to this Contract. The Owner shall notify the Contractor in writing of a claim for liquidated damages prior to the date the Owner deducts such sum from money payable to the Contractor. 1.10 ARTICLE 9 - PAYMENTS AND COMPLETION A. Add the following paragraph 9.3.1.3. .3 The first payment application shall be accompanied by Contractor's partial waiver of SUPPLEMENTARY CONDITIONS DOCUMENT SC-8 lien only, for the full amount of the payment. Each subsequent monthly payment application shall be accompanied by the Contractor's partial waiver and by the partial waivers of Subcontractors and Suppliers who were included in the immediately preceding payment application to the extent of that payment. Application for final payment shall be accompanied by final waivers of lien from the Contractor, Subcontractor and Suppliers who have not previously furnished such final waivers. B. Change paragraph 9.4.1 to read as follows: 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. Nothing herein shall be construed as requiring the Architect to reduce the retainage to be applied to payment applications. All certifications and payments, including those pursuant to a pending claim, shall be tentative and conditional and it shall not be necessary for the Architect to make any statement to this effect. C. Add paragraph 9.4.2.1: 9.4.2.1 The Architect's determination as to the issuance of or withholding of or the amount of payment reflected on Certificates of Payment shall subject the Architect to no liability whatsoever to the Owner, Contractor, Surety, or any other person. D. Change paragraph 9.6.1 to read as follows: 9.6.1 The Owner shall make partial payments to the Contractor within 30 days after the Owner has received a Certificate for Payment from the Architect. To insure proper performance of the Contract, the Owner will retain 5% of each payment amount or such larger amount as will insure that there always remains a sufficient balance to complete the work, such retainage to be held until Final Acceptance of Work and shall so notify the Architect. Payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. E. Change paragraph 9.8.4 to read as follows: When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of substantial Completion that shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and contractor for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. F. Add paragraph 9.10.6: 9.10.6 Notwithstanding any provision to the contrary in this Contract, final payment of the retainage due the Contractor will be made not earlier than 31 days from the final acceptance of the work by the Owner, subject to the conditions and in accordance with the provisions of Chapter 573 of the Code of Iowa (2009), as amended. G. Add paragraph 9.10.7: 9.10.7 Warranties required by the Contract Documents, including those stated in the performance and payment bond, shall commence on the date of final, formal acceptance of the work by the City. 1.11 ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY A. Add paragraph 10.1.1: 1. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be SUPPLEMENTARY CONDITIONS DOCUMENT SC-9 submitted to the Owner prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right-to-know. B. Change paragraph 10.2.4 to read as follows: 1. When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for the execution of the Work, the Contractor shall give the Owner reasonable advance notice and shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. C. Add paragraph 10.2.9: 10.2.9 When required by law or for the safety of the Work, the Contractor shall shore up, brace, underpin and protect foundations and other portions of existing structures which are in any way affected by the Work. The Contractor, before commencement of any part of the Work, shall give any notices required to be given to adjoining landowners or other parties. The Owner shall be notified once these notices have been served and before the work is performed. 1.12 ARTICLE 11 - INSURANCE AND BONDS A. Change paragraph 11.1.1.5 to read as follows: .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including explosion, collapse and damage to underground utilities and loss of use resulting therefrom; B. Change paragraph 11.1.2 to read as follows: 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverage whether shall be written on an occurrence or claims-made basis and shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment, completed operations coverage, until the expiration of the period for correction of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. C. Change paragraph 11.1.3 to read as follows: 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted upon final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness. D. Delete paragraph 11.1.4 in its entirety and add the following paragraphs 11.1.4 through 11.1.14: 11.1.4Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: SUPPLEMENTARY CONDITIONS DOCUMENT SC-10 Type of Coverage Aggregate Comprehensive General Liability Each Occurrence Bodily Injury & Property Damage* $1,000,000 $2,000,000 Combined Single Limit Automobile Liability Bodily Injury & Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Each Accident $500,000 Each Employee $500,000 Policy Limit $500,000 Professional Liability (if applicable) $1,000,000 $1,000,000 red by Chapter 85, Code of Iowa. Property Damage liability insurance must provide explosion, collapse and underground coverage. Comprehensive General Liability using Insurance Services Office CG0001 or equivalent, shall include Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors, Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project) endorsement. Automobile Liability shall include all owned, non-owned and hired autos and also coverage for Contractual Liability. Excess Liability shall provide no less than following form coverage to the primary underlying policies. Workers Compensation shall include the Alternative Employer and Waiver of Subrogation endorsements in favor of the Owner. Professional Liability, if applicable: Tthe Contractor shall procure and maintain, during the life of this Agreement, Professional Errors and Omissions Liability Insurance. The Contractor will notify the Owner if claims made erode the policy limits below those required above. All liability policies above, except for Workers Compensation and Professional Liability, shall include 11.1.5 The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 11.1.6 The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and in the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or defense costs incurred by Contractor's insurer. 11.1.7 The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 11.1.8 If Contractor's liability insurance coverage is subject to any special exclusions or SUPPLEMENTARY CONDITIONS DOCUMENT SC-11 limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance and copies of such shall be attached thereto. 11.1.9 The Contractor shall include the City as additional insured on all policies except workers compensation. The Contractor shall include the Owner (City of Iowa City, including its employees, agents and assigns) as additional insured on all policies, except and, furthermore, shall not be contributing with any other insurance or similar protection available to the Owner, whether such available protection be primary, contributing or excess. Owner shall be an Additional Insured with repect to all required aforementioned coverages, which shall be stated on all Certificates of Insurance. Such Certificates shall also state that the Governmental Immunities Endorsement (see attached) apply and said endorsements shall be attached thereto. The Contractor shall require any of its agents and subcontractors who perform work and/or services pursuant to the provisions of this Agreement to purchase and maintain the same types of insurance as are required of the Contractor. 11.1.10 The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: A. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. B. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. D. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces 11.1.11 The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and seek specific performance or termination, as the case may be. 11.1.12 In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and SUPPLEMENTARY CONDITIONS DOCUMENT SC-12 such losses exhaust the aggregate limits of Contractor's liability insurance, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 11.1.13 In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 11.1.14 Contractor shall be responsible for any deductible amounts; including but . E. Delete paragraphs 11.3 in its entirety and add paragraphs 11.3 as follows: 11.3 PROPERTY INSURANCE 11.3.1 OWNER shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: .1 include the interests of OWNER, CONTRACTOR, Subcontractors, Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; .2 be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; .3 include expenses incurred in the repair or replacement of any insured property; .4 include $100,000 for materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by OWNER; .5 allow for partial utilization of the Work by OWNER; .6 include testing and startup; and .7 be maintained in effect until final payment is made. .8 Such coverage shall not include coverage for loses or damage caused by the negligent acts or omissions of Contractor or Subcontractors, or for damage to material or equipment while under the control of or stored by Contractor prior to installation or prior to inclusion of such material or equipment in construction. Contractor shall maintain appropriate insurance for such risks or occurrences 11.3.2 OWNER shall purchase and maintain such boiler and machinery insurance which SUPPLEMENTARY CONDITIONS DOCUMENT SC-13 shall specifically cover such insured objects or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. 11.3.3 All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions. 11.3.5 If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under paragraph 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the Site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. F. Delete section 11.4 in its entirety and add paragraph 11.4 to read as follows: 11.4.1 The Contractor shall furnish a Performance Bond and Labor and Material Payment Bond from a surety using the form included in the Contract Documents, each in an amount equal to the Contract Price. Cost of such Bonds shall be included in the base bid. Each alternative bid shall include the additional Bond cost. Contractor shall deliver the required Bonds to the Owner prior to the signing of the Agreement. .1 The Performance, Labor and Material Bond shall be executed in conformity with the American Institute of Architect's Document A-312 (1984 Edition), with coverage provided by a surety having a financial rating from A.M. Best of A, VII or higher. .2 Whenever the Contractor shall be and is declared by the Owner to be in default under the Contract, the Surety and Contractor are each responsible to make full payment to the Owner for any and all additional services of the Architect as defined in the Owner/Architect Agreement which are required as a result of the Contractor's default and in protecting the Owner's right under the agreement with the Contractor to remedy the Contractor's default or honor the terms of the Performance Bond. .3 These Bonds shall be maintained by the Contractor and shall remain in full force and effect until final acceptance of the Work by the Owner. The Contractor agrees and will cause the Surety to agree to be bound by each and every provision of all the Contract Documents. .4 The Surety shall give written notice to Owner, within seven (7) days after receipt of a declaration of default, of the Surety's election either to remedy the default or defaults promptly or to perform the work promptly or to pay to Owner the penal sum of the bond, time being of the essence. In said notice of election, the Surety shall indicate the date on which the remedy or performance will commence, and it shall then be the duty of the Surety to give prompt notice in writing to Owner immediately upon completion of (a) the remedy and/or correction of each default, (b) the remedy and/or correction of each omitted item of work, (c) the furnishing of each omitted item of work, and (d) the performance of the work. The Surety shall not assert solvency of its Principal or its Principal's denial of default as justification for its failure to promptly remedy the default or defaults or perform the work. SUPPLEMENTARY CONDITIONS DOCUMENT SC-14 .5 The Principal and Surety further agree as part of this obligation to pay all such damages of any kind to person or property that may result from a failure in any respect to perform and complete the Work including, but not limited to, all repair and replacement costs necessary to rectify construction error, architectural and engineering costs and fees, all consultant fees, all testing and laboratory fees, and all legal fees and litigation costs incurred by the Owner. .6 The Surety agrees that other than as is provided in the Bond it may not demand of the Owner that the Owner shall (a) perform any thing or act, (b) give any notice, (c) furnish any clerical assistance, (d) render any service, (e) furnish any papers or documents, or (f) take any other action of any nature or description which is not required of the Owner to be done under the Contract Documents. 11.4.2 Surety shall be satisfactory to the Owner and shall be authorized to do business in the state of Iowa. 1.13 ARTICLE 13 - MISCELLANEOUS PROVISIONS A. Change paragraph 13.1 to read as follows: 13.1 The Contract shall be governed by the laws of the State of Iowa of the place where the Project is located except that, if the parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 15.4. B. Change paragraph 13.3.1 to read as follows: 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. C. Change paragraph 13.5.1 to read as follows: 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules, and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect and Owner timely notice of when and where tests and inspections are to be made so the Architect and Owner may observe such procedures. The Owner shall bear costs of 1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded and 2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. Copies of all reports, data and other documents related to tests, inspections and approvals shall be provided to the Architect as soon as practicable. D. Delete paragraphs 13.7. E. Add the following Section 13.8: 13.8 The Contractor shall maintain policies of employment as follows: .1 The Contractor and the Contractor's subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; SUPPLEMENTARY CONDITIONS DOCUMENT SC-15 layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non-discrimination. .2 The Contractor and the Contractor's subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance F. Add the following Section 13.9: 13.9 The Contractor shall maintain CONTRACT COMPLIANCE PROGRAM (ANTI DISCRIMINATION REQUIREMENTS) for all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. 1.14 ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT A. Add the following paragraph 14.2.1.5: .5 fails or refuses to provide insurance or proof of insurance as required by the Contract Documents. B. Change paragraph 14.2.4 to read as follows: 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. The Contractor shall bear all testing, engineering, accounting, and legal expenses made necessary as a result of termination of the Contract. 1.15 ARTICLE 15- CLAIMS AND DISPUTES A. Change paragraphs 15.1.1 through 15.1.3 to read as follows: 15.1.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, or other similar relief with respect to the administration terms of the Contract during the performance of the Work. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. Nothing in this Article is intended to limit claims by the Owner related to the performance of or quality of the Work. 15.1.2 Notice of Claims. Claims by either the Owner or Contractor must be initiated by written notice to the other party and to the Initial Decision Maker with a copy sent to the Architect if the Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. An additional Claim relating to the same subject matter made after the initial Claim has been implemented by Change Order will not be considered and is deemed waived by the Contractor. unless submitted in a timely manner. 15.1.3 Continuing Contract Performance. Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make SUPPLEMENTARY CONDITIONS DOCUMENT SC-16 payments for sums not in dispute in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. B. Change paragraph 15.2.5 to read as follows: 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the claim, or indicating that the Initial Decision Maker is unable to resolve the claim. This initial decision shall 1) be in writing, 2) state the reasons therefore, and 3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. The approval or rejection of a Claim by the initial decision shall be final and binding on the parties but subject to mediation and, if the parties fail to resolve their disputes through mediation, to binding dispute resolution arbitration. C. Delete paragraphs 15.2.6 and 15.2.6.1 in their entirety. D. Delete Section 15.3 MEDIATION in its entirety. E. Delete Section 15.4 ARBITRATION in its entirety. F. Add the following paragraph 15.5 to read as follows: 15.5 The Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as . to any dispute arising between the parties or under the Contract Documents END OF DOCUMENT 00800 SUPPLEMENTARY CONDITIONS DOCUMENT SC-17 BSF- 1 of 2 BSF- 2 of 2 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 010100 – SUMMARY OF WORK PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SECTION INCLUDES A. The purpose of the project is to enclose a fitness room inside the lower level of the Robert A. Lee Recreation Center. The work will include supplying all necessary materials to install and construct the enclosure. a.Note the timeline project construction end date: Complete by Friday March 13, 2015. B. Construct the Work under a single fixed-price contract. C.Payment shall be issued upon of completion of work and City final acceptance. D.A pre-construction meeting will take place prior to start of project. E.Submittals and Shop drawings of all associated new hollow metal framing, doors, hardware and glazing to be reviewed and accepted by consulting Architect and Engineer prior to ordering or installing material. F.All Permits required, will be the responsibility of the contractor; however, there will be no associated City permit fees. G.Contractor will make available 24 hour contact number during the installation of the enclosure. 1.3 CONTRACTOR USE OF SITE A.The contractor will limit access to this area from the public for the duration of the construction period. B. There will be a limited designated staging site for this work. C.Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public. 1.Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed. 2.Schedule demolition work after all materials are available; work must be continuous and efficient upon commencement until installation is complete. 3.Project site must be clean and secure when the contractor leaves the premises at the end of each work day. The contractor is responsible for the security of the site. 4.Keep driveways and entrances serving the premises clear and available to the Public and City staff at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on SUMMARY OF WORK 010100 Iowa City Rec Center Fitness Room Enclosure 09/14 site. Contractor parking limited to three (3) metered spaces. D. Time Restrictions for Performing Work: Work may take place Monday through Friday 7 a.m. to 8 p.m. 1.4 OWNER OCCUPANCY A. Full Owner Occupancy: The City and public will occupy the Fitness center during the entire construction period. Attempts to keep some of the fitness equipment in operation will be made. Cooperate with the Owner’s Representative during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner's operations and public use. 1.5 EXISTING CONDITIONS & MEASUREMENTS A. Measurements shall be verified from actual observation at the project site. The measurements will be field verified for proper execution and installation. If unexpected existing conditions are encountered, cease operations immediately and notify the Owner’s Representative. END OF SECTION 010100 SUMMARY OF WORK 010100 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 010250 – MEASUREMENT & PAYMENT PART 1 - GENERAL 1.1RELATED DOCUMENTS A.General provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Procedures and submittal requirements for schedule of values, and applications for payment. 1.3SCOPE OF PAYMENT A.The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B.Construction items shall be bid as a lump sum. PART 2 - PRODUCTS 2.1NONE PART 3 - EXECUTION 3.1PROCEDURE A.Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City’s policy to pay for materials and equipment stored or furnishings fabricated off site. B.The 5% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 3.2BID ITEMS A.GENERAL MEASUREMENT & PAYMENT 010250 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 1.The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. 2.The Contractor must pay for all parking permits fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these cost into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. 3.The Contractor shall be responsible for continuously cleaning of mud and debris off adjacent driveways, steeets, sidewalks, and private property when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. END OF SECTION 010250 MEASUREMENT & PAYMENT 010250 - 2 Iowa City Rec Center Fitness Room Enclosure 08/14 SECTION 013100 – PROGRESS & SCHEDULES PART 1 - GENERAL 1.1RELATED DOCUMENTS A.General provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Prepare, submit and update as necessary a schedule of the work. B.Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to business is a high priority. Scheduling of work shall be planned with this in mind. 1.3SUBMITTALS A.The Contractor shall submit prior to the Pre-Construction meeting a detailed schedule of the proposed work with the controlling operation identified. Work may not begin until the schedule is approved by the Owners Representative. PART 2 - PRODUCTS 2.1NONE PART 3 - EXECUTION 3.1MEETINGS PRIOR TO CONSTRUCTION A.A Pre-Bid meeting will be held on Tuesday September 23, 2014 at 9:00 am in Conference Room B at the Robert A. Lee Recreation Center, 220 South Gilbert Street, Iowa City, IA. B.A Pre- Construction meeting will be held prior to beginning work. 3.2PROGRESS OF WORK A.An early start date is granted to begin no earlier than October 20, 2014. Saturdays will not be counted as working days. Liquidated damages of $200.00 per day will be charged on work beyond March 13th, 2014. PROGRESS & SCHEDULES 013100 - 1 Iowa City Rec Center Fitness Room Enclosure 08/14 B.No work shall be done between the hours of 8:00 pm and 7:00 am without the approval of the owner. C.Work will proceed in a well organized and continuous manner to minimize the disruption to the general public and building staff. END OF SECTION 013100 PROGRESS & SCHEDULES 013100 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 081113 - HOLLOW METAL DOORS AND FRAMES- Alternate #2 PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Section includes hollow-metal work. B.Related Requirements: 1.Section 087100 "Door Hardware" or door hardware for hollow-metal doors. 1.3DEFINITIONS A.Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. 1.4COORDINATION A.Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. 1.5PREINSTALLATION MEETINGS A.Preinstallation Conference: Conduct conference at Project site. 1.6ACTION SUBMITTALS A.Product Data: For each type of product. 1.Include construction details, material descriptions, core descriptions, and finishes. B.Shop Drawings: Include the following: 1.Elevations of each door type. 2.Details of doors, including vertical- and horizontal-edge details and metal thicknesses. 3.Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4.Locations of reinforcement and preparations for hardware. 5.Details of each different wall opening condition. HOLLOW METAL DOORS AND FRAMES 081113 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 6.Details of anchorages, joints, field splices, and connections. 7.Details of accessories. 8.Details of moldings, removable stops, and glazing. 9.Details of conduit and preparations for power, signal, and control systems. C.Samples for Initial Selection: For units with factory-applied color finishes. D.Samples for Verification: 1.For each type of exposed finish required, prepared on Samples of not less than 3 by 5 inches (75 by 127 mm). 2.For "Doors" and "Frames" subparagraphs below, prepare Samples approximately 12 by 12 inches (305 by 305 mm) to demonstrate compliance with requirements for quality of materials and construction: a.Doors: Show vertical-edge, top, and bottom construction; core construction; and hinge and other applied hardware reinforcement. Include separate section showing glazing if applicable. b.Frames: Show profile, corner joint, floor and wall anchors, and silencers. Include separate section showing fixed hollow-metal panels and glazing if applicable. E.Schedule: Provide a schedule of hollow-metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final Door Hardware Schedule. 1.7INFORMATIONAL SUBMITTALS A.Product Test Reports: For each type of hollow-metal door and frame assembly, for tests performed by a qualified testing agency. B.Oversize Construction Certification: For assemblies required to be fire rated and exceeding limitations of labeled assemblies. 1.8DELIVERY, STORAGE, AND HANDLING A.Deliver hollow-metal work palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1.Provide additional protection to prevent damage to factory-finished units. B.Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C.Store hollow-metal work vertically under cover at Project site with head up. Place on minimum 4-inch- (102-mm-) high wood blocking. Provide minimum 1/4-inch (6-mm) space between each stacked door to permit air circulation. HOLLOW METAL DOORS AND FRAMES 081113 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 PART 2 - PRODUCTS 2.1MANUFACTURERS A.Manufacturers: Basis of Design: Curries Company: an Assa Abloy Group Company or equivalent product by the following: 1.Amweld International, LLC. 2.Apex Industries, Inc. 3.Ceco Door Products; an Assa Abloy Group company. 4.Commercial Door & Hardware Inc. 5.Custom Metal Products. 6.de La Fontaine Industries. 7.DKS Steel Door & Frame Sys. Inc. 8.Door Components, Inc. 9.Fleming-Baron Door Products. 10.Gensteel Doors Inc. 11.Greensteel Industries, Ltd. 12.HMF Express. 13.Hollow Metal Inc. 14.J/R Metal Frames Manufacturing, Inc. 15.Karpen Steel Custom Doors & Frames. 16.MPI Group, LLC (The). 17.National Custom Hollow Metal. 18.North American Door Corp. 19.Republic Doors and Frames. 20.Security Metal Products Corp. 21.Steelcraft; an Ingersoll-Rand company. 22.Steward Steel; Door Division. 23.Stiles Custom Metal, Inc. B.Source Limitations: Obtain hollow-metal work from single source from single manufacturer. 2.2INTERIOR DOORS AND FRAMES A.Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B.Commercial Doors and Frames: NAAMM-HMMA 861. At all locations this project. 1.Physical Performance: Level A according to SDI A250.4. 2.Doors: a.Type: As indicated in the Door and Frame Schedule. b.Thickness: 1-3/4 inches (44.5 mm.) c.Face: Metallic-coated, cold-rolled steel sheet, 16 ga. minimum thickness d.Edge Construction: Continuously welded with no visible seam. e.Core: Steel stiffened. HOLLOW METAL DOORS AND FRAMES 081113 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 3.Frames: a.Materials: Metallic-coated steel sheet, 16 ga. minimum thickness. b.Construction: Full profile welded. 4.Exposed Finish: Factory primed and painted. 2.3FRAME ANCHORS A.Jamb Anchors: 1.Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch (1.0 mm) thick, with corrugated or perforated straps not less than 2 inches (51 mm) wide by 10 inches (254 mm) long; or wire anchors not less than 0.177 inch (4.5 mm) thick. 2.Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch (1.0 mm) thick. 3.Compression Type for Drywall Slip-on Frames: Adjustable compression anchors. 4.Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- (9.5-mm-) diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. 5.Multi-purpose anchors: to suit frame size and type. B.Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch (1.0 mm), and as follows: 1.Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. 2.Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch (51-mm) height adjustment. Terminate bottom of frames at finish floor surface. 2.4MATERIALS A.Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. B.Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. C.Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B. D.Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z (12G) coating designation; mill phosphatized. 1.For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B. E.Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. HOLLOW METAL DOORS AND FRAMES 081113 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 F.Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated. G.Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke- developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. H.Glazing: Comply with requirements in Section 088000 "Glazing." 2.5FABRICATION A.Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B.Hollow-Metal Doors: 1.Steel-Stiffened Door Cores: Provide minimum thickness 0.026 inch (0.66 mm), steel vertical stiffeners of same material as face sheets extending full-door height, with vertical webs spaced not more than 6 inches (152 mm) apart. Spot weld to face sheets no more than 5 inches (127 mm) o.c. Fill spaces between stiffeners with glass- or mineral-fiber insulation. 2.Fire Door Cores: As required to provide fire-protection ratings indicated. 3.Vertical Edges for Single-Acting Doors: Provide beveled or square edges at manufacturer's discretion. 4.Top Edge Closures: Close top edges of doors with [inverted closures] [flush closures] [inverted closures, except provide flush closures at exterior doors] of same material as face sheets. 5.Bottom Edge Closures: Close bottom edges of doors[ where required for attachment of weather stripping] with end closures or channels of same material as face sheets. 6.Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. 7.Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inch (19 mm) beyond edge of door on which astragal is mounted or as required to comply with published listing of qualified testing agency. C.Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1.Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. 2.Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. HOLLOW METAL DOORS AND FRAMES 081113 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 3.Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. 4.Jamb Anchors: Provide number and spacing of anchors as follows: a.Stud-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows: 1)Three anchors per jamb up to 60 inches (1524 mm) high. 2)Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) high. 3)Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) high. 4)Five anchors per jamb plus one additional anchor per jamb for each 24 inches (610 mm) or fraction thereof above 96 inches (2438 mm) high. b.Compression Type: Not less than two anchors in each frame. c.Postinstalled Expansion Type: Locate anchors not more than 6 inches (152 mm) from top and bottom of frame. Space anchors not more than 26 inches (660 mm) o.c. d.Multi-Purpose Anchors: spacing per stud-wall anchors. 5.Head Anchors: Two anchors per head for frames more than 42 inches (1067 mm) wide and mounted in metal-stud partitions. 6.Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. a.Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b.Double-Door Frames: Drill stop in head jamb to receive two door silencers. 7.Terminated Stops: Terminate stops 6 inches (152 mm) above finish floor with a 90 degree angle cut, and close open end of stop with steel sheet closure. Cover opening in extension of frame with welded-steel filler plate, with welds ground smooth and flush with frame. D.Fabricate concealed stiffeners and edge channels from either cold- or hot-rolled steel sheet. E.Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1.Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 2.Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. F.Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with mitered hairline joints. 1.Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow- metal work. HOLLOW METAL DOORS AND FRAMES 081113 - 6 Iowa City Rec Center Fitness Room Enclosure 09/14 2.Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. 3.Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. 4.Provide loose stops and moldings on inside of hollow-metal work. 5.Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. 2.6STEEL FINISHES A.Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1.Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. B.Factory Finish: Clean, pretreat, and apply manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat, complying with SDI A250.3. 1.Color and Gloss: As selected by Architect from manufacturer's full range. 2.7ACCESSORIES A.Louvers: Provide louvers for interior doors, where indicated, which comply with SDI 111C, with blades or baffles formed of 0.020-inch- (0.5-mm-) thick, cold-rolled steel sheet set into 0.032-inch- (0.8-mm-) thick steel frame. 1.Sightproof Louver: Stationary louvers constructed with inverted-V or inverted-Y blades. 2.Lightproof Louver: Stationary louvers constructed with baffles to prevent light from passing from one side to the other. 3.Fire-Rated Automatic Louvers: Louvers constructed with movable blades closed by actuating fusible link, and listed and labeled for use in fire-rated door assemblies of type and fire-resistance rating indicated by same qualified testing and inspecting agency that established fire-resistance rating of door assembly. B.Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. PART 3 - EXECUTION 3.1EXAMINATION A.Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B.Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. HOLLOW METAL DOORS AND FRAMES 081113 - 7 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. D.Proceed with installation only after unsatisfactory conditions have been corrected. 3.2PREPARATION A.Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B.Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 3.3INSTALLATION A.General: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions. B.Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified. 1.Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a.At fire-rated openings, install frames according to NFPA 80. b.Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. c.Install frames with removable stops located on secure side of opening. d.Install door silencers in frames before grouting. e.Remove temporary braces necessary for installation only after frames have been properly set and secured. f.Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. g.Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. 2.Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a.Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3.Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. 4.Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. HOLLOW METAL DOORS AND FRAMES 081113 - 8 Iowa City Rec Center Fitness Room Enclosure 09/14 5.Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation. 6.In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 7.In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions. 8.Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a.Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b.Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. c.Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d.Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor. C.Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary. 1.Non-Fire-Rated Steel Doors: a.Between Door and Frame Jambs and Head: 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm). b.Between Edges of Pairs of Doors: 1/8 inch (3.2 mm) to 1/4 inch (6.3 mm) plus or minus 1/32 inch (0.8 mm). c.At Bottom of Door: 5/8 inch (15.8 mm) plus or minus 1/32 inch (0.8 mm). d.Between Door Face and Stop: 1/16 inch (1.6 mm) to 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm). D.Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow- metal manufacturer's written instructions. 1.Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches (230 mm) o.c. and not more than 2 inches (51 mm) o.c. from each corner. 3.4ADJUSTING AND CLEANING A.Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B.Remove grout and other bonding material from hollow-metal work immediately after installation. C.Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. HOLLOW METAL DOORS AND FRAMES 081113 - 9 Iowa City Rec Center Fitness Room Enclosure 09/14 D.Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. E.Factory-Finish Touchup: Clean abraded areas and repair with same material used for factory finish according to manufacturer's written instructions. F.Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081113 HOLLOW METAL DOORS AND FRAMES 081113 - 10 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 084113 – ALUMINUM STOREFRONT FRAMING PART 1 - GENERAL 1.1SUMMARY A.Section Includes: 1.Interior storefront framing. 2.Interior swing entrance doors. 1.2ACTION SUBMITTALS A.Product Data: For each type of product. 1.Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B.Shop Drawings: For aluminum-framed entrances and storefronts. Include plans, elevations, sections, full-size details, and attachments to other work. 1.Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior. 2.Include full-size isometric details of each vertical-to-horizontal intersection of aluminum-framed entrances and storefronts, showing the following: a.Joinery, including concealed welds. b.Anchorage. c.Expansion provisions. d.Glazing. e.Flashing and drainage. 3.Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers. 1.3INFORMATIONAL SUBMITTALS A.Sample Warranties: For special warranties. 1.4CLOSEOUT SUBMITTALS A.Maintenance Data: For aluminum-framed entrances and storefronts to include in maintenance manuals. 1.5QUALITY ASSURANCE A.Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. B.Testing Agency Qualifications: Qualified according to ASTM E 699 for testing indicated and accredited by IAS or ILAC Mutual Recognition Arrangement as complying with ISO/IEC 17025. ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. 1.Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed, submit comprehensive explanatory data to Architect for review. 1.6WARRANTY A.Special Warranty: Manufacturer agrees to repair or replace components of aluminum-framed entrances and storefronts that do not comply with requirements or that fail in materials or workmanship within specified warranty period. 1.Failures include, but are not limited to, the following: a.Structural failures including, but not limited to, excessive deflection. b.Noise or vibration created by wind and thermal and structural movements. c.Deterioration of metals, metal finishes, and other materials beyond normal weathering. d.Water penetration through fixed glazing and framing areas. e.Failure of operating components. 2.Warranty Period: Five years from date of Substantial Completion. B.Special Finish Warranty: Standard form in which manufacturer agrees to repair finishes or replace aluminum that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1.Deterioration includes, but is not limited to, the following: a.Color fading more than 5 Hunter units when tested according to ASTM D 2244. b.Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. c.Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2.Warranty Period: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1PERFORMANCE REQUIREMENTS A.Delegated Design: Engage a qualified professional engineer to design aluminum-framed entrances and storefronts. B.General Performance: Comply with performance requirements specified. 1.Aluminum-framed entrances and storefronts shall withstand movements of supporting structure including, but not limited to, story drift, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads. 2.Failure also includes the following: ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 a.Thermal stresses transferring to building structure. b.Glass breakage. c.Noise or vibration created by wind and thermal and structural movements. d.Loosening or weakening of fasteners, attachments, and other components. e.Failure of operating units. C.Structural Loads: 1.Wind Loads: As indicated on Structural Drawings. 2.Other Design Loads: As indicated on Structural Drawings. D.Deflection of Framing Members: At design wind pressure, as follows: 1.Deflection Normal to Wall Plane: Limited to 1/175 of clear span for spans up to 13 feet 6 inches and to 1/240 of clear span plus 1/4 inchfor spans greater than 13 feet 6 inchesor an amount that restricts edge deflection of individual glazing lites to 3/4 inch,whichever is less. 2.Deflection Parallel to Glazing Plane: Limited to 1/360 of clear span or 1/8 inch,whichever is smaller. 3.Cantilever Deflection: Where framing members overhang an anchor point, as follows: a.Perpendicular to Plane of Wall: No greater than 1/240 of clear span plus 1/4 inch for spans greater than 11 feet 8-1/4 inchesor 1/175 times span, for spans less than 11 feet 8-1/4 inches. E.Structural: Test according to ASTM E 330 as follows: 1.When tested at positive and negative wind-load design pressures, assemblies do not evidence deflection exceeding specified limits. 2.When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of span. 3.Test Durations: As required by design wind velocity, but not less than 10 seconds. F.Air Infiltration: Test according to ASTM E 283 for infiltration as follows: 1.Fixed Framing and Glass Area: Maximum air leakage of 0.06 cfm/sq. ft.at a static-air-pressure differential of 1.57 lbf/sq. ft. 2.Entrance Doors: a.Pair of Doors: Maximum air leakage of 1.0 cfm/sq. ft. at a static-air-pressure differential of 1.57 lbf/sq. ft. b.Single Doors: Maximum air leakage of 0.5 cfm/sq. ft.at a static-air-pressure differential of 1.57 lbf/sq. ft. G.Water Penetration under Static Pressure: Test according to ASTM E 331 as follows: 1.No evidence of water penetration through fixed glazing and framing areas when tested according to a minimum static-air-pressure differential of 20 percent of positive wind-load design pressure, but not less than 10 lbf/sq. ft. H.Energy Performance: Certify and label energy performance according to NFRC as follows: ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 1.Thermal Transmittance (U-factor): Fixed glazing and framing areas shall have U-factor of not more than 0.57 Btu/sq. ft. x h x deg Fas determined according to NFRC 100. 2.Solar Heat Gain Coefficient: Fixed glazing and framing areas shall have a solar heat gain coefficient of no greater than 0.40 as determined according to NFRC 200. 3.Condensation Resistance: Fixed glazing and framing areas shall have an NFRC-certified condensation resistance rating of no less than 35 as determined according to NFRC 500. I.Noise Reduction: Test according to ASTM E 90, with ratings determined by ASTM E 1332, as follows. 1.Outdoor-Indoor Transmission Class: Minimum 30. J.Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes: 1.Temperature Change: 120 deg F, ambient; 180 deg F,material surfaces. 2.Thermal Cycling: No buckling; stress on glass; sealant failure; excess stress on framing, anchors, and fasteners; or reduction of performance when tested according to AAMA 501.5. a.High Exterior Ambient-Air Temperature: That which produces an exterior metal-surface temperature of 180 deg F. b.Low Exterior Ambient-Air Temperature: 0 deg F. c.Interior Ambient-Air Temperature: 75 deg F. 2.2MANUFACTURERS A.Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer Series 451 or comparable product by one of the following: 1.EFCO. 2.Oldcastle Building Envelope. 3.Tubelite. B.Source Limitations: Obtain all components of aluminum-framed entrance and storefront system, including framing spandrel panels and accessories, from single manufacturer. 2.3FRAMING A.Framing Members: Manufacturer's extruded- or formed-aluminum framing members of thickness required and reinforced as required to support imposed loads. 1.Construction: Non-Thermally broken. 2.Glazing System: Retained mechanically with gaskets on four sides. 3.Glazing Plane: Front. 4.Finish: Clear anodic finish. 5.Fabrication Method: Field-fabricated stick system. B.Backer Plates: Manufacturer's standard, continuous backer plates for framing members, if not integral, where framing abuts adjacent construction. C.Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. D.Materials: ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 1.Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. a.Sheet and Plate: ASTM B 209. b.Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. c.Extruded Structural Pipe and Tubes: ASTM B 429/B 429M. d.Structural Profiles: ASTM B 308/B 308M. 2.Steel Reinforcement: Manufacturer's standard zinc-rich, corrosion-resistant primer complying with SSPC-PS Guide No. 12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SP COM, and prepare surfaces according to applicable SSPC standard. a.Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. b.Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. c.Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M. 2.4ENTRANCE DOOR SYSTEMS A.Entrance Doors: Manufacturer's standard glazed entrance doors for manual-swing operation. 1.Door Construction: 1-3/4” inchoverall thickness, with minimum 0.188-inch-thick, extruded- aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deeply penetrated and fillet welded or that incorporate concealed tie rods. 2.Door Design: Medium stile; 3-1/2-inchnominal width . 3.Glazing Stops and Gaskets: Square, snap-on, extruded-aluminum stops and preformed gaskets. a.Provide nonremovable glazing stops on outside of door. 2.5ENTRANCE DOOR HARDWARE A.Entrance Door Hardware: Hardware not specified in this Section is specified in Section 087100 "Door Hardware." 2.6GLAZING A.Glazing: Comply with Section 088000 "Glazing." B.Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black, resilient elastomeric glazing gaskets, setting blocks, and shims or spacers. C.Glazing Sealants: As recommended by manufacturer. 2.7ACCESSORIES A.Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 1.Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration. 2.Reinforce members as required to receive fastener threads. ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 3.Use exposed fasteners with countersunk Phillips screw heads, finished to match framing system. B.Anchors: Three-way adjustable anchors with minimum adjustment of 1 inchthat accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and recommended by manufacturer. 1.Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements. C.Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding flashing compatible with adjacent materials. D.Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos, formulated for 30-milthickness per coat. 2.8FABRICATION A.Form or extrude aluminum shapes before finishing. B.Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. C.Fabricate components that, when assembled, have the following characteristics: 1.Profiles that are sharp, straight, and free of defects or deformations. 2.Accurately fitted joints with ends coped or mitered. 3.Physical and thermal isolation of glazing from framing members. 4.Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 5.Provisions for field replacement of glazing from exterior. 6.Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. D.Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. E.Structural-Sealant-Glazed Framing Members: Include accommodations for using temporary support device to retain glazing in place while structural sealant cures. F.Storefront Framing: Fabricate components for assembly using screw-spline system. G.Entrance Door Frames: Reinforce as required to support loads imposed by door operation and for installing entrance door hardware. H.Entrance Doors: Reinforce doors as required for installing entrance door hardware. I.Entrance Door Hardware Installation: Factory install entrance door hardware to the greatest extent possible. Cut, drill, and tap for factory-installed entrance door hardware before applying finishes. J.After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. 2.9ALUMINUM FINISHES ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 A.Clear Anodic Finish: AAMA 611, AA-M12C22A41, Class I, 0.018 mm or thicker. PART 3 - EXECUTION 3.1EXAMINATION A.Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B.Proceed with installation only after unsatisfactory conditions have been corrected. 3.2PREPARATION A.Prepare surfaces that are in contact with structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces. 3.3INSTALLATION A.General: 1.Comply with manufacturer's written instructions. 2.Do not install damaged components. 3.Fit joints to produce hairline joints free of burrs and distortion. 4.Rigidly secure nonmovement joints. 5.Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. 6.Seal perimeter and other joints watertight unless otherwise indicated. B.Metal Protection: 1.Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or by installing nonconductive spacers. 2.Where aluminum is in contact with concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C.Set continuous sill members and flashing in full sealant bed as specified in Section 079200 "Joint Sealants" to produce weathertight installation. D.Install components plumb and true in alignment with established lines and grades. E.Install operable units level and plumb, securely anchored, and without distortion. Adjust weather- stripping contact and hardware movement to produce proper operation. F.Install glazing as specified in Section 088000 "Glazing." G.Entrance Doors: Install doors to produce smooth operation and tight fit at contact points. 1.Exterior Doors: Install to produce weathertight enclosure and tight fit at weather stripping. ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 2.Field-Installed Entrance Door Hardware: Install surface-mounted entrance door hardware according to entrance door hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. 3.4ERECTION TOLERANCES A.Erection Tolerances: Install aluminum-framed entrances and storefronts to comply with the following maximum tolerances: 1.Plumb: 1/8 inch in 10 feet; 1/4 inch in 40 feet 2.Level: 1/8 inch in 20 feet; 1/4 inch in 40 feet 3.Alignment: a.Where surfaces abut in line or are separated by reveal or protruding element up to 1/2 inch wide, limit offset from true alignment to 1/16 inch b.Where surfaces are separated by reveal or protruding element from 1/2 to 1 inchwide, limit offset from true alignment to 1/8 inch c.Where surfaces are separated by reveal or protruding element of 1 inchwide or more, limit offset from true alignment to 1/4 inch 4.Location: Limit variation from plane to 1/8 inch in 12 feet /2 inch END OF SECTION 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113-1 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 087100 - DOOR HARDWARE PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY Section Includes: A.Furnish and install door hardware for hollow metal and wood doors. B.Keying of all doors. C.Furnish and install access control components specified within this section. Coordinate with the Access Control Installer. D.Where items of hardware are not specified and are definitely required for the intended service, notify the Architect for clarification. If hardware is not specified but is required for a typical application, furnish and install such hardware items in the type and quantity for the appropriate service and function. E.Related Sections: 1.Section 081113 "Hollow Metal Doors and Frames" 2.Section 084113 “Aluminum Storefront Framing” 1.3ACTION SUBMITTALS A.Submit detailed door hardware schedule in quantities required by Division 1 - General Requirements. B.B. The door hardware schedule format shall be consistent with recommendations for a vertical format set forth in the Door & Hardware Institute's (DHI) publication "Sequence and Format for the Hardware Schedule". Door hardware sets shall be consolidated to group multiple door openings which share similar hardware requirements. Schedule shall include the following information: 1.Door number, location, size, handing, and rating. 2.Door and frame material, handing. 3.Degree of swing. 4.Manufacturer. 5.Product name and catalog number. 6.Function, type and style. 7.Size and finish of each item. 8.Mounting heights DOOR HARDWARE 087100 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 9.Explanation of abbreviations, symbols, etc. 10.Numerical door index, indication the hardware set/group number for each door. C.Prepare the schedule under the direct supervision of a certified architectural hardware consultant using the same numbering system for each hardware group as indicated in the (AHC) schedule at the end of this section. Handwritten schedules are not acceptable. The schedule shall be signed by the AHC and include contact information. D.The supervising AHC shall attend meetings related to the project when requested by the Architect. E.Review drawings from related trades as required to verify compatibility with specified hardware. Indicate unsuitable or in compatible items, and proposed substitutions in the door hardware schedule. F.Submit manufacturers' catalog data for each item of door hardware in quantities required by Division 1 - General Requirements. G.Submit a list of required lead times for door hardware items. H.After final approved schedule is returned, transmit corrected copies for distribution and field use in quantities required by Division 1 - General Requirements. I.Submit approved door hardware schedules, template lists, and pertinent templates as requested by related trades. J.Submit necessary diagrams, schematics, voltage and amperage requirements for electro- mechanical devices and systems when indicated and as required by related trades. K.Electrical products: 1.Submit with the shop drawings wiring diagrams prepared by factory authorized personnel showing exact color-coded point-to-point connections required for each electrical component that is being provided. 2.Submit elevation riser drawings indicating the conduit runs needed along with the quantity and gage of wire required at each electrical component supplied in this section. 3.Submit with the shop drawings a brief written explanation of how all of the components are to operate together as a system. If there is an interface required with another electrical system, (fire alarm, card reader, etc.) the requirements of the hardware system shall be indicated by the hardware supplier. DOOR HARDWARE 087100 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 L. After receipt of approved door hardware schedule, the door hardware supplier shall initiate a meeting including the Owner's Representative and the Contractor to determine keying requirements. Upon completion of the initial key meeting, the door hardware supplier shall prepare a key schedule with symbols and abbreviations as set forth in the Door and Hardware Institute's publication "Keying Procedures, Systems, and Nomenclature". Submit (6) copies of the Owner approved key schedule for record and field use. 1.4QUALITY ASSURANCE A. This section may not deal individually with minute items such as components, parts, controls and devices which may be required to produce the door hardware performance specified. Provide such items where required, whether or not specifically identified. B. Where items of hardware are not specified and are definitely required for the intended service, notify the Architect for clarification. If hardware is not specified but is required for a typical application, furnish and install such hardware items in the type and quantity for the appropriate service and function. C. Installation of door hardware shall be installed or directly supervised and inspected by a skilled installer with not less than two (2) years experience in successful completion of projects similar in size and scope. 1.5 DELIVERY, STORAGE AND HANDLING A. The Contractor shall receive door hardware and provide secure and proper protection of door hardware items to avoid delays caused by lost or damaged hardware. B. Coordinate with related suppliers/fabricators under the direction of the Contractor for delivery of door hardware items necessary for factory installation. 1.6 PREPARATION A.Furnish hardware templates and other information required to the fabricators of the doors and frames. This data is required to assist the fabricators in making proper cutouts, mortises, rein- forcements, electrical connections and other preparations as required to properly receive the door hardware. B. The templates and/or physical door hardware, as required, shall be shipped prepaid to the fabricators. DOOR HARDWARE 087100 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 C. Reinforcement for all hardware for metal doors and frames shall be installed at the factory, be made to template and be furnished with machine screws. The face of locks shall be beveled to match the bevel edge of metal doors. 1.7 WARRANTY A. Door hardware items shall be warranted against defects in material and workmanship as set forth in Division 1 - General Requirements. B. Door hardware shall be warranted by the manufacturers to be free from defects in materials and workmanship for a period of two (2) years from substantial completion of the project. 1. Exception: Mechanical closers shall be warranted for ten (10) years from date of sub- stantial completion. Power assist closers shall be warranted for two (2) years from the date of substantial completion. 2. Exception: Exit devices shall be warranted for five (5) years from date of substantial completion. C. Repair, replace, or otherwise correct deficient materials and workmanship without additional cost to the Owner. PART 2 - PRODUCTS 2.1 MANUFACTURERS- See following Catalog Cuts for complete list. A.Acceptable manufacturers: Basis of Item Design Approved Equivalent Hinges Ives McKinney, Stanley Power Transfer Von Duprin Electric Panic Hardware Von Duprin Rim Cylinder Sargent Match existing- no substitution Seals NGP Astragal NGP Door Sweep NGP Surface Closers LCN no substitution allowed Auto Operators LCN Horton Power Supply Von Duprin 90 Deg Offset Pull Ives 2.2 LOCK CYLINDERS AND KEYING A.Keying of locks and cylinders throughout project will be scheduled through a key meet- ing with Architect, Owner or representative, and hardware supplier. The meeting with the owner will take place before the cylinders are ordered. At this time, a key schedule will be prepared and submitted to the Architect for approval. A copy of this key schedule with the bitting instructions shall accompany the finished as built shop drawings. Each key to be stamped by location as designated by the Owner. DOOR HARDWARE 087100 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 B.Equip locks with cylinders matching building hardware. C.Each cylinder supplied will be provided with three (3) keys. D. Furnish keys in the following quantities: 1. Six (6) each: Construction Masterkeys. 2. Two (2) each: Control Keys. 3. Six (6) each: Building MK. 4. Six (6) each: Submaster. E. Master keys and control keys to be delivered by registered mail to the Owner. Change keys shall be delivered in a set up key cabinet. Construction keys shall be delivered to the Contractor. 2.3 FASTENERS A. Install door hardware with only fasteners provided by the manufacturer for use with the specific product and according to the manufacturer’s written instructions. Furnish suita- ble size, quantity, and material with finish to match the hardware. B. Exposed fasteners shall match the finish of the adjacent door hardware. Fasteners ex- posed to the weather shall be non-ferrous or stainless steel. Furnish correct fasteners to accommodate surrounding conditions. C. Coordinate required hardware reinforcements for doors and frames. Furnish through- bolts as required for materials not readily reinforced. D. Furnish self-tapping (TEC) screws for attachment of sweeps and stop-applied weather- stripping and for attaching kickplate to hollow metal or wood mineral core doors. E.Provide machine screws for attaching hardware to metal. 2.3 BUTT HINGES A.Acceptable manufacturers and catalog numbers: 1. Heavy weight, stainless steel: Ives (IVES) 5BB1HW B. Hinge size (wood, hollow metal and aluminum doors) 1. Size of hinges to be 4-1/2" x 4-1/2" for 1-3/4" doors up to 36" wide. C. Quantity: Four (4) - hinges per leaf for openings above 90 inches high. D.Hinges shall be stainless steel. DOOR HARDWARE 087100 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 E. Furnish hinges with sufficient width to accommodate door trim and to allow for 180-degree swing. F. Furnish hinges with flat button tips with non-rising pins at interior doors. G. Furnish hinges to template standards. 2.4 CONTINUOUS GEARED HINGES A. Full Mortise Aluminum Geared- Heavy Duty Continuous Hinge w/ Edge Protector. B. Ives 224HD EPT 2.5 ELECTRIC PANIC HARDWARE A. Von Duprin RX-LC-LD-9949-L-DT-996-07-LBL B. Exit devices shall be equipped with a sound-dampening feature to reduce touch pad re- turn noise. C. On full glass doors there shall be no exposed fasteners on the back of the mechanism vis- ible through the glass. D. Exit devices shall be furnished with flush end caps to reduce potential damage from im- pact. E.Exit devices shall be furnished with dead-locking latchbolts to insure security. F. Exit devices shall be U.L. listed for accident hazard. Exit device for use on fire doors shall be U.L. listed for fire exit hardware. G. Furnish strikes, special length rods, and adapter plates to accommodate door and frame conditions. Furnish narrow style series devices in lieu of wide stile series devices where strikes will not accommodate door and frame conditions. H. Coordinate with related trades to insure adequate clearance and reinforcement is provided in doors and frames. Furnish thru bolts as required. J. Exit devices shall be furnished with trim designs to match other lever and pull designs used on the project. K. Furnish cylinder keyed dogging (interchangeable core) for non-fire rated exit devices. L. Furnish interchangeable cores for all exit devices M. Furnish glass bead kits as required to accommodate door conditions. DOOR HARDWARE 087100 - 6 Iowa City Rec Center Fitness Room Enclosure 09/14 2.6 CLOSERS A. LCN 4111 SCUSH B. Closers shall be constructed with high strength cast iron cylinders and one piece forged steel pistons. Pinion shall be ¾” diameter. C. Door closers shall meet the requirements of BHMA A156.4 Grade 1 - American National Standard for Door Controls. D. Closers shall utilize a stable fluid withstanding temperature range of +120deg F to -30deg F without seasonal adjustment of closer speed to properly close the door. F. Door closers shall have full plastic covers and separate adjusting valves for sweeps, latch, and backcheck. H. Furnish closers complete with all components necessary for the complete installation of closers including, but not limited to, special templates, mounting brackets, spacers, drop plates and cover plates as required by door conditions, frame conditions and other hard- ware. I. Furnish correct fasteners for substrate (wood or metal) depending upon substrate materi- al, blocking and internal reinforcing. Self-tapping screws are not allowed. J. Furnish thru-bolts on doors with that have door closers and exit devices. Furnish sex bolts and sleeves for attaching surface closers or arm to mineral core doors. K. Pressure relief valves (PRV’s) are not allowed. L. Powder coat finish or equivalent meeting a 100 hour salt spray test for all metal surfaces. M. Where closers are specified for doors with glazing, provide necessary closer components (special templates, plates, bent arms, spacers, etc.) for the closers to be installed without any part of the closer extending into the glass area of the door. 2.7 LOW ENERGY ELECTRO-HYDRAULIC AUTOMATIC OPERATORS A.Acceptable manufacturers and catalog numbers: 1. Electro-Hydraulic Operator – Push Side LCN 4640 Horton 4100 x R/LHR B. Where low kinetic energy, as defined by ANSI/BHMA Standard A156.19, power opera- tors are indicated for doors required to be accessible to the disabled, furnish electrically DOOR HARDWARE 087100 - 7 Iowa City Rec Center Fitness Room Enclosure 09/14 powered operators complying with the ADA for opening force and time to close stand- ards. C. The closing action shall be controlled by modern type cast iron door closer cylinder filled with a flat viscosity fluid, stable from +120F to -30F that requires no seasonal adjust- ments. The closer shall have field adjustable spring power; two independent closing speed adjustment valves, and hydraulic back-check. D. Full closing force shall be provided when the power or assist cycle ends. E. Power operator systems shall include the following features and functions: 1. Provisions for separate conduits to carry high and low voltage wiring in compli- ance with the National Electrical Code, section 725-31. 2. The operator shall be designed to prevent damage to the mechanism if the system is actuated while the door is latched or if the door is forced closed during the opening cycle. 3. Covers, mounting plates and arm systems shall be powder coated and successful- ly pass a minimum of 100 hours testing as outlined in ANSI/BHMA Standard A156.18. 4. UL listed for use on labeled doors. 5. Operators shall be non-handed with spring power over a range of at least four sizes; either 1 through 4 or 2 through 5. 6. Provisions in the control box or module shall provide control (inputs and outputs) for; electric strike delay, auxiliary contacts, sequential operation, fire alarms sys- tems, actuators, swing side sensors, and stop side sensors. 7. Wall mounted actuators shall consist of a 4-1/2 inch diameter stainless steel touch plate with a blue filled handicapped symbol. Switches shall be weather re- sistant and mount on a single gang electrical box furnished by Division 16. F. Electrically powered operators shall include the following features or functions: 1. When an obstruction or resistance to the opening swing is encountered, the oper- ator will pause at that point, then attempt to continue opening the door. If the ob- struction or resistance remains, the operator will again pause the door. 2. Easily accessible main power and maintain hold open switches will be provided on the operator. 3. An electronically controlled clutch to provide adjustable opening force. 4. A microprocessor to control motor and clutch functions. 5. An on-board power supply capable of delivering both 12V and 24V outputs up to a maximum of 1.0 ampere combined load. 6. Input and output power wiring shall be protected by slow blow fuses. These fuses shall be easily replaceable without special tools or component replacement. 7. If electrical failure occurs, the unit shall operate as a standard door closer. 2.8 SEALS A.NGP- 5050CL DOOR HARDWARE 087100 - 8 Iowa City Rec Center Fitness Room Enclosure 09/14 B. Furnish intumescent and other required edge sealing systems as required by individual fire door listings to comply with positive pressure standards UL 10C. C. Furnish smoke gaskets at all fire rated doors and smoke/draft control assemblies. 2.9 FINISHES AND BASE MATERIALS A.Typical hardware finish, satin chromium/satin stainless, dependent upon base metal: 1. BHMA Finish Standard #626 (US Standard Finish US26D); 2. BHMA Finish Standard #628 (US Standard Finish US28); 3. BHMA Finish Standard #652 (US Standard Finish US26D); 4. BHMA Finish Standard #630 (US Standard Finish US32D); PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to installation of door hardware, the door hardware installer shall examine door frame installation to insure frames have been set square and plumb. The installer shall examine doors, door frames, and adjacent wall, floor, and ceiling for conditions, which would adversely effect proper operation and function of door assemblies. Do not proceed with door hardware installation until such deficiencies have been corrected. 3.2 ELECTRICAL COORDINATION A. Door hardware items requiring low voltage connections or 120 volt connections shall have wiring connected by Division 16. The conduit (if required), wire and installation shall be provided by Division 16. The installation of door hardware items requiring electrical connection by Division 16 shall be accomplished by the door hardware installer and shall be coordinated with Division 16. 3.3 INSTALLATION A. Before beginning the door hardware installation, the Contractor shall coordinate a door hardware installation meeting with a seven (7) working day notice to parties involved. Conduct the meeting on the installation of door hardware, specifically of locksets, clos- ers, exit devices, continuous hinges, overhead stops and electro-mechanical items. 1. The manufacturer's representative(s) of the above products shall present the meeting. 2. The meeting shall be held at the job site and attended by the Architect, the Con- tractor, door hardware installers (including low voltage hardware), the manufac- turer’s representatives for above hardware items, and other effected subcontrac- tors or suppliers. 3. Training shall include use of installation manuals, door hardware schedule, tem- plates and physical products samples. DOOR HARDWARE 087100 - 9 Iowa City Rec Center Fitness Room Enclosure 09/14 B. Mounting heights for hardware from finished floor to center line of hardware item: 1. For steel doors and frames: Comply with DHI "Recommended Locations for Ar- chitectural Hardware for Steel Doors and Frames." 2. For wood doors: Comply with DHI "Recommended Locations for Architectural Hardware for Wood Flush Doors." C. Set units level, plumb and true to the line and location. Adjust and reinforce the attach- ment substrate as necessary for proper installation and operation. D. Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accord with industry standards. E. Drill appropriate size pilot holes for door hardware attached to wood doors and frames. F. Shim doors as required to maintain proper operating clearance between door and frame. G. Use only fasteners supplied by or approved by the manufacturer for each item of door hardware. H. Conceal push and pull bar fasteners where possible. Do not install through bolts through push plates. I. Install door hardware on UL labeled openings in accordance with the manufacturer's re- quirements to maintain the label. J. Install wall stops to contact lever handles or pulls. Do not mount wall stops on casework, or equipment. K. Where necessary, adjust doors and door hardware to eliminate binding between strike and latchbolt. Doors shall not rattle. L. Install door closers on corridor side of lobby doors, room side of corridor doors, and stair side of stairways. Follow closer manufacturer’s installation and adjustment instructions. M. Adjust spring power of door closers to insure exterior and fire rated doors will consistent- ly close and latch doors under existing conditions. Adjust other door closers to insure opening force does not to exceed 5 lbs. N. Adjust "sweep", "latch", & "back check" valves on door closers to properly control door through out the opening and closing cycle. Adjust total closing speed as required to comply with applicable state and local building codes. O. Unless otherwise specified or detailed, install thresholds with the bevel in vertical align- ment with the outside door face. Notch and fit thresholds to frame profile. Set thresholds in full bed of sealant. DOOR HARDWARE 087100 - 10 Iowa City Rec Center Fitness Room Enclosure 09/14 P. Compress sweep during installation as recommended by sweep manufacturer to facilitate a water resistant seal. 3.4 QUALITY ASSURANCE A, After installation has been completed, the door hardware installer, the door hardware supplier and the manufacturer’s representative for locksets, door closers, exit devices, and overhead stops shall check the project and verify compliance with installation instruc- tions, adjustment of hardware items, and proper application according to the approved door hardware schedule. The door hardware supplier shall submit a list of door hardware that has not been installed correctly. B. After installation has been completed, the door hardware supplier and the manufacturer’s representative shall meet with the Owner’s Representative to explain the functions, uses, adjustment, and maintenance of each item of door hardware. 3.5 ADJUSTMENT AND CLEANING A. At final completion, and when HVAC equipment is in operation, the door hardware in- staller shall make final adjustments to and verify proper operation of door closers and other items of door hardware. Lubricate moving parts with type lubrication recommend- ed by the manufacturer. B. Door hardware shall be left clean and in good operation. Door hardware found to be dis- figured, defective, or inoperative shall be repaired or replaced. C. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. D. Where door hardware is installed more than one month prior to acceptance or occupancy of a space or area, return to the installation during the week prior to acceptance or occu- pancy and make final check and adjustment of door hardware items in such space or ar- ea. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. E. Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes, during the final adjustment of hardware. 3.6 DOOR HARDWARE SCHEDULE A. The following schedule of door hardware groups is intended to describe opening function. Hardware Group No. 1 - PROVIDE SHIM KITS FOR EXITS AS NEEDED FOR LIGHT TRIM ON DOOR. DOOR CONTACT AND CARD READER BY SECURITY CONTRACTOR. PROVIDE ALL NECESSARY BRACKETS AND SHIMS FOR AUTO OPERATOR. CARD READER ON SECURE SIDE TO UNLOCK TRIM ON EXIT AND ACTIVATE ACTUATOR. DOOR HARDWARE 087100 - 11 Iowa City Rec Center Fitness Room Enclosure 09/14 For use on mark/door #(s): 102A Each To Have: Qty Description Catalog Number Finish Mfr 8 EA HW HINGE 5BB1HW 4.5 X 4.5 NRP630 IVE 2 EA POWER TRANSFER EPT10689 VON 1 EA ELEC PANIC RX-LC-QEL+-9949-L-DT-996-07-LBL626 VON HARDWARE 1 EA ELEC PANIC RX-LC-QEL+-9949-L-E996-07-FSE-LBL626 VON HARDWARE 1 EA RIM CYLINDER 20-057-ICX626 SCH 2 EA SURF. AUTO 4642689 LCN OPERATOR 2 EA ACTUATOR, WALL 8310-853630 LCN MOUNT 1 EA ASTRAGAL 137SA [SET] NGP 2 EA DOOR SWEEP 200NACL NGP 1 EA POWER SUPPLY PS904 900-BAT 900-2RS-FALGR SCE 1 CARD READER BY OTHERS 1 DOOR CONTACT(S) BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS Operational Description Free Egress at all times. Pressing Push Bar retracts latchbolts. Lever always rigid, entrance by lever when latchbolt is in retracted position. Control contact electrically retracts the latchbolt either for momen- tary unlatching or forextended periods of time. Provides quiet operation. One internal SPDT switch moni- tors the depression of the pushbar or crossbar. Free Egress at all times. Pressing Push Bar retracts latchbolts. Control contact electrically retracts the latchbolt either for momentary unlatching or forextended periods of time. Provides quiet operation. Con- trol contact electrically controls the locking or unlocking of the outside trim. The outside trim cylinder re- tracts the latchbolt for mechanical override. . One internal SPDT switch monitors the depression of the pushbar or crossbar. Electrically unlocked. Hardware Group No. 2 - For use on mark/door #(s): 101A Reuse existing door hardware, add surface closer. 1 EA SURFACE CLOSER 4111 SCUSH 689 LCN Operational Description Free Egress at all times. Self-Closing Templating allows Spring CUSH Arm to stop the door's swing be- tween 85 and 110 degrees. END OF SECTION 087100 DOOR HARDWARE 087100 - 12 Catalog Cuts for ROBERT A LEE FITNESS CENTER Sorted by Manufacturer Prepared By EDDIE DOBBINS, A.H.C. ALLEGION 3901 WOODLAND AVE UNIT 7 WEST DES MOINES IA Phone 515-494-2087 Created 9/11/2014 PDF created by SpeXtra Page 1 Catalog Cut Summary MfrDescription Catalog NumberCutPage Number IVEHW HINGE5BB1HW 4.5 X 4.5 IVE_0251 NRP LCNSURF. AUTO 4642LCN_4640 OPERATOR LCNACTUATOR, WALL 8310-853LCN_0047 MOUNT NGPDOOR SWEEP200NANGP_0070 NGPASTRAGAL137SA [SET]NGP_0054 SCEPOWER SUPPLYPS904 900-BAT SCE_0088 900-2RS-FA SCHRIM CYLINDER20-057-ICXSCH_CYL_FSIC VONPOWER TRANSFEREPT10VON_0060 VONELEC PANIC RX-LC-QEL+-9949-VON_9899_032_B~VON HARDWAREL-DT-996-07-LBL_9899_033_B~VON_SEC _017~VON_QEL_001~V ON_QEL_SELL_001~VON _QEL_SELL_002 VONELEC PANIC RX-LC-QEL+-9949-VON_9899_032_B~VON HARDWAREL-E996-07-FSE-LBL_9899_033_B~VON_SEC _017~VON_QEL_001~V ON_QEL_SELL_001~VON _QEL_SELL_002~VON_S EC_015 Project: ROBERT A LEE FITNESS Control #: 114145Print Date: Sep 11 2014 CENTER11:00AM EDT Supplier: AllegionVersion#: 3Ver Date: Sep 11 2014 Page 2 of 2 8:00AM EDT Architectural Hinges 5BB1HW 5 Knuckle, Ball Bearing, Heavy Weight Full Mortise Hinge Options Meets ANSI/BHMA A156.1 A8111 Steel Dimensions A5111 Stainless Steel A2111 Brass Size (Inches) Size (mm) Gauge Size (Inches) Size (mm) Gauge 4.5 x 4 114 x 102 0.180 5 x 4.5 127 x 114 0.190 4.5 x 4.5 114 x 114 0.180 5 x 5 127 x 127 0.190 5BB1WT 5 Knuckle, Ball Bearing, Wide Throw Full Mortise Hinge Options Meets ANSI/BHMA A156.1 A8111 Steel Dimensions Size (Inches) Size (mm) Gauge 4.5 x 5 114 x 127 0.134 4.5 x 6 114 x 152 0.134 5 x 6 127 x 152 0.146 5 x 7 127 x 178 0.146 5 x 8 127 x 203 0.146 Finishes brass Ives Finish US3 US4 US10 US10B US10A US11 US15 US26 US26D BHMA 605 606 612 613 614 616 619 625 626 Finishes steel Ives Finish USP US3 US4 US10 US10B US10A US11 US15 US26 US26D BHMA 600 632 633 639 640 641 643 646 651 652 Finishes stainless steel Ives Finish US32 US32D BHMA 629 630 A8 Ives Architectural hardware products 853853T 853WP853TWP 867F867S 801 844 865 813 PHONE 877-671-7011 FAX 800-248-1460 129 8310-836T 8310-836TW 865 844 866FLA 3836T 866FLA8310-836T 3836TW 844 866FLA8310-836T PHONE 877-671-7011 FAX 800-248-1460 132 MOUNTINGFINISHCOVERCYLINDER*ARM FUNCTION AVAILABLE NOT AVAILABLE PHONE 877-671-7011 FAX 800-248-1460 47 Standard Mount Flush Ceiling Mount PHONE 877-671-7011 FAX 800-248-1460 48 3971 3071 3071CS 72MC 307779LR 3077L79 PHONE 877-671-7011 FAX 800-248-1460 49 334 334-2 334CS 3179-1 3179-2 3180 3454 3462 3498-2 3498-1 PHONE 877-671-7011 FAX 800-248-1460 50 size 5 size 3 size 4 size 5 Indicates recommended range of door width for closer size. PHONE 877-671-7011 FAX 800-248-1460 51 Toll Free Phone 1-800-647-7874 National Guard Products, Inc. Toll Free Fax 1-800-255-7874 PROTECTION, INSIDE OUT #6 x 3/4 Stainless Steel Sheet Metal Screws furnished. S 10C All products this page. 9/16"3/16" 7/8"1/4" A - clear 1"1/2" B- gold DKB- dark bronze 3/16 3/16" neoprene is black neoprene neoprene 120NA 110NA 120NB 110NB neoprene 108NA 120NDKB 110NDKB 108NB 108NDKB 3/8" 1 5/8" 7/8" 1/4" 7/8" 3/8 3/16" neoprene neoprene 129NA 122NA 127NA neoprene 129NB 122NB 127NB 129NDKB 122NDKB 127NDKB 7/8" 3/8" 3/16" 7/8" 3/16" 1 1/4" 3/16" neoprene neoprene neoprene 130NA 131NA 132NA 130NB 131NB 132NB 130NDKB 131NDKB 132NDKB 3/16" 7/8" 1 1/16" 1/4" 7/8" 1/8" 3/16" neoprene neoprene neoprene 133NA 134NA 135NA 133NB 134NB 135NB 133NDKB 134NDKB 135NDKB 3/16" 7/8" 5/16" 15/16" 3/8" 7/8" neoprene neoprene neoprene 137NA 137NB 161NA 137NDKB 165NA 161NDKB 165NDKB .07 aluminum for military specs 54 E-mail: ngpinfo@ngpinc.com www.ngpinc.com Toll Free Phone 1-800-647-7874 National Guard Products, Inc. Toll Free Fax 1-800-255-7874 PROTECTION, INSIDE OUT neoprene, polyurethane are black vinyl is gray. Exceptions: silicone is gray *vinyl is black, ** vinyl is brown #6 x 3/4 stainless steel sheet metal screws furnished. vinyl vinyl vinyl vinyl neoprene 96V 97V 100V 98V 96VA 97VA 100VA 98VA 199NA 96VB 97VB 100VB 98VB 199NB 96VDKB 97VDKB* 100VDKB** 98VDKB 199NDKB neoprene vinyl polyurethane vinyl 102VA 198UA polyurethane 198NA 102VB 198UB 198NB 102VDKB* 1025VA 198UDKB200UA 198NDKB 1025VB 200UB 1025VDKB* 200UDKB 3/8" All products 10C this page: OK for use on S label doors. neoprene neoprene neoprene 200NA neoprene 3/8" 201NA 200NB 202NA 201NB 200NDKB 202NB 201NDKB 202NDKB silicone 200SA 200SB 200SDKB neoprene neoprene 203NA 197NA black 203NB 197NB rubber 203NDKB 197NDKB covered fabric vinyl 101VA neoprene 5/16" 101VB 117N 23/32" 101VDKB 2014A 117NDKB 2014B 2014DKB 70 E-mail: ngpinfo@ngpinc.com www.ngpinc.com ¨ ¡¡§ ¨ § § ©£¡©£ ¤ Cylinder OnlyCompr. Ring & SpringWith Blocking Ring Accessories Electrical Power Transfer Electric Power Transfer provides SPECIFICATIONS a means of transferring electrical power Housing Ä 9î x 1Ìî x 1Ìî 15 48 from a door frame to the edge of a swinging door. The units are completely EPT-2 Ä Two 18 gauge wires concealed when the door is in the Up to 2 amps @ 24VDC, with a closed position, and are ideally suited 16 amps maximum surge for installations involving abuse or EPT-10 Ä Ten 24 gauge wires, up to heavy traffic. 1 amp @ 24VDC, with a Two models are available; EPT-2, two 18 16 amps maximum surge gauge wires and EPT-10, ten 24 gauge PNT-1 Ìî Tubing 5 32 wires. The EPT-2 and EPT-10 are UL listed as UL Listed as TO ORDER, SPECIFY: Åmiscellaneous door accessory.Æ 1.EPT-2, EPT-10 or PNT-1 Pneumatic Controls 2.Finish, SP28 or SP313 PNT-1 is available for pneumatic latch retraction exit devices. Appearance and dimensions are identical to EPT models. UL listed for use on fire doors. Door Applications Up to 5î butt hinges - 180¡Swing 5 /î butt hinges - 130¡Swing 1 2 6î butt hinges - 110¡Swing /î butt offset pivots - 180¡Swing 3 4 Not for use with swing clear hinges or center-hung pivots. Junction Box High quality NEMA 1, junction boxes Five models: provide convenient installation, available JB7 Junction box only. in three models. These surface mounted JB7-R1 Junction box with SPDTRelay. units are 10î high, 10" JB7-R2 Junction box with DPDTRelay. wide and 6î deep and includes hinged door with twist JB7-R3 Junction box with DPDTRelay on Make Relay. turn lock. 24 position terminal strip will accept from 24 to 12 gauge wire. JB7-R4 Junction box with DPDTRelay on Brake Relay. 29 ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ § §§ §§ §§ §§ §§§§ §§§§ §§ Signal Switch RX and LX RX(request to exit) signal switch feature is used to signal the use of an opening from the push side. When the push pad LX33A/LX35A is depressed, the switch is activated. RX33A/RX35A These devices are equipped with an internal SPDT (single pole double throw) switch that monitors the touch bar. See Low Current option for computer LX98/LX99 operated system applications. RX98/RX99 RX2(double request to exit) features Rim device shown Ä Refer to 33A/35A or 98/99 series catalog for 2 RX switches. information, mounting styles, outside trim, finishes, etc. LX(latchbolt monitoring) signal switch To Order, Specify: monitors both egress and access of an For Factory Installed: opening. When the latchbolt is retracted, Prefix:RXRequest to Exit the switch is activated. These devices are RX2Double Request to Exit equipped with an internal SPDT (single LXLatchbolt Monitoring pole double throw) switch that monitors LXRXLatchbolt Monitoring/Request to Exit Combination the latchbolt position. See Low Current RXLCLow Current Request to Exit option for computer operated system LXLCLow Current Latchbolt Monitoring applications. LXRXLCLow Current Latchbolt Monitoring/Request to Exit Combinati LC(low current) option is available for Example: RX99L RX and LX switches. (Most commonly usedin computer operated monitoring For Field Installed: systems.)The RX2 is not available in low 1. Specify switch option (RX, LX, RX-LC, LX-LC). 2. Specify ÅfieldÆ. current. 3. For LX, specify device size 3« or 4«. Signal Switches are available on 22, 33A, 4. For LX, specify if used with EL(electric latch retraction) op 35A, 55, 88, 98, 99 series devices. The 5. To convert an existing RX option to RX2, specify RX-AUX. low current version is not available with Example: LX 3« Field the 55 and 88 series devices. The INPACT 94/95 series devices are UL listed FVSR SA163 panic hardware SPECIFICATIONS only available with the LX switch option. and/or GXHX R4504(N) fire exit hardware RX or LX: Ä consult device catalog for complete The device can be connected to a security device listing information. Switch rated 0.5 amperes @ console, or may be used as a single door 24VAC/DC resistive alarm, when used with a horn and power Low Current RX or LX supply. A continuous current electric Switch rated 0.05 amperes @ transfer must be used for transferring 24VAC/DC resistive the signal from the frame to the door. Signal Switches can be used in combination with other electrical functions (EL, E). RXWiringLXWiring ¥ RX or RX2 may be combined with the E (electric unlocking) mortise lock device. ¥ For latchbolt monitoring on a mortise lock device, specify a SS7500 lock. ¥ LX and RX switches can be combined. RX-LCWiringLX-LCWiring Example: LX-RX99L. ¥ LX, RX or RX2 switches can be used in combination with EL(electric latch retraction) option. RX,RX2 and LX switches are available for factory or field installation. RX and LX switches should not be used to control a load, but as a signaling switch. 17 E996LElectrified BreakawayLever Trim TM E996L electrified Breakaway lever trim provides remote locking and unlocking capabilities while incorporating the patented Breakaway trim design. The 24VDC solenoid can be energized from a distant controller, thus allowing access control of the opening. The control of stairwells in high-rise buildings is a common application for this trim. When electrically unlocked the unit operates as a normal lever trim. When electrically locked, the lever feels locked, but when more than 35 pounds of torque pressureis applied, the Breakaway lever feature engages. The E996L is provided standard in a fail safe (FS) condition, but can be field converted to a fail secure (FSE) where SPECIFICATIONS allowed. The trim can be ordered with a device, added Solenoid Ã Continuous Duty 24VDC to an existing 98/99 series device application, or a Solenoid Draw Ã 0.22 amp conversion kit can be added to an existing 996L Breakaway lever trim. On new construction applications, the E996L trim will require less door prep. The E996L is available with a blank escutcheon (BE) function, or with a cylinder for night latch function. E996L ELECTRICALWIRING - Power input for E996L is 24VDC The E996L electrified trim replaces the current ÅEÆ - Two wires on trim are non-polarized (18 AWG minimum) electricfeature on 98/99 series rim devices. Consult factory for requirements. To Order, Specify: Power Wire Runs Through Exit Device Body 1. Use ÅEÆ prefix, example E996L. Power Supply When ordering with device specify trim series with PS873 ÅEÆ prefix, example 9927L-BE 3« US26D E996. or PS861 2. Device type, R/V (rim/surface or concealed vertical 24 VDC rod) or M (mortise). output 3. RHRis furnished standard if not specified. Field reversible. E996L 4. Lever style (06 lever is furnished standard). Trim 5. Finish:US3, US4, US10, US10B, SP313, US26, Control Switch US26D, SPBLK, US15 (normally closed) Power Transfer (EPT2 shown) LEVER DESIGN OPTIONS #01#02#03#05#06 Standard #07#12#16#17#18 Handed 15 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 088000 - GLAZING PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Section includes: 1.Glass for windows and doors. 2.Glazing sealants and accessories. B.Related Requirements 1.Section 084113- Aluminum Storefront framing 2.Section 081113- Hollow Metal Doors and Frames 1.3DEFINITIONS A.Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications. B.Glass Thicknesses: Indicated by thickness designations in millimeters according to ASTM C 1036. C.IBC: International Building Code. D.Interspace: Space between lites of an insulating-glass unit. 1.4COORDINATION A.Coordinate glazing channel dimensions to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. 1.5ACTION SUBMITTALS A.Product Data: For each type of product. B.Glazing Schedule: List glass types and thicknesses for each size opening and location. Use same designations indicated on Drawings. GLAZING 088000 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Delegated-Design Submittal: For glass indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.6INFORMATIONAL SUBMITTALS A.Qualification Data: For Installer B.Retain "Product Certificates" Paragraph below to require submittal of product certificates from manufacturers. C.Product Certificates: For glass. D.For glazing sealants, provide test reports based on testing current sealant formulations within previous 36-month period. E.Preconstruction adhesion and compatibility test report. F.Sample Warranties: For special warranties. 1.7QUALITY ASSURANCE A.Installer Qualifications: A qualified installer who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program. B.Glass Testing Agency Qualifications: A qualified independent testing agency accredited according to the NFRC CAP 1 Certification Agency Program. C.Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated. 1.8DELIVERY, STORAGE, AND HANDLING A.Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes. B.Comply with insulating-glass manufacturer's written instructions for venting and sealing units to avoid hermetic seal ruptures due to altitude change. 1.9FIELD CONDITIONS A.Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes. 1.Do not install glazing sealants when ambient and substrate temperature conditions are outside limits permitted by sealant manufacturer or are below 40 deg F. GLAZING 088000 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 PART 2 - PRODUCTS 2.1MANUFACTURERS A.Basis-of-Design Glass Product: Subject to compliance with requirements, provide product indicated in glass schedules or comparable product by one of the following: 1.AGC Glass Company North America, Inc. 2.Cardinal Glass Industries. 3.Gardner Glass Products, Inc. 4.General Glass International. 5.Glasswerks LA, Inc. 6.Glaz-Tech Industries. 7.Guardian Industries Corp. 8.Hartung Glass Industries. 9.Northwestern Industries, Inc. 10.Oldcastle Building Envelope. 11.Pilkington North America Inc. 12.PPG Industries, Inc. 13.Saint-Gobain Corporation. 14.Schott North America, Inc. 15.Tecnoglass S. A. 16.Trulite Glass & Aluminum Solutions. 17.Viracon, Inc. B.Source Limitations for Glass: Obtain from single source from single manufacturer for each glass type. C.Source Limitations for Glazing Accessories: Obtain from single source from single manufacturer for each product and installation method. 2.2PERFORMANCE REQUIREMENTS A.General: Installed glazing systems shall withstand normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B.Delegated Design: Engage a qualified professional engineer, to design glazing. C.Structural Performance: Glazing shall withstand the following design loads within limits and under conditions indicated determined according to the IBC and ASTM E 1300. 1.Maximum Lateral Deflection: For glass supported on all four edges, limit center-of-glass deflection at design wind pressure to not more than 1/50 times the short-side length or 1 inch (25 mm), whichever is less. GLAZING 088000 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 D.Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 16 CFR 1201, Category II. E.Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1.For monolithic-glass lites, properties are based on units with lites 6 mm thick. 2.For laminated-glass lites, properties are based on products of construction indicated. 3.For insulating-glass units, properties are based on units of thickness indicated for overall unit and for each lite. 4.U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL's WINDOW 5.2 computer program, expressed as Btu/sq. ft. x h x deg F. 5.Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values, according to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 6.Visible Reflectance: Center-of-glazing values, according to NFRC 300. 2.3GLASS PRODUCTS, GENERAL A.Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below unless more stringent requirements are indicated. See these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1.GANA Publications: "Glazing Manual." 2.AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," and AAMA TIR A7, "Sloped Glazing Guidelines." 3.IGMA Publication for Sloped Glazing: IGMA TB-3001, "Guidelines for Sloped Glazing." 4.IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use." B.Safety Glazing Labeling: Where safety glazing is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction or manufacturer. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies. C.Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of IGCC. D.Thickness: Where glass thickness is indicated, it is a minimum.Provide glass that complies with . performance requirements and is not less than the thickness indicated 1.Minimum Glass Thickness for Exterior Lites: 6 mm. E.Strength: Where annealed float glass is indicated, provide annealed float glass, heat- strengthened float glass, or fully tempered float glass as needed to comply with "Performance Requirements" Article. Where heat-strengthened float glass is indicated, provide heat- strengthened float glass or fully tempered float glass[as needed to comply with "Performance Requirements" Article. Where fully tempered float glass is indicated, provide fully tempered float glass. GLAZING 088000 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 2.4GLASS PRODUCTS A.Fully Tempered Float Glass: ASTM C 1048, Kind FT (fully tempered), Type I, Class 1 (clear) Quality-Q3. 1.Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion parallel to bottom edge of glass as installed unless otherwise indicated. 2.5GLAZING SEALANTS A.General: 1.Compatibility: Compatible with one another and with other materials they contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2.Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3.Field-applied sealants shall have a VOC content of not more than 250 g/L. 4.Sealants shall comply with the testing and product requirements of the California Department of Public Health's (formerly, the California Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." 5.Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. B.Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 100/50, Use NT. 1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a.Dow Corning Corporation; 790. b.GE Advanced Materials - Silicones; SilPruf LM SCS2700. c.May National Associates, Inc.; Bondaflex Sil 290. d.Pecora Corporation; 890NST. e.Sika Corporation U.S.; Sikasil WS-290. f.Tremco Incorporated; Spectrem 1. 2.Applications: Interior Glazing. 2.6GLAZING TAPES A.Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below: GLAZING 088000 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 1.AAMA 804.3 tape, where indicated. 2.AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure. 3.AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure. B.Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types: 1.AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant. 2.AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant. 2.7MISCELLANEOUS GLAZING MATERIALS A.General: Provide products of material, size, and shape complying with referenced glazing standard, with requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B.Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C.Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. D.Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E.Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). F.Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. 2.8FABRICATION OF GLAZING UNITS A.Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements. 1.Allow for thermal movements from ambient and surface temperature changes acting on glass framing members and glazing components. a.Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. B.Clean-cut or flat-grind vertical edges of butt-glazed monolithic lites to produce square edges with slight chamfers at junctions of edges and faces. GLAZING 088000 - 6 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Grind smooth and polish exposed glass edges and corners. PART 3 - EXECUTION 3.1EXAMINATION A.Examine framing, glazing channels, and stops, with Installer present, for compliance with the following: 1.Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2.Presence and functioning of weep systems. 3.Minimum required face and edge clearances. 4.Effective sealing between joints of glass-framing members. B.Proceed with installation only after unsatisfactory conditions have been corrected. 3.2PREPARATION A.Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. B.Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed so that exterior and interior surfaces are readily identifiable. Do not use materials that leave visible marks in the completed Work. 3.3GLAZING, GENERAL A.Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B.Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass includes glass with edge damage or other imperfections that, when installed, could weaken glass, impair performance, or impair appearance. C.Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing. D.Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. E.Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. F.Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm). GLAZING 088000 - 7 Iowa City Rec Center Fitness Room Enclosure 09/14 1.Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2.Provide 1/8-inch (3-mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. G.Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. H.Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. I.Set glass lites with proper orientation so that coatings face exterior or interior as specified. J.Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement. K.Square cut wedge-shaped gaskets at corners and install gaskets in a manner recommended by gasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints with sealant recommended by gasket manufacturer. 3.4TAPE GLAZING A.Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops. B.Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening. C.Cover vertical framing joints by applying tapes to heads and sills first, then to jambs. Cover horizontal framing joints by applying tapes to jambs, then to heads and sills. D.Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer. E.Do not remove release paper from tape until right before each glazing unit is installed. F.Apply heel bead of elastomeric sealant. G.Center glass lites in openings on setting blocks, and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. H.Apply cap bead of elastomeric sealant over exposed edge of tape. GLAZING 088000 - 8 Iowa City Rec Center Fitness Room Enclosure 09/14 3.5GASKET GLAZING (DRY) A.Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. B.Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners. C.Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. D.Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket. Install dense compression gaskets and pressure- glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. E.Install gaskets so they protrude past face of glazing stops. 3.6SEALANT GLAZING (WET) A.Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. B.Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. C.Tool exposed surfaces of sealants to provide a substantial wash away from glass. 3.7CLEANING AND PROTECTION A.Immediately after installation remove nonpermanent labels and clean surfaces. B.Protect glass from contact with contaminating substances resulting from construction operations. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains. 1.If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer. Remove and replace glass that cannot be cleaned without damage to coatings. C.Remove and replace glass that is damaged during construction period. GLAZING 088000 - 9 Iowa City Rec Center Fitness Room Enclosure 09/14 D.Wash glass on both exposed surfaces not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer. 3.8GLASS SCHEDULE - A.Glass Type [GL1]: Clear, fully tempered float glass. 1.Minimum Thickness: 6 mm. 2.Provide safety glazing required labeling. END OF SECTION 088000 GLAZING 088000 - 10 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 092216 - NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Section Includes: 1.Non-load-bearing steel framing systems for interior wall assemblies. 1.3ACTION SUBMITTALS A.Product Data: For each type of product. B.Product Sample of Mechanical fastener for head anchor for approval. PART 2 - PRODUCTS 2.1FRAMING SYSTEMS A.Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1.Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2.Protective Coating: Coating with equivalent corrosion resistance of ASTM A 653/A 653M, G40 (Z120), hot-dip galvanized unless otherwise indicated. B.Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners. 1.Steel Studs and Runners: a.Minimum Base-Metal Thickness: As indicated on Drawings. b.Depth: As indicated on Drawings. C.Slip-Type Head Joints: Where indicated, provide one of the following: 1.Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch- (51-mm-) deep flanges in thickness not less than indicated for studs, installed with studs friction fit into NON-STRUCTURAL METAL FRAMING 092216 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 top runner and with continuous bridging located within 12 inches (305 mm) of the top of studs to provide lateral bracing. 2.Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch- (51-mm-) deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. 3.Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs. a.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1)Dietrich Metal Framing; SLP-TRK Slotted Deflection Track. 2)MBA Building Supplies; Slotted Deflecto Track. 3)Steel Network Inc. (The); VertiTrack VTD Series. 4)Superior Metal Trim; Superior Flex Track System (SFT). 5)Telling Industries; Vertical Slip Track. D.Cold-Rolled Channel Bridging: Steel, 0.053-inch (1.34-mm) minimum base-metal thickness, with minimum 1/2-inch- (13-mm-) wide flanges. 1.Depth: As indicated on Drawings 2.Clip Angle: Not less than 1-1/2 by 1-1/2 inches (38 by 38 mm), 0.068-inch- (1.72-mm-) thick, galvanized steel. E.Hat-Shaped, Rigid Furring Channels: ASTM C 645. 1.Minimum Base-Metal Thickness: As indicated on Drawings. 2.Depth: As indicated on Drawings. F.Cold-Rolled Furring Channels: 0.053-inch (1.34-mm) uncoated-steel thickness, with minimum 1/2-inch- (13-mm-) wide flanges. 1.Depth: As indicated on Drawings. 2.Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum uncoated-steel thickness of 0.033 inch (0.8 mm). 3.Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch- (1.59- mm-) diameter wire, or double strand of 0.048-inch- (1.21-mm-) diameter wire. G.Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches (32 mm), wall attachment flange of 7/8 inch (22 mm), minimum uncoated-metal thickness of 0.018 inch (0.45 mm), and depth required to fit insulation thickness indicated. 2.2AUXILIARY MATERIALS A.General: Provide auxiliary materials that comply with referenced installation standards. 1.Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. NON-STRUCTURAL METAL FRAMING 092216 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 PART 3 - EXECUTION 3.1EXAMINATION A.Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B.Proceed with installation only after unsatisfactory conditions have been corrected. 3.2PREPARATION A.Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. 1.Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. B.Coordination with Sprayed Fire-Resistive Materials: 1.Before sprayed fire-resistive materials are applied, attach offset anchor plates or ceiling runners (tracks) to surfaces indicated to receive sprayed fire-resistive materials. Where offset anchor plates are required, provide continuous plates fastened to building structure not more than 24 inches (610 mm) o.c. 2.After sprayed fire-resistive materials are applied, remove them only to extent necessary for installation of non-load-bearing steel framing. Do not reduce thickness of fire- resistive materials below that required for fire-resistance ratings indicated. Protect adjacent fire-resistive materials from damage. 3.3INSTALLATION, GENERAL A.Installation Standard: ASTM C 754. 1.Gypsum Plaster Assemblies: Also comply with requirements in ASTM C 841 that apply to framing installation. 2.Portland Cement Plaster Assemblies: Also comply with requirements in ASTM C 1063 that apply to framing installation. 3.Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that apply to framing installation. 4.Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B.Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C.Install bracing at terminations in assemblies. NON-STRUCTURAL METAL FRAMING 092216 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 D.Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently. 3.4INSTALLING FRAMED ASSEMBLIES A.Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. 1.Single-Layer Application: 16 inches (406 mm) o.c. unless otherwise indicated. 2.Multilayer Application: 16 inches (406 mm) o.c. unless otherwise indicated. B.Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C.Install studs so flanges within framing system point in same direction. D.Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. 1.Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2.Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a.Install two studs at each jamb unless otherwise indicated. b.Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) clearance from jamb stud to allow for installation of control joint in finished assembly. c.Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3.Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 4.Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. a.Firestop Track: Where indicated, install to maintain continuity of fire-resistance- rated assembly indicated. 5.Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated. 6.Curved Partitions: a.Bend track to uniform curve and locate straight lengths so they are tangent to arcs. NON-STRUCTURAL METAL FRAMING 092216 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 b.Begin and end each arc with a stud, and space intermediate studs equally along arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches (150 mm) o.c. E.Direct Furring: 1.Screw to wood framing. 2.Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches (610 mm) o.c. F.Z-Furring Members: 1.Erect insulation, specified in Section 072100 "Thermal Insulation," vertically and hold in place with Z-furring members spaced 24 inches (610 mm) o.c. 2.Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches (610 mm) o.c. 3.At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw-attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches (305 mm) from corner and cut insulation to fit. G.Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch (3 mm) from the plane formed by faces of adjacent framing. END OF SECTION 092216 NON-STRUCTURAL METAL FRAMING 092216 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 092900 - GYPSUM BOARD PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Section Includes: 1.Interior gypsum board. B.Related Requirements: 1.Section 092216 "Non-Structural Metal Framing" for non-structural framing and suspension systems that support gypsum board panels. 1.3ACTION SUBMITTALS A.Product Data: For each type of product. 1.4DELIVERY, STORAGE AND HANDLING A.Store materials inside under cover and keep them dry and protected against weather, condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on risers on a flat platform to prevent sagging. 1.5FIELD CONDITIONS A.Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B.Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned. C.Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. 1.Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2.Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. GYPSUM BOARD 092900 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 PART 2 - PRODUCTS 2.1GYPSUM BOARD, GENERAL A.Regional Materials: Gypsum panel products shall be manufactured within 500 miles (800 km) of Project site. B.Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.2INTERIOR GYPSUM BOARD A.Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1.American Gypsum. 2.CertainTeed Corp. 3.Georgia-Pacific Gypsum LLC. 4.Lafarge North America Inc. 5.National Gypsum Company. 6.USG Corporation. B.Gypsum Board, Type X: ASTM C 1396/C 1396M. 1.Thickness: 5/8 inch (15.9 mm). 2.Long Edges: Tapered and featured (rounded or beveled) for prefilling. 2.3TRIM ACCESSORIES A.Interior Trim: ASTM C 1047. 1.Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet. 2.Shapes: a.Cornerbead. b.Bullnose bead. c.LC-Bead: J-shaped; exposed long flange receives joint compound. d.L-Bead: L-shaped; exposed long flange receives joint compound. e.U-Bead: J-shaped; exposed short flange does not receive joint compound. f.Expansion (control) joint. g.Curved-Edge Cornerbead: With notched or flexible flanges. 2.4JOINT TREATMENT MATERIALS A.General: Comply with ASTM C 475/C 475M. B.Joint Tape: GYPSUM BOARD 092900 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 1.Interior Gypsum Board: Paper. 2.Exterior Gypsum Soffit Board: Paper. 3.Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. 4.Tile Backing Panels: As recommended by panel manufacturer. C.Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. , 1.Prefilling: At open jointsrounded or beveled panel edges, and damaged surface areas, use setting-type taping compound. 2.Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying-type, all-purpose compound. a.Use setting-type compound for installing paper-faced metal trim accessories. 3.Fill Coat: For second coat, use drying-type, all-purpose compound. 4.Finish Coat: For third coat, use drying-type, all-purpose compound. 5.Skim Coat: For final coat of Level 5 finish, use drying-type, all-purpose compound Joint Compound for Exterior Applications: 2.5AUXILIARY MATERIALS A.General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B.Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1.Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick. 2.For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. C.Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1.Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a.Accumetric LLC; BOSS 824 Acoustical Sound Sealant. b.Grabber Construction Products; Acoustical Sealant GSC. c.Pecora Corporation; AIS-919. d.Specified Technologies, Inc.; Smoke N Sound Acoustical Sealant. e.USG Corporation; SHEETROCK Acoustical Sealant. 2.Acoustical joint sealant shall have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). GYPSUM BOARD 092900 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 3.Acoustical joint sealant shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." D.Thermal Insulation: As specified in Section 072100 "Thermal Insulation." E.Vapor Retarder: As specified in Section 072100 "Thermal Insulation." PART 3 - EXECUTION 3.1EXAMINATION A.Examine areas and substrates including welded hollow-metal frames and framing, with Installer present, for compliance with requirements and other conditions affecting performance. B.Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C.Proceed with installation only after unsatisfactory conditions have been corrected. 3.2APPLYING AND FINISHING PANELS, GENERAL A.Comply with ASTM C 840. B.Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C.Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D.Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E.Form control and expansion joints with space between edges of adjoining gypsum panels. F.Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1.Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. (0.7 sq. m) in area. 2.Fit gypsum panels around ducts, pipes, and conduits. 3.Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8-inch- (6.4- to 9.5-mm-) wide joints to install sealant. GYPSUM BOARD 092900 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 G.Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. H.Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. I.STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound-flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. J.Install sound attenuation blankets before installing gypsum panels unless blankets are readily installed after panels have been installed on one side. 3.3APPLYING INTERIOR GYPSUM BOARD A.Single-Layer Application: 1.On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2.On partitions/walls, apply gypsum panels horizontally (perpendicular to framing) unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a.Stagger abutting end joints not less than one framing member in alternate courses of panels. b.At stairwells and other high walls, install panels horizontally unless otherwise indicated or required by fire-resistance-rated assembly. 3.On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. 4.Fastening Methods: Apply gypsum panels to supports with steel drill screws. B.Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs, joists, furring members, or base layer of gypsum board), comply with gypsum board manufacturer's written recommendations and temporarily brace or fasten gypsum panels until fastening adhesive has set. 3.4INSTALLING TRIM ACCESSORIES A.General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B.Control Joints: Install control according to ASTM C 840 and in specific locations approved by Architect for visual effect. GYPSUM BOARD 092900 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Interior Trim: Install in the following locations: 1.Cornerbead: Use at outside corners unless otherwise indicated. 2.Bullnose Bead: Use at outside corners. 3.LC-Bead: Use at exposed panel edges. 4.L-Bead: Use where indicated. 5.U-Bead: Use at exposed panel edges. 6.Curved-Edge Cornerbead: Use at curved openings. D.Exterior Trim: Install in the following locations: 1.Cornerbead: Use at outside corners. 2.LC-Bead: Use at exposed panel edges. E.Aluminum Trim: Install in locations indicated on Drawings. 3.5FINISHING GYPSUM BOARD A.General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. ,, B.Prefill open jointsrounded or beveled edges and damaged surface areas. C.Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D.Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1.Level 5: for all locations a.Primer and its application to surfaces are specified in Section 099123 "Interior Painting." 3.6PROTECTION A.Protect adjacent surfaces from drywall compound and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B.Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. C.Remove and replace panels that are wet, moisture damaged, and mold damaged. 1.Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2.Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 092900 GYPSUM BOARD 092900 - 6 Iowa City Rec Center Fitness Room Enclosure 09/14 SECTION 099123 - INTERIOR PAINTING PART 1 - GENERAL 1.1RELATED DOCUMENTS A.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2SUMMARY A.Section includes surface preparation and the application of paint systems on interior surfaces. B.Gloss Levels according to ASTM D 523. 1.3ACTION SUBMITTALS A.Product Data: For each type of product. Include preparation requirements and application instructions. B.Samples for Initial Selection: For each type of topcoat product. C.Samples for Verification: For each type of paint system and in each color and gloss of topcoat. 1.Submit Samples on rigid backing, 8 inchessquare. 2.Step coats on Samples to show each coat required for system. 3.Label each coat of each Sample. 4.Label each Sample for location and application area. D.Product List: For each product indicated, include the following: 1.Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. 2.VOC content. 1.4MAINTENANCE MATERIAL SUBMITTALS A.Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1.Paint: 5 percent, but not less than 1 gal. One of each material and color applied. INTERIOR PAINTING 099123 - 1 Iowa City Rec Center Fitness Room Enclosure 09/14 1.5DELIVERY, STORAGE, AND HANDLING A.Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1.Maintain containers in clean condition, free of foreign materials and residue. 2.Remove rags and waste from storage areas daily. 1.6FIELD CONDITIONS A.Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B.Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F bove the dew point; or to damp or wet surfaces. PART 2 - PRODUCTS 2.1MANUFACTURERS A.Manufacturers: Subject to compliance with requirements available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1.Benjamin Moore & Co. 2.Hirshfield's, Inc. 3.ICI Paints. 4.PPG Architectural Finishes, Inc. 5.Pratt & Lambert. 6.Sherwin-Williams Company (The). 7.Vista Paint. 8.Zinsser. B.Products: Subject to compliance with requirements, provide one of the productslisted in Part 2 articles for the paint category indicated. 2.2PAINT, GENERAL A.MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List." B.Material Compatibility: 1.Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2.For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. INTERIOR PAINTING 099123 - 2 Iowa City Rec Center Fitness Room Enclosure 09/14 C.VOC Content: Products shall comply with VOC limits of authorities having jurisdiction and, for interior paints and coatings applied at Project site, the following VOC limits, exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 1.Flat Paints and Coatings: 50 g/L. 2.Nonflat Paints and Coatings: 150 g/L. 3.Dry-Fog Coatings: 400 g/L. 4.Primers, Sealers, and Undercoaters: 200 g/L. 5.Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L. 6.Zinc-Rich Industrial Maintenance Primers: 340 g/L. 7.Pretreatment Wash Primers: 420 g/L. 8.Floor Coatings: 100 g/L. 9.Shellacs, Clear: 730 g/L. 10.Shellacs, Pigmented: 550 g/L. D.Low-Emitting Materials: Interior paints and coatings shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." E.Colors: As selected by Architect from manufacturer's full range F.30 percent of surface area will be painted with deep tones. 2.3PRIMERS/SEALERS A.Primer Sealer: 1.Sherwin Williams: ProMar 200 Zero VOC Primer B28W02600 2.4INTERIOR PAINTS A.High Traffic Interior Drywall: 1.Sherwin Williams: Pro Industrial Pre-Catalyzed Waterbased Epoxy K45-150 Series Eg-Shel finish. 2.5SOURCE QUALITY CONTROL A.Testing of Paint Materials: Owner reserves the right to invoke the following procedure: 1.Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. 2.Testing agency will perform tests for compliance with product requirements. INTERIOR PAINTING 099123 - 3 Iowa City Rec Center Fitness Room Enclosure 09/14 3.Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. PART 3 - EXECUTION 3.1EXAMINATION A.Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B.Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1.Concrete: 12 percent. 2.Masonry (Clay and CMU): 12 percent. 3.Wood: 15 percent. 4.Gypsum Board: 12 percent. 5.Plaster: 12 percent. C.Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D.Plaster Substrates: Verify that plaster is fully cured. E.Spray-Textured Ceiling Substrates: Verify that surfaces are dry. F.Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. G.Proceed with coating application only after unsatisfactory conditions have been corrected. 1.Application of coating indicates acceptance of surfaces and conditions. 3.2PREPARATION A.Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. B.Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1.After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. INTERIOR PAINTING 099123 - 4 Iowa City Rec Center Fitness Room Enclosure 09/14 C.Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1.Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. D.Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. E.Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces or mortar joints exceed that permitted in manufacturer's written instructions. F.Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using methods recommended in writing by paint manufacturerbut not less than the following: 1.SSPC-SP 2, "Hand Tool Cleaning." 2.SSPC-SP 3, "Power Tool Cleaning." 3.SSPC-SP 7/NACE No. 4, "Brush-off Blast Cleaning." 4.SSPC-SP 11, "Power Tool Cleaning to Bare Metal." G.Shop-Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop priming to comply with SSPC-PA 1 for touching up shop-primed surfaces. H.Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. I.Aluminum Substrates: Remove loose surface oxidation. J.Wood Substrates: 1.Scrape and clean knots, and apply coat of knot sealer before applying primer. 2.Sand surfaces that will be exposed to view, and dust off. 3.Prime edges, ends, faces, undersides, and backsides of wood. 4.After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried. K.Cotton or Canvas Insulation Covering Substrates: Remove dust, dirt, and other foreign material that might impair bond of paints to substrates. 3.3APPLICATION A.Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." 1.Use applicators and techniques suited for paint and substrate indicated. INTERIOR PAINTING 099123 - 5 Iowa City Rec Center Fitness Room Enclosure 09/14 2.Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3.Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4.Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 5.Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B.Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C.If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D.Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. E.Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: 1.Paint the following work where exposed in equipment rooms: a.Equipment, including panelboards. b.Uninsulated metal piping. c.Uninsulated plastic piping. d.Pipe hangers and supports. e.Metal conduit. f.Plastic conduit. g.Tanks that do not have factory-applied final finishes. h.Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. 2.Paint the following work where exposed in occupied spaces: a.Equipment, including panelboards. b.Uninsulated metal piping. c.Uninsulated plastic piping. d.Pipe hangers and supports. e.Metal conduit. f.Plastic conduit. g.Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. h.Other items as directed by Architect. 3.Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets that are visible from occupied spaces. INTERIOR PAINTING 099123 - 6 Iowa City Rec Center Fitness Room Enclosure 09/14 3.4FIELD QUALITY CONTROL A.Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 1.Contractor shall touch up and restore painted surfaces damaged by testing. 2.If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. 3.5CLEANING AND PROTECTION A.At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B.After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C.Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D.At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6INTERIOR PAINTING SCHEDULE A.Gypsum Board Substrates: 1. System: a.Prime Coat: Pro Mar 200 Zero VOC Primer. b.Intermediate Coat: Pro Industrial Pre-Catalyzed Waterbased Epoxy K45-150 Series c.Topcoat: Pro Industrial Pre-Catalyzed Waterbased Epoxy K45-150 Series END OF SECTION 099123 INTERIOR PAINTING 099123 - 7