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HomeMy WebLinkAboutROOF IMPROVEMENT WATER TRMT & WATER DIST FACILITY/2018CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR: 2018 ROOF IMPROVEMENTS WATER TREATMENT PLANT & WATER DISTRIBUTION FACILITY PROJECT IOWA CITY, IOWA I hereby certify that this supervision and that I < Iowa. SIGNED 0 m engineering document was prepared by me or under r4direckperso`M m a duly licensed Professional Engineer under the lavds�v� thF-State-vF Andrew Reynolds, Iowa Reg. No. 23764 My license renewal date is December 31, 2018. rn DATE: January 12, 2018 FILED 2018 JAN 16 Ai' 9* 0P CITY CLERK IOWA CITY, IOWA SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET TABLE OF CONTENTS Page Number NOTICE TO BIDDERS.............................................................................................AF-1 CC -1 thru 8 thru 2 NOTE TO BIDDERS................................................................................................NB-1 GENERALCONDITIONS........................................................................................ thru 2 FORM OF PROPOSAL............................................................................................ FP -1 thru 4 BIDBOND................................................................................................................BB-1 Project Administration.............................................01 thru 2 FORM OF AGREEMENT........................................................................................ AG -1 thru 2 PERFORMANCE AND PAYMENT BOND...............................................................PB-1 thru 2 CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQUIREMENTS)................................................... CC -1 thru 8 WAGE THEFT POLICY........................................................................................... WT -1 thru 4 GENERALCONDITIONS........................................................................................ GC -1 thru 2 SUPPLEMENTARY CONDITIONS..........................................................................SC-1 thru 6 BIDDER STATUS FORM........................................................................................ BF -1 thru 8 TECHNICAL SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS Section 01025 Measurement and Payment .........................................01025-1 thru 2 Section 01 11 13 Summary of Work.....................................................01 11 13-1 thru 8 Section 01 2300 Alternates.................................................................01 23 00-1 thru 2 Section 01 3001 Project Administration.............................................01 30 01-1,yuu 12 Preconstruction Damage Report p Daily Progress Report a c_1 Section 01 3324 Schedule of Pre -Job Submittals...............................04-lthru A_ Section 01 3513 Special Project Procedures ...................................... Ot &13 hru Section 01 3524 Construction Project Safety......................................013 4-i thru Section 01 7836 Warranties................................................................OF T�6-!thru DIVISION 02 - EXISTING CONDITIONS v c 0 Section 02 41 20 Roof Demolition and Cleanup...................................02 41 20-1 thru 4 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES Section 06 01 10.61 Miscellaneous Rough Carpentry .........................06 01 10.61-1 thru 6 DIVISION 07 - THERMAL AND MOISTURE PROTECTION Section 07 01 50.62 Repair of Existing Roof Systems............ Section 07 21 16 Batt Insulation ......................................... Section 07 22 16 Roof Board Insulation ............................. Section 07 26 03 Self -Adhering Roof Vapor Retarder........ Section 07 53 23.01 Ballasted EPDM Elastomeric Membrane ..........07 01 50.62-1 thru 6 ...............07 21 16-1 thru 2 .............07 22 16-1 thru 10 ...............07 26 03-1 thru 8 Roofing.............................................................. Section 07 53 23.04 Adhered EPDM Elastomeric Membrane Roofing.............................................................. Section 07 62 00 Sheet Metal Flashing and Trim .......................... Section 07 72 65 Non -Penetrating Rooftop Support Systems ...... DIVISION 09 - FINISHES Section 09 91 00.01 Steel Deck Painting .......... LIST OF DRAWINGS 07 53 23.01-1 thru 14 07 53 23.04-1 thru 12 .....07 62 00-1 thru 10 .......07 72 65-1 thru 6 09 91 00.01-1 thru 2 Sheet T1.0 Title Sheet Sheet R1.0 Roof Plan - Water Treatment Plant Sheet R1.1 Insulation Plan -Water Treatment Plant Sheet R1.2 Roof Restoration Plan - Water Distribution Facility Sheet R2.0 Sheet Metal Schedule and Roof Details Sheet R2.1 Roof Details Sheet R2.2 Roof Details Sheet R2.3 Roof Details Sheet R2.4 Roof Details Sheet R2.5 Roof Details Sheet R2.6 Roof Details Sheet R2.7 Reference Drawing: Roof Section A Tapered Insulation N O_ O vir)C7" m • O� 1 2 y O NOTICE TO BIDDERS CITY OF IOWA CITY 2018 ROOF IMPROVEMENTS PROJECT WATER TREATMENT PLANT WATER DISTRIBUTION FACILITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 26' day of February, 2018. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 60' day of March, 2018, or at special meeting called for that purpose. The Project will involve the following Replacement of existing single -ply TPO membrane roof systems, including but not limited to roof system -related demolition, removal of obsolete rooftop equipment, roof decking repairs, rough carpentry, roof insulation, single -ply EPDM roofing, roof -related sheet metal, and associated incidental rooftop mechanical and electrical work. Water Distribution Facility, located at 1306 S Gilbert Ct., Iowa City. IA 52240: Repair and coating of existing standing -seam metal roof system, including but not limited to removal of obsolete rooftop equipment, roof repairs, roof preparation, and application of an asphalt -based aluminum coating system. All work is to be done in strict compliance with the plans and specifications prepared by Benchmark, Inc. 6065 Huntington Court NE, Cedar Rapids, Iowa, 52402, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the Base Bid amount. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursualcto the provisions of this notice and the other contract documents. The City shigretain 4he bi security furnished by the successful bidder until the approved contract ® hk9 been executed, a bond has been filed by the bidder guaranteeing the pert coof t contract, and the contract and bond have been approved by the City. �F2"I Cifig shdll promptly return the checks or bid bonds of unsuccessful bidders to the biddets ton ajSij the successful bidder is determined or within thirty days, whichever is soone�rj� x The successful bidder will be required to furnish a bond in an amount eqA to om hun- dred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) years from and after its completion and formal acceptance by the City Council. AF -1 The Owner will conduct a pre-bid meeting and site inspection at 10:00 A.M., on the 16th day of February, 2018. Prospective bidders shall sign -in at the Water Treatment Plant lobby 15 -minutes prior to the scheduled meeting time, at 80 Stephen Atkins Dr., Iowa City, IA 52240. The following milestone dates shall apply to this Project: Start Work: May 15, 2018 Substantial Completion of All Work: October 12, 2018 Final Completion of All Work: October 26, 2018 Project Closeout: November 9, 2018 Liquidated Damages: $200.00 per day beyond final completion date The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Rapids Reproductions/Technographics of Iowa City located at 415 Highland Ave. Suite 100, by bona fide bidders. A $50.00 fee is required for each set of plans and specifications provided to the bidders or other interested persons. The fee shall be in the form of a check, made payable to Technographics. The fee is refundable if returned within 14 days of award of the project by City Council in re -usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). Subcontracting of roof system installation, roof repairs, and roof coating installation are strictly prohibited. The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. 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. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to th%Fxtent lawfully required under Iowa Statutes. The Iowa reciprocal resident biddergefereMe law applies to this Project. n� z The City reserves the right to reject any or all proposals, and also reser��he fight tF" waive technicalities and irregularities. < a M � = Q Posted upon order of the City Council of Iowa City, Iowa. X> o KELLIE FRUEHLING, CITY CLERK AF -2 2. 3. 4. NOTE TO BIDDERS The successful bidder and all subcontractors are required to submit at least 4 days 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. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Bid submittals are: Envelope 1: Bid Bond and Bidder Status Form Envelope 2: Form of Proposal Substitutions A. Bidders shall issue written request(s) for substitution(s) if alternative products are proposed for consideration and approval by the Owner. B. Request(s) for substitution(s) shall be submitted by a prime contract Bidder, using CSI Form 1.5C - Substitution Request, including all supplemental data required for the Owner and Consultant to evaluate the proposed substitution. C. Substitution requests must be received at least ten (10) business days prior to the date specified in the NOTICE TO BIDDERS for opening of bids. Substitution requests received after the stated deadline will not be reviewed or considered. All request(s) for substitution(s) shall be electronically submitted to Benchmark, Inc., Attention: Tom Irvine tomi anbenchmark-inc.com and the City of Iowa City, Attention: Jonathan Durst ionathan-durstaiowa-citv.om D. Submission of a substitution request does not constitute or guarantee approval. The Owner has sole authority to accept or reject all substitution request(s), and the Owner's decision will be final. E. If the Owner approves provided to all Bidders available for review by bids. a substitution request, supplemental instructions will be in the form of written Addenda which, if issued, will be prospective Bidders three (3) days prior to opening of F. If the Owner rejects a substitution submitted the substitution request, N O request, the Owner will not the Wder V" indicating the reason(s) for rhe <ioriz -4(-) rn <r' a M rn � D 0 \I:ID THIS PAGE INTENTIONALLY LEFT BLANK 0 N O_ O L -�" m � 3 ✓' O 0 FORM OF PROPOSAL 2018 ROOF IMPROVEMENTS WATER TREATMENT PLANT & WATER DISTRIBUTION FACILITY PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. EST. UNIT EXTENDED ITEM DESCRIPTION UNIT QTY. PRICE AMOUNT Base Bid Perform all work described in the Bidding LS 1 $ $ Documents associated with the Water Treatment Plant Roof Sections A and B, o and the Water Distribution Facility. The o m ••n Base Bid scope of work on the Water ::r--C*3 )'"� :`- Z Treatment Plant shall include removal of C) the entire obsolete soda ash pipe to a' M ground level, removal of all associated �C n�n s support legs from the existing roof curb (� caps on Roof Section D, and sealing of g D the associated curb caps with self- o adhering EPDM membrane patches. Alternative Incorporate all work described in the LS 1 $ $ Bid No. 1 Bidding Documents associated with the Water Treatment Plant Roof Section C. 19:I:R.7:�f:1Gl FP -1 Alternative Incorporate all work described in the LS 1 $ $ Bid No. 2 Bidding Documents associated with the Water Treatment Plant Roof Section D. Add to Base Bid Alternative Incorporate all work described in the LS 1 $ $ Bid No. 3 Bidding Documents associated with the Water Treatment Plant Roof Sections E1 and E2. Add to Base Bid TOTAL EXTENDED AMOUNT = UNIT PRICING 1. For changing specified quantities of work from those required by the Contract Documents, upon written instructions of the Owner, the following unit prices shall prevail. The proposed unit prices include all labor, overhead, profit, materials, equipment, and freight. 2. Only a single unit price shall be given, and it shall apply for either more or less than the quantity required by the Contract Documents. 3. Refer to Section 01 11 00 – Summary of Work for a description of stipulated quantity allowances to be included in the bid, where applicable. 4. In the event of more or less units than so required, change orders shall be issued for the increased or decreased amount. Description Unit Price Add/delete wood nailer Per Board Foot Remove and replace wood nailer $ Per Board Foot Add/delete plywood $ c n. PESqu�Foot a �? T11 Remove and replace plywood,n-6$� II— :.m sa r.o Tear off existing wet or damaged 2.5" extruded polystyrene insulation and install replacement $ `D insulation to match the existing Peaquare Foot FP -2 Tear off existing wet or damaged tapered extruded polystyrene insulation and install replacement $ tapered insulation to match the existing Per Square Foot Wire brush, clean, prime, and paint surface rusted $ galvanized steel decking Per Square Foot Install additional specified stone ballast as required to $ meet the specified weight Per Ton Add/delete precast concrete ballast paver on pedestals $ Per Paver Add/delete EPDM walkway pad $ Per Walkway Pad The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $ Amnt: NOTE: All subcontractors are subject to approval by City. FP -3 0 m rn - o 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. Firm: Signature: Printed Name: Title: Address: Phone: Contact: FP -4 N 0 O � c j- orn M 0 .:e i , as Principal, and , as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this A.D., 20_ Witness Witness 9M day of 0 n� L al) Principal C' = — r7— By le) firn Surety D o By — (Attorney-in-fact) Attach Power -of -Attorney FILE© 2019 JAN 16 AM 9: 01 ,CITY CLERK IOWA CITY. IOWA } � Y � Z Q a O m (n F r N H H J m Z 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 Contract dated the day of , 20_, for the Water Treatment Plant and Water Distribution Facility 2018 Roof Improvements Project ("Project'), and WHEREAS, Contractor submitted a bid on the Project described in said Plans, Specifications, Proposal and Contract; and WHEREAS, the parties hereto now wish to enter into this agreement for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers , attached hereto; b. Division 11, General Requirements and Covenants of the "Standard Specifications for Highway and Bridge Construction," Serieso 2015, Iowa Department of Transportation, as amended;, "T'i C. Drawings as listed on the Specifications Table of Conte; 1 c—� d. Technical Specifications and Supplementary Conditior]s;r-' a rn e. Performance and Payment Bond; f. Contractor's Completed Bidder Status Form; attached hereto; g. Contractor's Completed Assurance of Contract Compliance Program (Anti - Discrimination Requirements), attached hereto; h. Completed Form of Proposal; and L This Instrument. AG -1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. Project Schedule: It is agreed that the project will be completed in accordance with the schedule specified in the additional component parts of this Agreement identified in Paragraph 2. 4. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Name: Quantity: Unit Price: $ Amnt: DATED this day of 20_ City ATTEST: Mayor City Clerk AG -2 Contractor a Approved By: City Attorney's Office N 0 O O° (Title)`— it C-)� - r =;C-) ATTEST:M_ CE v (Title) � (Comparr7Officials) Approved By: City Attorney's Office 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 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 , 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 merle by the m Owner. �c, > B. Whenever Contractor shall be, and is declared by Owner to be, inA9,&ult5ndeFEe rn Agreement, the Owner having performed Owner's obligations thereunde e Surety rpt � promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and _pb_nditio& 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 determina- tion 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 this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not Na 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 five (5) years 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 subcontrac- tors, 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. 20 SIGNED AND SEALED THIS DAY OF IN THE PRESENCE OF: Witness Witness am (Principal) (Title) o :E� m s (Surety) �� m �r rn a m= (Title) n c (Street) (City, State, Zip) (Phone) Contract Compliance Program CITY OFIOWA C 1 TY m CD THIS PAGE INTENTIONALLY LEFT BLANK N P m :*� .5 m o SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7 All contractors, vendors, and consultants must assure that their subcontractors'Qibide by the City's Human Rights Ordinance. The City's protected classes section 2-3-1. mgr\assftontractcompliance.doc CC -1 are listed agowa �y City Code. n �— �-e CP t-- �M s o THIS PAGE INTENTIONALLY LEFT BLANK mgr\asst\contractcompliance.doc CC -2 N O O C- a -4 --4 m x s Q D O mgr\asst\contractcompliance.doc CC -2 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS 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.) 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, and the regulations (see generally 29 U.S.C. § 1608 et seg.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. 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? (Please print) Phone number Address p. M = z � 5. The undersigned agrees to display, in conspicuous places at the work sl,�ll p6ters'Ptrquired by federal and state law for the duration of the contract. NOTE: The City Mn prod a assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? mgAasst\contractcompliance.doc CC -3 The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date mgr\asst\contractcompliance.doc CC -4 N O_ d O �-� Cr, r {� a M n o N mgr\asst\contractcompliance.doc CC -4 SECTION 111- SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they acwrately reflect the requirements for successful job performance. o (f) Review the job application to insure that only job related questions � skiM. Ask %urself "Is L`f� this information necessary to judge an applicant's ability to perform bJplie�r?" Only use job-related tests which do not adversely affect any particular grou4&eagde. (g) Monitor interviews carefully. Prepare interview questions in advance teCf;surgthat 1' are only job related. Train your interviewers on discrimination laws. Biased ap4=bjeWve 'eVd ments in personal interviews can be a major source of discrimination. 4 (h) Improve hiring and selection procedures and use non -biased promotion, trAAsfer and training policies to increase and/or improve the diversity of your workforce representtion. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 12/01 mgr\assftontradcompliance.doc CC -5 Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person or to discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03-4105, 12-16- 2003) B. It shall be unlawful for any labor organization to refuse to admit to membership, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals are unwelcome, objectionable or not solicited for employment or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 1101995) 0 " "n D. Employment policies relating to pregnancy and childbirth shall be governQ& ttm,follorn: <m p M 1. A written or unwritten employment policy or practice which excludes figmerripoympad applicants or employees because of the employee's pregnancy is a pig f- -- vioGRn of this title. o w Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. CC -6 E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the state epidemiologist determines and the director of public health declares through the utilization of guidelines established by the center for disease control of the United States department of health and human services, that a person with a condition related to acquired immune deficiency syndrome poses a significant risk of transmission of the human immunodeficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this section: Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious purpose. A religious qualification for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94-3647, 11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647, 11-8-1994) N O 5. The employment on the basis of sex in those certain instances where jc is a3Dna fide occupational qualification reasonably necessary to the normal operatiogoa rhoiculmn business or enterprise. The bona fide occupational qualification shall bgXi�ftrpMted .... narrowly. (Ord. 03-4105, 12-16-2003) �a+ (� �m 6. A state or federal program designed to benefit a specific age classificapyp&A ser a bona fide public purpose. (Ord. 94-3647, 11-8-1994) :x c 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 034105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312, 8-11-2008) CC -7 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to decisions involving hiring, 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. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone Number: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. N 0 O gC-) m a D� Z rn = m m o re CC -8 CITY OF IOWA CITY WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy') Application. The Wage Theft Polity applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have beggtaken: o m a. There has been a bona fide change in ownership or control of the ineligible pers§� er&Ly; `Tl -i 2 �� n� b. Disciplinary action has been taken against the individual(s) responsible for tQj"s bWAng rMto the violation(s); = a M o� s c. Remedial action has been taken to prevent a recurrence of the acts giving rise3�the tiqualiif cation or default; w or d. Other factors that the person or entity believes are relevant. The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility WT -1 period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. WT -2 �u o. yes i� m �— t n �= v WT -2 STATE OF COUNTY WAGE THEFT AFFIDAVIT ] ss: upon being duly sworn, state as follows: 1. 1 am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. This instrument was acknowledged before me by WT -3 Signature on ,20 Notary Public in and for *-Srtat,2!f +� c->- - r G M m n. O;:D �x w � a FILED 2018 JAN 16 Ail 9: 02 .CITY CLERK IOWA CITY, IOWA r J Y W Z J a O pp ~ ui F J Z GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended, shall apply except as amended in the Supplementary Conditions. www.iowadot.gov/eri/current/GS/Navigation/navl 1. htm GC -1 N O_ O � ='fir r1 a m CD yJ 3 `✓ D p GC -1 THIS PAGE INTENTIONALLY LEFT BLANK WT -2 N O rn n o WT -2 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti -Discrimination Requirements) S-9 Wage Theft Policy S-10 Measurement and Payment S-11 Taxes S-12 Construction Stakes S-13 Bidder Status Form Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended www.lowadot.gov/erl/current/GS/Navigation/navil.htm and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY' shall mean the CITY. c m "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa DepartmeBYwoh _Iknsp ion "Standard Specifications for Highway and Bridge Construction," s �d 20j5y' as, amended. C� a rn r S-2 LIMITATIONS OF OPERATIONS. _ �� Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFIdATION9 Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. SC -1 S-3 INSURANCE. A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. 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. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any 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: Type of Coverage Comprehensive General Liability Each Occurrence Aggregate Bodily Injury & Property Damage` $1,000,000 $2,000,000 Automobile Liability Combined Single Limit Bodily Injury & Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. 'Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractors Insurance carrier be A rated or better by A.M. Best. City of Iowa City shall be named as an Additional Insured for ongoing and completed work using ISO form CG2010 11 85 or a combination of ISO forms, CG2010 07 04 and o 2037 07 04 (or using substitute forms that provide equivalent coverages). m on a In addition, the Contractor shall be required to comply with the follov prcMions.wkh respect to insurance coverage: -ir 1. The entire amount of Contractor's liability insurance policy coverags, Ventiso the policy and on the Certificate of Insurance, must, under the poe 4pyaila pay damages for which the insured Contractor becomes liable, or for hich J&e insured assumes liability under the indemnity agreement herein contained, and such0coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. 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 SC -2 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. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. 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. 5. 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 pursue any and all remedies available to the City. o 6. In the event that any of the policies of insurance or insurance co e 3entifie6 bn Contractor's Certificate of Insurance are canceled or modified,i tZeven t Contractor incurs liability losses, either due to activities under this raettor dtie to other activities not under this Contract but covered by the same inegncg„andMh losses reduce the aggregate limits of Contractor's liability insurang�uelo*the "s required hereunder, then in that event the City may in its discretic$r-Weithw suspend Contractor's operations or activities under this Contract, or terminaterlhis Citract, and withhold payment for work performed on the Contract. 7. In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, 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. SC -3 C. HOLD HARMLESS The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its officers, employees, and agents, from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: 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 ENGINEER the phone number and/or paging service of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. 0 The Contractor will provide Safety Data Sheets (SDS) for all haza dous LRemicalp, or materials that will be at the job site. The Safety Data Sheets will be sub§i§d tithe Prbjbct Engineering prior to the start of construction and supplemented as nece4OW thFmugh=he project. This data is being provided for informational purposes only ander nwreli a the contractor of any obligations for compliance with applicable OSHA and lays regFRng hazardous chemicals and right -to -know. o = S-7 EMPLOYMENT PRACTICES. v o N Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. SC -4 Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 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. S-9 WAGE THEFT POLICY. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, which is included with these Specifications beginning on page WT -1. S-10 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. S-11 TAXES. 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. 5-12 CONSTRUCTION STAKES. Replace the last paragraph of 1105.15 of the IDOT Standard Specifications with the fgowing: The Contractor shall be responsible for the preservation of stakes and nWttsa. Aly necg Wry re -staking will be at the Contractor's expense and will be charged at a ra w;R$78per hetes. 5-13 BIDDER STATUS FORM. <m b rn z The Contractor awarded the project together with all Subcontractors shall be redto co r to the form included with these specifications (and entitled the same as this sectl�n) an4'S*,ubmit it to the Engineer before work can begin on the project. M SC -5 THIS PAGE INTENTIONALLY LEFT BLANK SC -6 N O m p � z mp m Z3= 0 o N SC -6 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to bidders who are residents? . ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's homegete or foreign country and the appropriate legal citation. o, o "n en -< _ You if needed. To be completed by all bidders y o Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. BF -1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business Is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership.o ❑ Yes ❑ No 0 0, My business is a limited liability company whose certificate of org�io 2 filed77Va and has not filed a statement of termination. ❑ Yes ❑ No —I cs Cm My business is a limited liability company whose certificate of orggWVtiog„is file state other than Iowa, has received a certificate of authority to transact busirwa lora an certificate has not been revoked or canceled. D 0 r� K& ARC 1271C LABOR SERVICES DIVISION[8751 Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts anew Chapter 156, "Bidder Preferences in Government Contracting," Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects. The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received. Commenters stated that some of the rules could be misinterpreted and that some of the rules were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91C as a basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical; other more substantive changes are described below. References to "domicile" were removed from several rules. Subrule 156.2(1) was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b" was changed by deleting the phrase "under this Act." Subrule 156.2(3) was changed by adding new paragraph "k" concerning construction contractor registration, and by clarifying that compliance with only one of the lettered paragraphs in the subrule is necessary. Paragraph 156.2(4)"b" was changed by adding the phrase "if applicable." In rule 875-156.3(73A), the term "public body" replaced the term "nonresident bidder." A new rule 875-156.9(73A) containing a severability clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No variance procedures are included in these rules because variance provisions are set forth in 875 --Chapter 1. After analysis and review of this rule making, no impact on jobs has been found. These rules are intended to implement Iowa Code section 73A.21. These rules shall become effective on February 12, 2014. The following amendment is adopted. Adopt the following new 875—Chapter 156: CHAPTER 156 BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 875-156.1(73A) Purpose, scope and definitions. These rules institute administrative and gyrational procedures for enforcement of the Act. The definitions and interpretations conta n LWa Code section 73A.21 shall be applicable to such terms when used in this chapter. D ZZ b. • f Z "Act" means Iowa Code section 73A.21. c ->"C —. -Affiliate, " when used with respect to any specified person or entity, means anoPpersBR or a hty that, either directly or indirectly through one or more intermediaries, controls, or i tclintrol6i by, under common control or ownership with, such specified person or entity. OX 3 �+y "Commissioner" means the labor commissioner appointed pursuant to Iowa Code sech9n 91.'L!dF the labor commissioner's designee. "Division "means the division of labor of the department of workforce development. MW "Nonresident bidder" means a person or entity that does not meet the definition of a resident bidder, including any affiliate of any person or entity that is a nonresident bidder. "Parent, " when used with respect to any specified person or entity, means an affiliate controlling such specified person or entity directly or indirectly through one or more intermediaries. 'Public body "means the state and any of its political subdivisions, including a school district, public utility, or the state board of regents. "Public improvement" means a building or other construction work to be paid for in whole or in part by the use of funds of the state, its agencies, and any of its political subdivisions and includes road construction, reconstruction, and maintenance projects. "Public utility" includes municipally owned utilities and municipally owned waterworks. "Resident bidder" means a person or entity authorized to transact business in this state and having a place of business for transacting business within the state at which it is conducting and has conducted business for at least three years prior to the date of the fast advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. "Resident labor force preference" means a requirement in which all or a portion of a labor force working on a public improvement is a resident of a particular state or country. "Subsidiary, " when used with respect to any specified person or entity, is an affiliate controlled by such specified person or entity directly or indirectly through one or more intermediaries. 875-156.2(73A) Reporting of resident status of bidders. 156.2(1) Reporting to public body. When a contract for a public improvement is to be awarded to the lowest responsible bidder, the public body shall request a statement from each bidder regarding the bidder's resident status. The statement shall be on the form designated by the commissioner. The statement shall require the bidder to certify whether the bidder is a resident bidder or a nonresident bidder. In the case of a resident bidder, the statement shall require the resident bidder to identify each office at which the resident bidder has conducted business in the state during the previous three years and the dates on which the resident bidder conducted business at each office. In the case of a nonresident bidder, the statement shall require the nonresident bidder to identify the nonresident bidder's home state or foreign country as reported to the Iowa secretary of state, to identify each preference offered by the nonresident bidder's home state or foreign country, and to certify that, except as set forth on the form, there are no other preferences offered by the nonresident bidder's home state or foreign country. The statement shall include such additional information as requested by the commissioner. The statement must be signed by an authorized representative of the bidder. A fully completed statement shall be deemed to be incorporated by reference into all project bid specifications and contract documents with any bidder on a public improvement. Failure to provide the statement with the bid may result in the bid being deemed nonresponsive. This may result in the bid being rejected by the public body. 156.2(2) Determining residency status. a. For purposes of the Act, a person or entity is a resident bidder if the person or entity: (1) Is authorized to transact business in Iowa; and (2) Has had one or more places of business in Iowa at which it is conducting or has Wducted business in this state for at least three years immediately prior to the date of the firs(VvertisMent for the public improvement. a b. If the person or entity is a resident of a state or foreign country that has�a ore -cringe . definition than is set forth in paragraph 156.2(2) "a" for determining whether a persei enWV in tyffr" state or country is a resident bidder, then the more stringent definition applies. t— '�.. 156.2(3) Determining authorization to transact business. A person or entity is au yy�r ed ransM business in the state if one or more of the following accurately describes the person o Ry:'. a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident f3Tlowa jE!Some tax purposes; C4 b. In the case of a general partnership orjoint venture, more than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes; BF -4 C. In the case of a limited liability partnership which has filed a statement of qualification in this state, the statement has not been canceled; d. In the case of a limited liability partnership whose statement of qualification is filed in a state other than Iowa, the limited liability partnership has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed pursuant to Iowa Code section 486A.105(4); e. In the case of a limited partnership or limited liability limited partnership whose certificate of limited partnership is filed in this state, the limited partnership or limited liability limited partnership has not filed a statement of termination; f. In the case of a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership; g. In the case of a limited liability company whose certificate of organization is filed in this state, the limited liability company has not filed a statement of termination; h. In the case of a limited liability company whose certificate of organization is filed in a state other than Iowa, the limited liability company has received a certificate of authority to transact business in this state and the certificate has not been revoked or canceled; i. In the case of a corporation whose articles of incorporation are filed in this state, the corporation (1) has paid all fees required by Iowa Code chapter 490, (2) has filed its most recent biennial report, and (3) has not filed articles of dissolution; j. In the case of a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation (1) has received a certificate of authority from the Iowa secretary of state, (2) has filed its most recent biennial report with the secretary of state, and (3) has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked; or k. The person or entity is registered with the Iowa division of labor as a construction contractor pursuant to Iowa Code chapter 91 C. 156.2(4) Determining if bidder has conducted business in state. In order to determine if a bidder has a place of business for transacting business within Iowa at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement of the public improvement, the bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: a. Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail, telephone calls, and e-mails; and b. Conducted business in the state for each of those three years and filed an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy, if applicable, in effect for each of those three years. 875-156.3(73A) Application of preference. When awarding a contract for a public impWyement to the lowest responsible bidder, the public body shall allow a preference to a resident -bidder Ragainst a nonresident bidder that is equal to any preference given or required by the home staorrw cou in which the nonresident bidder is a resident without regard to whether such prefjsaet4es IV actu enforced by the applicable regulatory body in each state. If the bidder is a subsidwy-6f aff�eerent e4 would be a nonresident bidder if such parent were to bid on the public improvement JR n &* then the public body shall allow a preference as against such bidder that is equal to _ efece g or required by the home state or foreign country of the bidder's parent. In the instah��f alor iO preference, a public body shall apply the same resident labor force preference to a pu0c imprdvement in this state as would be required in the construction of a public improvement by the home statW foreign country of the nonresident bidder, or the parent of a resident bidder if the parent would qualify as a nonresident bidder if such parent were to bid on the public improvement in its own name. A preference shall not be applied to a subcontractor unless the home state or foreign country of the nonresident bidder to whom the contract was awarded would apply a preference to the subcontractor. Specific methods of calculating and applying a preference shall mirror those that apply in the home state or foreign country of the nonresident bidder to whom the contract was awarded. In the event that the specific method used by the nonresident bidder's home state or foreign country carrot be determined, the calculation for a labor force preference shall include only the labor force working on the public improvement in Iowa on a regular basis calculated by pay period. 875-156.4(73A) Complaints regarding alleged violations of the Act. 156.4(1) Complaints. Any person with information regarding a violation of the Act may submit a written complaint to the commissioner. Any complaint must provide the information required pursuant to subrule 156.4(2) or as much of such information as is reasonably practicable under the circumstances. The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue, Des Moines, Iowa 50319. 156.4(2) Written complaint form. The commissioner shall prepare a written complaint form that a person with information regarding a potential violation of the Act may submit pursuant to subrule 156.4(1). The written complaint form shall request the following information: the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder; an identification of the public body to which the bidder submitted a bid; the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional information as requested by the commissioner. 156.4(3) Availability of written complaint form. The written complaint form shall be available in all division offices and on the department of workforce development's Internet Web site. 875-156.5(73A) Nonresident bidder record-keeping requirements. While participating in a public improvement, a nonresident bidder from a home state or foreign country with a resident labor force preference shall make and keep, for a period of not less than three years, accurate records of all workers employed by the contractor or subcontractor on the public improvement. The records shall include each worker's name, address, telephone number if available, social security number, trade classification, and starting and ending date of employment. 875-156.6(73A) Investigations; determination of civil penalty. The commissioner or an authorized designee shall cause an investigation to be made into charges of violations of the Act, including allegations set forth in a written complaint. 156.6(1) Investigative powers. The commissioner or the authorized designee shall have the following powers: a. Hearings. The commissioner may hold hearings and investigate charges of violations of the Act. b. Entry into place of employment. The commissioner may, consistent with due prods of law, enter any place of employment to inspect records concerning labor force resideng, to 4astion an co employer or employee, and to investigate those facts, conditions, or matters as are deemed �ropnah in determining whether any person has violated the provisions of the Act. The co ne all c make an entry into a place of employment in response to a written complaint. C )-< — C. Residency of workers. The commissioner may investigate and ascertain iirpCpesi6Mcy o worker engaged in any public improvement in this state. :<rn r- rW P� d. Oaths; depositions; subpoenas. The commissioner may administer oaths, jj�r ci4m se toloe taken deposition of witnesses, and require by subpoena the attendance and testimony mtnessfi and the production of all books, registers, payrolls, and other evidence relevant to a matter Ader instigation or hearing. e. Employment ofpersonnel. The commissioner may employ qualified personnel as are necessary for the enforcement of Iowa Code section 73A.21. The personnel shall be employed pursuant to the merit system provisions of Iowa Code chapter 8A, subchapter IV. Am f. Request for records. The commissioner shall require a contractor or subcontractor to file, within 10 days of receipt of a request, any records enumerated in rule 875-156.5(73A). If the contractor or subcontractor fails to provide the requested records within 10 days, the commissioner may direct, within 15 days after the end of the 10 -day period, that the fiscal or financial office charged with the custody and disbursement of funds of the public body that contracted for construction of the public improvement or undertook the public improvement, to withhold immediately from payment to the contractor or subcontractor up to 25 percent of the amount to be paid to the contractor or subcontractor under the terms of the contract or written instrument under which the public improvement is being performed. The amount withheld shall be immediately released upon receipt by the public body of a notice from the commissioner indicating that the request for records as required by this paragraph has been satisfied. 156.6(2) Division determination. Upon conclusion of an investigation, the commissioner or an authorized designee shall issue a written determination to the party that was the subject of the investigation. The determination shall indicate whether or not the division finds a violation of the Act by the party. If the determination indicates that the party engaged in a violation of the Act, the determination shall also indicate the remedies the division intends to pursue as a result of the violation. 156.6(3) Informal conference. A party seeking review of the division's determination pursuant to this rule may file a written request for an informal conference. The request must be received by the division within 15 days after the date of issuance of the division's determination. During the conference, the party seeking review may present written or oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875-156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a party may file a written request for an informal conference, the division may pursue the following remedies. 156.7(1) Injunctive relief. If the division determines that a violation of the Act has occurred, the division may sue for injunctive relief against the awarding of a contract, the undertaking of a public improvement, or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues constitutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s). The collection of these penalties shall be enforced in a civil action brought by the attorney general on behalf of the division. 875-156.8(73A) Compliance with federal law. If it is determined that application of this chapter and the Act may cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent denial of the funds or to eliminate the inconsistency with federal requirements. o 875-156.9(73A) Severability. If any rule under this chapter, any portion of a rulee�thiaapte"".the applicability of any rule under this chapter to any person or circumstance is he rhr aligby co=Lthe remainder of these rules or the rules' applicability to other persons or circumstances sbt)lkot le-affec These rules are intended to implement Iowa Code section 73A.21. Cl) tit = [Filed 12/16/13, effective 2/12/14] 'per Q [Published 1/8/14] D EMOR's NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. I -_MA THIS PAGE INTENTIONALLY LEFT BLANK Am N P_ U � CYN r o so C:) CO3 Am CITY OF IOWA CITY MEASUREMENT AND PAYMENT SECTION 01025 PART ONE — GENERAL 1.01 Summary A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 Standard of Measurements A. Work completed under the contract shall be documented by the Contactor using daily reports, and verified by the Owner's Project Manager. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 Scope 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, for 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 may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case, some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART TWO — PRODUCTS 2.01 Not Used PART THREE — EXECUTION 3.01 Procedure A. Immediately after award of the contract or as soon thereafter as the Owner has made a decision on which, if any, Alternates will be selected, thoroughly and clearly advise all necessary personnel and suppliers as to the nature and extent of Alternates selected by the Owner. Alert those personnel and suppliers involved as to all changes in the work caused by the Owner's selection or rejection of Alternates. o_ 3.02 Bid Items o �' �n a A. General D� z 1. The following subsections describe the measurement of and pay�nt>by thev�jr c to be done under the items listed in the FORM OF PROPOSAL. o� Q �x ate 2. Each unit or lump sum price stated shall constitute full paymerfts hereip specified for each item of work completed in accordance with the drawings and s*cifications, including clean up. Project No. CICIOWA001B 1/12/2018 Section 01025 - Page 1 CITY OF IOWA CITY MEASUREMENT AND PAYMENT SECTION 01025 3. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused by the Contractor or his/her Subcontractors. 4. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. 5. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. 6. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs 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. 7. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, 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. Bid Item Descriptions 1. Roof Replacement, Roof Restoration, and Associated Work a. All work shall be performed on a lump sum basis, except for work defined in the Contract Documents as being performed on a unit cost basis. Where a quantity allowance for unit cost based work is to be included in the Base Bid or a specific Alternate Bid, this quantity shall be as defined in Section 01 1100 - Summary of Work. Otherwise, unit cost based work will be performed as an addition or deduction from the contract sum. All changes to the scope of work must be appaoved in advance by the Owner's Project Manager. o E5 m *En a End of Section - n-< :4 Cn r— cM rn a ZE w Q W Project No. CICIOWA001B 1/12/2018 Section 01025 - Page 2 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 PART ONE — GENERAL 1.01 Description A. This section is for the convenience of the Contractor only and Fhall not be construed as a complete accounting of all work to be performed. B. The extent of the scope of work is indicated on the drawings and by the requirements of each section of the specifications. C. The Contractor shall examine the site and shall be responsible for verifying all existing construction and conditions. D. Refer to additional notes on the drawings. 1.02 Code Compliance: Water Treatment Plant A. The completed roof system shall meet the following requirements: 1. Building Code: 2015 International Building Code, as amended by the City of Iowa City a. A deviation to Section 1504.8 was accepted by the City of Iowa City Building Official during design development, which will allow the use of aggregate ballast for Roof Section A. The Design Professional will provide documentation to the Contractor following award of contract, which the Contractor shall submit to the City of Iowa City Building and Inspection Services during the building permit application process. 2. Energy Code: State Building Code - Requirements for Energy Conservation in Construction (based on 2012 International Energy Conservation Code) 3. External Fire Rating: UL Class external fire rating. B. The completed roof system shall meet the following design wind load pressures: Roof Section B 1. Field: - 57 psf 2. Perimeters: - 86 psf 3. Corners: - 123 psf Roof Sections C - E 1. Field: - 52 psf 2. Perimeters: - 80 psf 3. Corners: - 114 psf H 6 D C= c.. -tri a r ��z M O� A ^ V O W Project No.CICIOWA001 B 1/12/2018 Section 01 11 00 - Page 1 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 1.03 C. The installed copings and edge metal shall comply with ANSUSPRI ES -1 Standards and shall meet the following design wind pressures: Roof Sections A and B Horizontal: 94 psf 2. Vertical: 156 psf Roof Sections C - E Horizontal: 88 psf 2. Vertical: 144 psf Existing Roof Composition Information A. The existing Water Treatment Plant roof systems are believed to have the compositions listed below. Refer to notes on Sheet R1.2 - Roof Restoration Plan - Water Distribution Facility, for Water Distribution Facility roof system composition. Roof Section A • Stone ballast • 45 -mil GenFlex TPO membrane, loose laid • Two layers of 2.5" extruded polystyrene (XPS) insulation, loose laid; except tapered XPS used where shown on Sheet R1.1 - Insulation Plan - Water Treatment Plant • Precast double tee deck; except cast -in-place concrete deck used surrounding aerator penetration as indicated by deck transition shown on Sheet R1.1 - Insulation Plan -Water Treatment Plant Roof Section B • 45 -mil GenFlex TPO membrane, mechanically fastened in the seams • 1/4" per foot tapered polyisocyanurate insulation with 0.5" minimum thickness at roof drain, mechanically fastened; except 7" flat polyisocyanurate insulation used at structurally sloped steel deck area where indicated on Sheet R1.1 - Insulation Plan - Water Treatment Plant • 20 -gauge, galvanized Type B steel decking o Roof Section C • 45 -mil GenFlex TPO membrane, mechanically fastened in the • 1/4" per foot tapered polyisocyanurate insulation with 0.5" mini drain, mechanically fastened • 20 -gauge, galvanized Type N steel decking Roof Section D ' • 45 -mil GenFlex TPO membrane, mechanically fastened in the seams • 1.5 flat polyisocyanurate insulation, mechanically fastened • 20 -gauge, galvanized Type B steel decking Roof Section E: Chemical Storage Area • Stone ballast • 45 -mil GenFlex TPO membrane, loose laid • 1.5" flat polyisocyanurate insulation, loose laid • 12" hollow core precast plank deck m a z at Of M 0 Project No.CICIOWA001 B 1/12/2018 Section 01 11 00 -Page 2 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 Roof Section E: Exterior Dock Canopy Area • 45 -mil GenFlex TPO membrane, mechanically fastened in the seams • 1.5" flat polyisocyanurate insulation, mechanically fastened • 20 -gauge, galvanized Type N steel decking B. The Contractor shall be responsible for field verification of the roof system composition information provided above, prior to bidding and/or proceeding with construction activities based on this information. No additional compensation will be authorized by the Owner if the actual roof compositions vary from the information provided. C. Qualified roofing Contractors will be allowed to field -verify roof compositions via test cutting and patching; either at the pre-bid meeting or during a follow-up appointment with the City of Iowa City. Patching shall utilize TPO membrane cleaner, EPDM seam primer, self -adhering uncured EPDM patching material with 3" minimum seam overlap beyond test cut, and tooled EPDM lap sealant at all edges. 1.04 Quality Assurance by Roof System Manufacturer A. Membrane Manufacturer's Technical Representative, who shall be a full-time employee of the membrane Manufacturer, shall provide on-site technical support as required, in conjunction with the roofs installation. B. During site visits, the Manufacturer's Technical Representative shall check all work installed since the last visit, mark all defects for repair, and provide a written site visitation report listing any deficient work requiring correction by the Contractor. All reports and other correspondence associated with the site visit shall be provided to the Contractor, Owner, and Consultant within three business days of the visit. C. The Manufacturer's Technical Representative shall coordinate all site visits with the Contractor and Owner's Representative a minimum of three business days in advance. 1.05 Applicability of Manufacturer Requirements During Bidding and Construction A. The Contract Documents may require materials or installation practices that exceed the Manufacturer's minimum requirements for the specified warranty. The requirements of the Contract Documents supersede the Manufacturer's requirements in these instances. These requirements may not be altered during bidding or installation of the work, urfts formal modifications are issued during bidding or construction by the Ownertroject=anager or Design Professional.n A B. If the Manufacturer's minimum requirements for the specified warrardR*uirM)rac that exceed the requirements of the Contract Documents; or if the Contr cuments of reference a Manufacturer's requirement pertinent to successful perfor cel the r , the associated Manufacturer's requirements shall be followed in these ir> ash (� C. The Manufacturer's requirements may contain more detail about work execu@n-related procedures than the Contract Documents. Where these additional requirements do not conflict with the Contract Documents, they shall guide the performance of related aspects of the work. 1.06 Sequence and Completion of Work A. Each roof section shall be complete; with the exception of sheet metal at the Contractor's discretion; prior to beginning demolition work on any subsequent roof sections; unless otherwise approved in writing by the Owner's Project Manager. Project No.CICIOWA001 B 1/12/2018 Section 01 11 00 - Page 3 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 B. The order of roof section replacement on the Water Treatment Plant shall be Roof Section B, followed by Roof Sections A, C, D, and E respectively. Refer to additional related notes on the drawings. PART TWO — PRODUCTS 2.01 Not used. PART THREE — EXECUTION 3.01 Roof Repair Work — Water Distribution Facility A. Provide roof repair work as specified. Provide roof coating work as specified. 3.02 Interior Coordination A. Provide competent person within the building from the beginning of tear -off, until such time as roofing debris/construction material may not enter the building. Contractor's interior personnel shall maintain radio contact with crew supervisor on the roof at all times. Refer to specified requirements. B Prior to demolition work, verify that all soil pipes, flues, steel members, and other similar penetrations are secured to the building structure. Coordinate removal or securement of all unsecured penetrations prior to the start of demolition work. 3.03 Demolition and Roof Preparation A. Coordinate all aspects of demolition work with Owner's Representative and all other trades. B. Provide protective measures around the roof and building as specified, prior tcoginning work. m C. Water test all drains to ensure proper operation prior to beginning worQn L_ 7n D. Where specified, tear off existing roof system to the roof decking. n-< (� _4 E. Remove fasteners at existing membrane, insulation, carpentry, flashing'�min.Vns, sheet metal components by backing out, whenever possible. C)�* F. Where specified, remove stone ballast and save for reuse. Do not overstress ttgoof decking. G. Include provisions for temporary ballasting as required to protect the existing roof membrane from damage due to wind uplift and/or shrinkage. H. Where specified, tear off existing roof membrane to roof insulation. I. Where specified, tear off existing roof insulation to the roof decking at wet or damaged insulation areas. Perform this work on a unit cost basis. J. Tear off all base flashings. Prepare all substrates as required by the specifications, or at a minimum as required by the Manufacturer of the replacement flashings. Project No.CICIOWA001 B 1/12/2018 Section 01 11 00 - Page 4 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 K. Remove deteriorated wood nailers/plywood located during post -tear -off inspection. Perform this work on a unit cost basis. L. Remove existing wood nailers/plywood where required to meet the intent of the drawings. M. Remove existing roof curbs, as noted. N. Remove obsolete roof penetrations and obsolete rooftop equipment identified on the drawings. Contractor shall verify and coordinate equipment removal with the Owner. Contractor shall perform all necessary service disconnects. O. Seal all perimeters, penetrations, and drains as required to prevent construction materials from entering the building. P. Remove and dispose of existing roof -related sheet metal, unless noted otherwise on the drawings. Q. Remove existing reglet counternashings where noted and reuse existing receiver. R. Remove all debris from decking, broom clean at a minimum, prior to beginning roof system application. S. At insulation replacement areas, remove all debris from decking and broom clean at a minimum, prior to installing insulation. T. Clean existing drains down to the cast iron surface and prepare drains for membrane roofing. Remove broken drain bolts from drain castings where required. U. Remove debris from roof area and properly dispose of all materials off site. V. At the end of each day, ensure that all drains are in proper working order and that drain lines are totally unrestricted. Implement any required corrective measures before leaving the job site that day. N 3.04 Decking Repair/Replacement o O m A Repair roof decking where obsolete penetrations have been removedn c7 -C B. Clean, wire brush, prime, and paint surface rusted steel decking encolitmed%ring ost tear -off inspection of the decking. Perform this work on a unit cost baV6,_, y s O C. Inspect top and bottom of steel decking following removal of existing rrQf §ystW and cleaning of debris. Immediately notify the Owner's Project Manager oPJny deficiencies that require repair or re -attachment. Perform remedial work as directed in writing 09Ahe Owner's Project Manager. 3.05 Rough Carpentry A. Install replacement wood nailers/plywood where deteriorated components were removed. Perform this work on a unit cost basis. B Refasten existing milers/plywood to building structure as required to meet the specified standards. C. Rebuild and structurally -reinforce existing wood roof divider curb as shown on the drawings. Project No.CICIOWA0016 1/12/2018 Section 01 11 00 -Page 5 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 D. Install wood nailers as shown on the drawings. E. Install wood nailers where required to match height of new roof insulation. F. Install wood nailers for curb extensions as required for minimum curb height of 8". G. Install replacement recycled plastic lumber support blocking where noted under rooftop equipment. H. Install plywood as shown on the drawings. 3.06 Miscellaneous Insulation A. Install fiberglass batt insulation in polyethylene saddle at expansion joint. B. Modify or replace existing insulation at roof penetrations as shown/noted on the drawings. 3.07 Vapor Retarder A. Install roof vapor retarder where specified. B. Flash vapor retarder at all roof perimeters and penetrations as specified. 3.08 Rigid Insulation A. Install vapor retarder substrate board, roof insulation, and cover board, and means of attachment per drawings and specifications. B. Install tapered insulation system and means of attachment per drawings and specifications. 3.09 Low Slope Roofing Membrane and Flashings 3�� o La A. Where specified, install loosely laid and ballasted, non -reinforced EPDM single -ply membrane system. B. Where specified, install adhered, non -reinforced EPDM single -ply membrane system. C. Install EPDM flashings at all roof perimeters and penetrations. Carefully trim embedded TPO membrane flashings at skylight and pipe support curbs, and use for termination of new EPDM flashings as shown on the drawings. D. Install EPDM walkway pads shown on drawings. Include this work in the applicable bid. Install any additional locations of walkway as directed by the Owner's Representative on a unit cost basis. 3.10 Ballast and Pavers A. Final inspection and written acceptance of the membrane by the Owner's Representative, Manufacturer, and Contractor shall occur prior to installing ballast and pavers. Project No.CICIOWA001 B 1112/2018 Section 01 11 00 - Page 6 0 C. Install tapered insulation scupper sumps per drawings and specification. o eo D. Install tapered saddles, crickets, and edge strips as shown or specifief,9 v i ++ E. In spot tear -off areas, install replacement insulation level with existing rl gmrfa e: P n this work on a unit cost basis. :{� —vo a a C7 3.09 Low Slope Roofing Membrane and Flashings 3�� o La A. Where specified, install loosely laid and ballasted, non -reinforced EPDM single -ply membrane system. B. Where specified, install adhered, non -reinforced EPDM single -ply membrane system. C. Install EPDM flashings at all roof perimeters and penetrations. Carefully trim embedded TPO membrane flashings at skylight and pipe support curbs, and use for termination of new EPDM flashings as shown on the drawings. D. Install EPDM walkway pads shown on drawings. Include this work in the applicable bid. Install any additional locations of walkway as directed by the Owner's Representative on a unit cost basis. 3.10 Ballast and Pavers A. Final inspection and written acceptance of the membrane by the Owner's Representative, Manufacturer, and Contractor shall occur prior to installing ballast and pavers. Project No.CICIOWA001 B 1112/2018 Section 01 11 00 - Page 6 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 B. Install precast concrete pavers on pedestals, as per drawings and specifications. C. Reinstall existing stone ballast. Install additional ballast on a unit cost basis, if required to meet the specified weights. 3.11 Roof -Related Sheet Metal A. Install roof -related sheet metal components as per drawings and specifications. B. Reuse existing sheet metal where specifically noted as such on the detail drawings. C. Provide all necessary sealant primers, sealants, sealant tapes, and fasteners to ensure a watertight installation. Install formed metal flashings at flues and utility piping penetrations per drawings and specifications. 3.12 Plumbing Work A. Free any clogged drains or drain piping. B. Replace all missing, damaged, plastic, or improperly fit drain strainers, and/or clamping rings. All replacement drain strainers shall be cast iron strainers and shall fit with clamping rings. All replacement clamping rings shall be cast iron and shall properly fit with existing drain bowls. Install replacement drain bolts. Remove any broken bolts from drain castings, and prepare existing bolt sockets by retapping, where required. Clean, prime, and paint drain rings and drain strainers, as follows: Surface preparation: Remove all old sealants, debris; and loose rust and loose paint using power -assisted hand tools and/or solvents. Primer: Apply one coat of Sherwin Williams Pro-Cryl Univedo Primer, or approved equal o m �n a Finish Coat: Apply one coat of Sherwin Williams Zero VOC-Aorylf Sen*434oss, or approved equal n"< r -�� E. Functional clamping ring and drain strainer shall be installed at ewtLIM in gring >j>8$ame workday as membrane installation. o x x .. F. Raise all soil pipes as required to provide 8" minimum height above finish rd& elevation. Furnish and install Tubos by OMG, Inc. if soil pipes require extensions. 3.13 Mechanical Work A. Unless otherwise specified, disconnect and reconnect rooftop mechanical units if required for lifting. 1. Should the Contractor require that certain equipment be de -energized to perform the specified roof replacement work, and if the Owner agrees to allow de-energization, the Contractor shall provide associated materials, equipment, and qualified subcontractor labor to take the unit out -of -service and reinstall the unit; followed by inspection by a qualified MEP engineer including an associated re-energization report addressed to the Owner's Project Manager. Project No.CICIOWA001 B 1/12/2018 Section 01 11 00 -Page 7 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 3.14 Electrical Work A. Unless otherwise specified, disconnect and reconnect rooftop mechanical units as required for lifting. Should the Contractor require that certain equipment be de -energized to perform the specified roof replacement work, and if the Owner agrees to allow de-energization, the Contractor shall provide associated materials, equipment, and qualified subcontractor labor to take the unit out -of -service and reinstall the unit; followed by inspection by a qualified MEP engineer including an associated re-energization report addressed to the Owner's Project Manager. B. Unfasten and reattach conduits for proper installation of the roofing system. C. Remove and replace uni-struts and all associated hardware at parapet -mounted conduits, as specified. 3.15 Support Systems A. Install non -penetrating support systems at rooftop piping and conduits as specified. B. Reuse and fasten existing vibration isolators to recycled plastic lumber sleepers, and Roof Section B mechanical units as shown/noted on the drawings. 3.16 Miscellaneous A. Coordinate roofing with temporary removal and reinstallation of security cameras. Mount base plates to roof pavers as noted on the drawings. 3.17 Quantity Allowances A. The bid and contract price shall include the following stipulated quantity allowances, to be adjusted by unit costs proposed by the Contractor at the time of bidding: C= 1. Tear off existing wet or damaged 2.5" extruded polystyrene C) n 1,'Eo SgJMMFeet insulation and install replacement insulation to match existin;—r z 2. Tear off existing wet or damaged tapered extruded polystyre!0n-.100 Squall flet insulation and install replacement tapered insulation to match fn = rw the existing gX O 3. Wire brush, clean, prime, and paint surface rusted galvanized c.+ steel decking a. Roof Section B 100 Square Feet b. Roof Section C 100 Square Feet C. Roof Section D 100 Square Feet d. Roof Section E1 300 Square Feet B. The value within the contract associated with each allowance item shall be separately listed on the schedule of values submitted with each application for payment. Refer to Division 01 administrative instructions for further information. - End of Section - Project No.CICIOWA001B 1/12/2018 Section 01 11 00 - Page 8 BENCHMARK, INC. ALTERNATES SECTION 01 23 00 PART ONE — GENERAL 1.01 Description A. Installation requirements and materials to be used in the Base Bid and the Alternates have been described on the drawings and in pertinent sections of the Bidding Documents. B. Method for stating the proposed contract sum is described in the Form of Proposal. C. The Owner may accept any, all, or no Alternates, at their sole discretion. The outcome of this decision shall not result in any modification to the bid pricing for the parts of the work awarded by the Owner. 1.02 Submittals A. Alternates described in this section are to be reflected on the Form of Proposal as submitted by bidders. Do not submit Alternates other than as described in this section. 1.03 Product Handling A. If the Owner elects to proceed on the basis of one or more of the described Alternates, make all modifications to the work required in furnishing and installing the selected Alternate or Alternates to the approval of the Owner's Representative and at no additional cost to the Owner other than as proposed on the Form of Proposal. PART TWO — PRODUCTS 2.01 Alternate Bid No. 1 - Add to Base Bid A. Incorporate all work described in the Bidding Documents associated with the Water Treatment Plant Roof Section C. 2.02 Alternate Bid No. 2 - Add to Base Bid A. Incorporate all work described in the Bidding Documents associated with theMater Treatment Plant Roof Section D. o m .: 2.03 Alternate Bid No. 3 - Add to Base Bid n—< x A. Incorporate all work described in the Bidding Documents ass o�-ed t't rn with top Vater 1 11 Treatment Plant Roof Sections E1 and E2. a PART THREE — EXECUTION 3.01 Advance Coordination 0 Ca A. Immediately after award of the contract or as soon thereafter as the Owner has made a decision on which, if any, Alternates will be selected, thoroughly and clearly advise all necessary personnel and suppliers as to the nature and extent of Alternates selected by the Owner. Alert those personnel and suppliers involved as to all changes in the work caused by the Owner's selection or rejection of Alternates. - End of Section - Project No. CICIOWA001B 1/12/2018 Section 01 23 00 - Page 1 BENCHMARK, INC. ALTERNATES SECTION 01 23 00 THIS PAGE INTENTIONALLY LEFT BLANK 0 m Z C-,) O� L 0 Project No. CICIOWA001B 1/12/2018 Section 01 23 00 - Page 2 BENCHMARK. INC. PROJECT ADMINISTRATION SECTION 01 30 01 PART ONE — GENERAL 1.01 Description A. This section outlines the administrative procedures and requirements in effect under this contract. The Contractor shall advise all their administrative personnel, field personnel, and subcontractors of the requirements of this section. B. If a given requirement of this section contradicts a requirement of the General Conditions or Supplementary Conditions, the General Conditions or Supplementary Conditions shall take precedence. PART TWO — PRODUCTS 2.01 No products are required in this section. PART THREE — EXECUTION 3.01 Project Meetings A. Preconstruction Meeting Preconstruction meeting will be scheduled after the Owner has issued notice to proceed. Attendance by authorized representatives of the Contractor, all major subcontractors, and the roofing manufacturer's field technical representative is required. The Owner's Representative will advise other interested parties and request their attendance, unless the specifications assign this responsibility to others. The Design Professional will provide an agenda, chair the meeting, and issue meeting minutes. 2. Minimum Agenda — Distribute data on and discuss: a. Organizational arrangement of Contractor's forces and personnel and of subcontractors, material suppliers, and Owner. N 0 b. Channels and procedures for communication. C) D� a C. Review of Contractor's preliminary construction schinMdingence �4 FM of critical work. arc— o+ s d. Scheduling of project meetings. C35 5 V :E to e. Status of submittals, shop drawings and other data4bbmitta bto the Owner for review. ca f. Invoicing procedures, schedule of values, unit prices, and quantity allowances. g. Contractor's daily reports and unit price work tracking/verification. h. Processing of field decisions and change orders. Rules and regulations governing performance of the work. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 1 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 Logistics, staging, access, parking, protection, rain day activities, interior responsibilities, and other related matters. k. Procedures for safety and first aid, security, emergency procedures, housekeeping, and other related matters. I. Manufacturer inspections and quality control M. Final inspection and project closeout n. Review of project manual and drawings B. Progress Meetings 1. Progress meetings will be scheduled by the Owner, in coordination with project scheduling milestones. Meetings will be scheduled with 7 -days notice to all parties. The Design Professional will provide an agenda, chair the meeting, and issue meeting minutes for those progress meetings where the Design Professional is in attendance. The Owner's Project Manager will provide an agenda, chair the meeting, and issue meeting minutes for those meetings where the Design Professional is not in attendance. 2. To the maximum extent practicable, the Contractor shall assign the same person or persons to represent the Contractor and major subcontractors at project meetings throughout progress of the work. Subcontractors, material suppliers, and others may be invited to attend those project meetings in which their aspects of the work are involved. 3. Typical Agenda a. Review, revise as necessary, and approve minutes of previoWmeeting. b. Review progress of the work since last meeting incluQrJLnJLztafg, of su"ittals for review. > --t n� r rn C. Identify problems that impede planned progress. �� rn r -y rn S - d. Develop corrective measures and procedures to rega jAnnW schQX- '7 e. Complete other current business. o 4. The proceedings of these meetings will be recorded by the Owner's Representative. Each required representative at the meetings, in addition to the Owner, will be furnished one copy of the meeting minutes. 5. The Owner's Representative conducting meetings, recording and distributing meeting minutes on behalf of the Owner will not be construed as coordinating or scheduling Contractor's work. 3.02 Submittals A. Submittal Requirements 1. Transmit each submittal with transmittal letter indicating: date, project title, project number, Contractor's name and address and description of content. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 2 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 10 2. Contractor shall submit one copy of required submittals to the Design Professional. Required submittals are listed in Section 01 33 24 - Schedule of Pre -Job Submittals. Contractor may provide submittals in electronic (PDF) format and electronically transmit to the Design Professional in lieu of a hard copy. 3. Submittal requirements are found here and in the technical sections of the specifications. Make submittals as required by the Contract Documents and revise and resubmit as necessary to establish compliance with the specified requirements. 4. Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify each item of the submittal to check that it conforms with the requirements of the Contract Documents. Certify this coordination has been performed by affixing the Contractor's signature to each submittal. 5. Format of submittals shall be either one (1) hard copy or one (1) electronic file in Portable Document Format (.pdf) format. Submittals provided in any other format may be returned to the Contractor without being reviewed. a. Submittals provided in hard copy format shall be organized in a three-ring binder, with a tab for each section of the specifications, as indicated on the schedule of pre -job submittals. All submittals required under each tab shall be placed in the same order as indicated on the schedule. A copy of the Contractor's transmittal letter shall be provided at the front of the binder. b. Submittals provided in electronic format shall be organized in the Portable Document Format (.pdf) file with a divider page for each section of the specifications, as indicated on the schedule of pre -job submittals. All submittals required under each tab shall be placed in the same order as indicated on the schedule. The Contractor's transmittal letter shall be provided as the first page of the document. Contractor shall not secure and password protect the electronic file. 0 6. Delays caused by tardiness in receipt of submittals, or cause y�ot vidinit, submittals in the specified format, will not be an acceptable b a r ensiothe contract completion date. n.< — -- -=tn 7. Review by the Design Professional will not be construed as a g6FRletiCheciti only that the general method of construction and detailing is satisfI . FWview Coot relieve the Contractor from responsibility for errors that may eMt 4Ao D o 8. The Owner reserves the right to delay the project start and/or withhold iayment until pre -job submittals are complete and reviewed. Submittal Schedule Contractor shall make each submittal allowing the Design Professional 14 calendar days of review time. All submittals shall be made far enough in advance of scheduled dates for installation to provide all time required for reviews, for possible revisions and resubmittals, and for placing orders and securing delivery. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 3 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 C. Shop Drawings and Coordination Drawings 1. Submitting shop drawings is a project requirement. Shop drawings are required for: a. Any proposed deviations from project drawings (submittal does not constitute approval). Clearly mark all such deviations as "proposed change to Contract Documents." b. Tapered insulation layout, cross sections of profiles, and fabrication. C. Sheet metal fabrication, metal type and gauge, joining methods, fastener types, fastener placement, and sealant joint installation. d. As required elsewhere in the Contract Documents 2. Shop drawings shall have the following attributes: a. All shop drawings shall be of sufficient scale to show all pertinent aspects of the item. b. Provide one copy of each sheet. C. Shop drawings shall show dimensions of fabricated items, joining methods, fastener type and frequency, and relationships of building components. d. Shop drawings shall show more detail, not less, than the Contract Documents. D. Manufacturer's Literature 1. Submit Manufacturer's literature for materials being incorporated into i& work: Where contents of submitted literature from Manufacturer includes di5 not p;ikinent to the submittal, clearly indicate which portion of the contents is beirto�%_Mrn§ id for r u ew. E. Samples Q. f r- 1. Samples need not be submitted for items specified by product-.Cr- roduct a' Manufacturer unless a decision is required regarding color, styp-gKfino. Saes shall be of the precise article proposed to be furnished. D o 2. Unless the precise color is specifically described in the contract documents, submit accurate color charts to the Owner's Representative for review and selection whenever a choice of color is available in a specified product. a. If providing electronic submittals, provide supplemental color charts and material samples for color selection under separate cover. Color selections will not be determined from electronic versions of color charts or samples, unless specifically allowed by the Owner's Representative. b. Unless otherwise specified, submit two copies or samples. 3. Submit other samples as called for in the individual specifications. Notice of Award/Guarantee Application 1. Submit copy of notice of award or guarantee application to the roof system Manufacturer. Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 4 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 When available, submit Manufacturer's written approval of notice of award or guarantee application. G. Substitutions 1. The contract is based on the standards of quality established in the Contract Documents. 2. Do not substitute materials, equipment, or installation procedures unless allowed by the Contract Documents, and then only after the Owner's Representative has provided written authorization. 3. Where the phrase "or equal" or "or Owner approved equal" occurs in the Contract Documents, do not assume alternative materials, equipment, or installation procedures will be approved as equal, unless the Owner's Representative has authorized the substitution. 4. The decision of the Owner's Representative will be final. H. Contact/Subcontractor List Submit contact list to the Owner's Representative. 2. The contact list shall include the following information for the Contractor and all subcontractors: a. Trade b. Company Name and Address C. Project Manager d. Field Supervisor e. Safety Manager Building Permit 1. The Contractor shall secure a building permit and arrange for all applicable third party services and inspections required by authorities having jurisdiction. The Contractor shall deliver to the Owner a copy of the final approval of the permit. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 5 f. Telephone Numbers CD m g. Fax Numbers s �C-> h. Cellular/Pager Number �rn brn i. E-mail Addresses j. Two 24 -Hour Emergency Contact Phone NumbersD o k. Safety Director 24 -Hour Emergency Contact Phone Number Building Permit 1. The Contractor shall secure a building permit and arrange for all applicable third party services and inspections required by authorities having jurisdiction. The Contractor shall deliver to the Owner a copy of the final approval of the permit. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 5 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 2. When applying for the building permit, the Contractor shall submit documentation of a stone -ballasting approval for the Water Treatment Plant — Roof Section A; pre - negotiated with the city by the Project Consultant. Project Consultant will furnish approval documentation to the Contractor for this purpose. J. State License Submit photo copy of Contractor's and Subcontractor's state license. 2. If the state in which the project is located does not license Contractors, the Contractor shall provide a letter of explanation with documentation. K. Payment Application and Schedule of Values 1. Submit proposed payment application and schedule of values to be used in project invoicing. 2. Payment application shall be provided on AIA Document G702, unless otherwise directed or approved by the Owner. 3. Schedule of values shall be provided on AIA Document G703, unless otherwise directed or approved by the Owner. 4. Schedule of values shall itemize the following, at a minimum (the total of all items shall equal the contract sum): a. Project Administration (submittals, Manufacturer support services, warranties, reporting, and closeout) b. Mobilization and Safety C. Roofing Materials d. Sheet Metal Materials N `= e. Demolition and Disposal (Itemize by Roof Section) f. Roofing Construction (Itemize by Roof Section) rn g. Sheet Metal Construction (Itemize by Roof Section) 3: h. Demobilization and Final Cleanup DVp o i. Individually list all Subcontracts and Value for Each j. Individually list all Quality Allowances and Value for Each (Itemize by Roof Section if requested by the Owner's Representative) k. Individually approved Contract Change Orders and Value for Each 5. Refer to Section 01025 Measurement and Payment for additional information pertaining to payment application and associated administrative procedures. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 6 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 L. No Asbestos Statement Contractor shall submit on letterhead, a written statement certifying that no products containing asbestos or asbestos-related materials will be used on this project. Include date, project, and project number on statement. M. Preconstruction Damage Report Prior to beginning the contract work, the Contractor shall inspect the site with the Owner and document any pre-existing damage to the interior and exterior. Report shall be generated using the form provided. 3.03 Review and Transmission of Submittals A. The Design Professional will review all submittals and indicate the following on the Schedule of Pre -job Submittals: "No Exceptions" This notation indicates the Contractor may proceed with fabrication or purchase of the item. 2. "Make Corrections Noted" This notation indicates the submittal is considered to be complete, if the Contractor agrees with and makes the noted corrections. If the Contractor does not agree with the noted corrections and wishes to make other changes not contemplated in the first review, then resubmittal is required. Otherwise, resubmittal is not required. 3. "Revise and Resubmit" Contractor shall make indicated changes necessary to comply with Contract Documents and review notes, and then resubmit. Make resubmittals as required prior to fabricating or purchasing items. 4. "Refected" Submittal does not comply with Contract Documents. Review project requirements and resubmit item. Make resubmittals as required prior to fabricating or purchasing items. B. The Design Professional will electronically transmit the reviewed submittals VAh any applicable comments to the Owner's Project Manager for review. T Owner7s Project Manager will then electronically transmit the reviewed submittals to Je[Desi ; Profenal, along with any additional comments or instructions. The Design ProTese •Ionamill them electronically transmit the reviewed submittals to the Contractor for 101.*nc& ad conal actions, as described. "t �rn arn a C. Make all revisions required by the Owner's Representative. If the Cda�torjqnsidmany required revision to be a change, the Owner's Representative shall b�V6-otifie�s provided for under "Changes" in the Owner -Contractor Agreement. r D. Show each drawing revision by number, date, and subject in a revision block on the drawing, make only those revisions directed by the Owner's Representative. E. When the submittal process has been completed for a given item, resubmittal for substitution of materials, equipment, or installation procedure will not be considered, unless accompanied by an acceptable explanation as to why the substitution is necessary. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 7 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 3.04 Construction Scheduling A. To assure adequate planning and execution of the work so the work is completed within the allowable performance period, and to assist the Owner in evaluating the progress of the work, prepare and maintain the schedules and reports described in this section and elsewhere in the Contract Documents. B. Construction Schedule Submittal 1. As part of the pre job submittal process, develop and submit a preliminary construction schedule. This schedule will be used at the preconstruction meeting. 2. The schedule shall be provided in a bar chart format with one activity listed in each row (from top to bottom), and one calendar day listed in each column (from left to right). 3. Activities shown on the schedule shall include, but are not necessarily limited to: a b. C. d. e. f. 9• h. L j - k. I. M. n. o. Submittals, shop drawings, and samples, and 14 calendar day review period by Owner's Representative. Preconstruction meeting Procurement of equipment and materials Project mobilization and safety setup Interior protection Roof construction (itemize by roof section) Sheet metal Miscellaneous work O Pr= n -< Final cleanup �c Substantial completion o'� Final inspection by Manufacturer L D Final inspection by Owner and Owner's Representative Punch list completion Project closeout/warranties Final completion �a C2 Ar 4. Following the preconstruction meeting, Contractor shall revise the schedule within seven (7) business days, and resubmit to the Owner's Representative. Following review and approval by the Owner's Representative, Contractor shall distribute the schedule to all interested parties. Work may not begin until the schedule is approved by the Owner's Project Manager. Project No. CICIOWA001 B 1/12/2018 Section 01 30 01 - Page 8 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 5. Contractor shall update the schedule and furnish to the Owner's Representative at two-week intervals throughout the project. 3.05 Progress Reporting and Unit Price Work Documentation A. The Contractor shall complete a daily progress report. Progress reports shall be generated using the form provided, to provide a continuous record of the progress of the work. B. Contractor shall complete one form for each workday, including work days canceled or shortened due to weather, material shortages, or labor conditions. C. Forms shall be legibly filled out in ink with all pertinent items completed. D. Progress reports are to be filled out on a daily basis by the Contractor's job site representative, who shall be in a supervisory position. The Owner's Representative shall receive all progress reports on a weekly basis. Provide one (1) hard copy or an electronically transmitted Portable Document Format (.pdf) file. E. The Owner reserves the right to withhold payment for lack of required progress reporting. F. Where the Contract Documents require specific parts of the work to be performed on a unit price basis, the Contractor shall document expended quantities on a daily basis, and obtain verification and signature by the Owner's Representative where indicated. Where the Contract Documents define quantity allowances for specific unit price work, a running total shall be maintained by the Contractor for each unit price work item, as indicated on the progress report form. Provide supplemental documentation of unit price work quantities and locations, as may be required by the Owner's Representative, and attach to the progress reports as instructed. The Owner reserves the right to deny reimbursement for unit price work if the Contractor fails to provide the specified documentation. 3.06 Changes to the Work A. All changes to the work shall be documented with Change Directives, approvewn writing by the Owner, Contractor, and Roofing Consultant (Owner's Representatii5). m 3.07 Project Closeout A. Project Completion ( n �m a 1. When the Contractor is complete, Contractor shall: O�K Y O a. Submit written certification to the Owner through the Owner's Raresentative that the project, or designated portion of the project, is complete and ready for inspection. b. Submit list of major items to be completed or corrected. C. Submit written certification that the Manufacturer has inspected the roof and that it complies with all provisions for issuance of the warranty. 2. Owner and/or Owner's Representative will make an inspection within 10 days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 9 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 3. If Owner's Representative considers the work to be complete: a. Owner's Representative will prepare and submit to Contractor a Completion Punch List, listing all items to be completed or corrected as determined by the inspection. b. Contractor shall then complete work listed for completion or correction, sign the Completion Punch List forms, and return one (1) signed hard copy or an electronically transmitted Portable Document Format (.pdf) file to the Owner's Representative. 4. If Owner's Representative considers the work not to be complete: a. The Owner's Representative will notify Contractor in writing stating reasons. b. Contractor shall then complete work and send second written notice to Owner's Representative certifying that the project is complete. C. Owner's Representative will reinspect work within 10 calendar days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. Consultant (Owner's Representative) will then prepare and submit to Contractor a completion punch list. d. Contractor shall then complete work listed for completion or correction, sign the Completion Punch List forms, and return one (1) signed hard copy or an electronically transmitted Portable Document Format (.pdf) file to the Owner's Representative. B. Completion Inspection 1. At the discretion of the Owner and the Owner's Representative, the Owner's Representative may make a final inspection within 10 calendar days afW receipt of the signed Completion Punch List. Contractor shall provide access to roofs for inspection, where a permanent means of access does not exi4 n ` -n q 2. If Owner's Representative considers the work to be finally comp( in eecord with the requirements of the contract documents, Owner's Repramntati will est Contractor to make project closeout submittals. �m = C:)= 0 3. If Owner's Representative does not consider the work to be fineom*te: CD s^ a. Owner's Representative will notify Contractor in writing stating reasons. C. Contractor shall take immediate steps to remedy the stated deficiencies and shall send written notice to Owner's Representative certifying that work is complete. Owner's Representative will reinspect work within 10 calendar days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 10 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 C. Reinspection Costs 1. If Owner's Representative is required to perform a second (or subsequent) inspection(s) because of failure of work to comply with certifications of Contractor, Owner will deduct amount for additional inspection services from final payment to Contractor. D. Closeout submittals shall be one (1) hard copy, or an electronically transmitted Portable Document Format (.pdf) file consisting of the following: 1. Warranties, Manufacturer's punch lists, and documentation of punch list completion as required by Section 01 78 36 - Warranties. 2. AIA G706 - Contractor's Affidavit of Payment of Debts and Claims. 3. AIA G706A — Contractor's Affidavit of Release of Liens, including supporting documentation from the Contractor, Subcontractors, suppliers, and others who may have lien rights against the Owner. 4. Evidence of payment and release of liens from the Contractor, subcontractors, and suppliers. 5. AIA G707 — Consent of Surety to Final Payment 6. Evidence that the jurisdictional authorities that issued permits have accepted the project and closed -out the respective permits. 7. Final adjustment of accounts including: a. Original contract sum b. Additions and deductions resulting from (if applicable): 0 1) Previous Change Orders o 2) Adjustment of Contract Allowances m 3) Unit Price Work r D, (n 4) Other adjustments? W Y o 5) Deductions for uncorrected work t 6) Deductions for reinspection payments 7) Deductions for actual damages C. Total contract sum as adjusted d. Previous payments e. Sum remaining due E. Owner's Representative will prepare final Change Order, reflecting approved adjustments to contract sum not previously made by Change Order. Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 11 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 3.08 F. Final Application for Payment 1. Contractor shall submit final application in accordance with conditions of the contract. Workmanship Warranty Inspection A. After 18 months, the Contractor shall attend an inspection of the roofs included in this project, if requested by the Owner or Owner's Representative. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. - End of Section - Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 12 N O_ (7 Teh m s "ji -iC'? :gym a rn S D p r. Project No. CICIOWA001B 1/12/2018 Section 01 30 01 - Page 12 PRECONSTRUCTION DAMAGE REPORT Project: 2018 Roof Improvements Contractor: Water Distribution Facility 1306 S. Gilbert Ct. Iowa City, Iowa 52240 Project No.: CICIOWA001C Date: Owner: City of Iowa City Anticipated Water Division Start Date: 410 E. Washington St. Iowa City, Iowa 52240 Upon inspection of the above-mentioned premises, we are in agreement that existing visible damage to the facility consists of the following: (Itemize damages, listing item descriptions, quantities, locations, and extent of damages. Provide photo or video documentation where appropriate and authorized by the Owner). INTERIOR: EXTERIOR: N O The above-mentioned items should be excluded from any future claims for damages related to the construction project. OWNER: Date: Photo or video documentation provided ❑ Yes ❑ No CONTRACTOR: Date: THIS PAGE INTENTIONALLY LEFT BLANK N O m -:<n, �� a an � o r PRECONSTRUCTION DAMAGE REPORT Project: 2018 Roof Improvements Contractor: Water Treatment Plant Roof Sections A - E 80 Stephen Atkins Dr. Iowa City, Iowa 52240 Project No.: CICIOWA001C Date: Owner: City of Iowa City Anticipated Water Division Start Date: 410 E. Washington St. Iowa City, Iowa 52240 Upon inspection of the above-mentioned premises, we are in agreement that existing visible damage to the facility consists of the following: (Itemize damages, listing item descriptions, quantities, locations, and extent of damages. Provide photo or video documentation where appropriate and authorized by the Owner). INTERIOR: EXTERIOR: Cl)� �, r 3 9 The above-mentioned items should be excluded from any future claims for damages related to the construction project. OWNER: CONTRACTOR: Date: Date: Photo or video documentation provided ❑ Yes ❑ No THIS PAGE INTENTIONALLY LEFT BLANK Page 2 ro m o n co t. Cl)� �, r =;C-) :<m m rn a *= w v o .r THIS PAGE 12Yd42Y1[a]2/_14AA LEFT BLANK N d O m nr _ LT CJ �r a1 3�- I,1 rn_ off. a .o � o DAILY PROGRESS REPORT Project: 2018 Roof Improvements Water Treatment Plant Roof Sections A - E 80 Stephen Atkins Dr. Iowa City, Iowa 52240 Project No.: CICIOWA001C Owner: City of Iowa City Water Division 410 E. Washington St. Iowa City, Iowa 52240 Date: Day: S M T W TH F S Weather: CLEAR P/C OVERCAST RAIN FOG Temperature: 0-31 32-40 41-60 61-80 81-100 100+ Wind: STILL LIGHT MODERATE HIGH Humidity: DRY LIGHT MODERATE HUMID Entity Trade Hours Worked Start Time Stop Time [General Contractor] [e.g. Roofing Contractor] [Subcontractor A] [e.g. Sheet Metal] [Subcontractor B] [e.g. Plumbing] [Subcontractor C] [e.g. Mechanical] Unit Price Description Unit Quantity Quantity Owner (Quantity Allowance Today To Date Verified: Add/delete wood nailer Per board foot No Q.A. Remove and replace wood nailer Per board foot No Q.A. Add/delete plywood Per square foot c No Q.A. Remove and replace plywood Per square foot o c. No Q.A. c a Tear off existing wet or damaged 2.5" Per square foot extruded polystyrene insulation and install (1,152 square feet) replacement insulation to match the ren kyr existing Tear off existing wet or damaged tapered Per square foot extruded polystyrene insulation and install (100 square feet) Jr replacement tapered insulation to match the existing Wire brush, clean, prime, and paint surface Per square foot rusted galvanized steel decking (100 square feet — Roof Section B) (100 square feet — Roof Section C) (100 square feet — Roof Section D) (300 square feet Roof Section E1 Install additional specified stone ballast as Parton required to meet the specified weight (No Q.A.) Add/delete precast concrete ballast paver Per paver on pedestals (No Q.A.) Add/delete EPDM walkway pad Per walkway pad No Q.A. Page 1 Type of Roof System: Roof Section(s) Worked on: Materials Delivered Today: Total Squares Installed Today: Comments: Contractor Representative: Title: Page 2 K, INC. CICIOWA001C City of Iowa City 2018 Roof Improvements Water Treatment Plant & Water Distribution Facility Iowa City, Iowa SCHEDULE OF PRE -JOB SUBMITTALS SECTI- This review is only for general conformance with the design concepts and informal! given in the Contract Documents, and does not relieve the Contractor of responsibi conformance with the Contract Documents and applicable Codes; all of which have priority over the submittals. Contractor shall be responsible for accuracy and completeness of submitted information. Corrections or comments made on the sub by the reviewer do not relieve the Contractor from being responsible for compliancf the Contract Documents. Review of a specific Item does not constitute review of at assembly of which the item is a component. The Contractor is responsible for dimensions to be confirmed and correlated at the job site; for Information that perta solely to the fabrication process or to means, methods, techniques, sequences, an( procedures of construction; for coordination of the work of all trades; and performin work in a safe and satisfactory manner. REVIEWED BY: DATE: tall submit transmittal letter and all items listed in the schedule in accordance with Section 01 30 01 - Project Administration, allowing 14 days for Representative. tall clearly indicate which information on each submittal is pertinent to the project. call refer to Section 01 30 01 - Project Administration and submittal requirements in each specification section for additional information. IERAL REQUIREMENTS Project Administration Submittal"X"2 If 3 Includ 1 ed I No I Make Corrections I Revise and Rejec 4options Noted Resubmit 0 Notice of Award or Guarantee Application to Roofing=� Manufacturer 1 Manufacturer's Approval of Notice of Award or Guarantee Application n ContactlSubcontractor List 17T W' Building Permit Copy of Contractor's State License Proposed Schedule of Values for Invoicing O Construction Schedule No Asbestos Statement Preconstruction Damage Documentation :ICIOW A001 B 1/12/2018 Section X, INC. SCHEDULE OF PRE -JOB SUBMITTALS SECT] Submittal "X" If Included No Make Corrections Revise and Role( 1 2 3 4 5 No I Noted Resubmit DD, PLASTICS AND COMPOSITES RMAL AND MOISTURE PROTECTION of Exlstina Roof Insulation Roof Board Insulation -,�l-< -r Ballasted Ell Elastomeric Membrane Roofing --a In C� Contractor Approval Letter from Manufacturer -G Manufacturer's Literature — Z List of Materials -7C Shop Drawing For Proposed Temporary Water Cutoff 5 Ib. Stone Ballast Sample if Additional Ballast is Needed ;ICIOWA001 B 1/12,2018 Section K. INC. SCHEDULE OF PRE -JOB SUBMITTALS SECTI .General Information - Transmittal No. IAction Submittal "X" If Included No Make Corrections Revise and Reje� 1 2 334 5 Exceptions Nteod I Resubmit Sheet Metal and Trim SHIES Steel Deck Distribution - Contractor - ProectManager Client - Project Manager Benchmark - Project Manager Benchmark - Field Consultant Benchmark - Project File ICIOWA001 B 1/12/2018 Section N O_ O >n m A •1 D -I Z C-)—< —f C7 :fira rn m D p r ICIOWA001 B 1/12/2018 Section SCHEDULE OF PRE -JOB SUBMITTALS nal 11:1699_19721 INTENTIONALLY ■212111111c7A_VICI SECTI No I Make Corrections I Revise and I Reje< :I C I OW A001 B 1/12/2018 Section N O_ : O 3. m rn 7 O a :I C I OW A001 B 1/12/2018 Section BENCHMARK, INC SPECIAL PROJECT PROCEDURES SECTION 01 3513 PART ONE - GENERAL 1.01 Description A. This section is intended to assure adequate planning and execution of the project, to maintain proper facility security and to assist the Owner with eliminating workplace hazards, production disruptions, product damage, and inconvenience. B. The following aspects of the project shall be executed as described in this section, unless otherwise authorized in advance by the Owner's Project Manager: 1. Coordination with Facility Operations 2. Temporary Facilities and Utilities 3. Staging Areas 4. Roof Protection 5. Roof Damage Control 6. Access and Logistical Requirements 7. Interior Activities 8. Relocation of Building Contents 9. Temporary Supports 10. Fume/Dust Control 11. Protection of Rooftop Units N 12. Work Hours C) m 13. Noise Control D= t 14. Security Requirements _Ga' e��9 rn m 1 � � 15. Rain Day Activities t s (� 16. Labor Forces and Completion of Work o on 17. Employee Conduct 18. Miscellaneous Facility Requirements C. The Contractor shall advise all administrative and field personnel, Subcontractors, and material suppliers of the requirements of this section. D. Any delays experienced due to the Contractor's negligence in providing proper notifications and coordination shall be at the Contractor's expense. E. If any conflict should arise over a specific provision of this section, the Owner's decision shall be final. Project No. CICIOWA001 B 1/12/2018 Section 01 35 13 - Page 1 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 Coordinate the requirements of this section with related requirements specified elsewhere in the Contract Documents. Immediately inform the Owner's Representative of any conflicts. G. Refer to related information on the drawings. 1.02 Qualifications of Project Supervisors A. Individuals supervising the work included in this specification section shall be competent and qualified persons. B. Contractor shall have a foreman or superintendent present on the project site throughout the entire construction project, who is fluent in the English language (both written and verbal), and is capable of clear communications with all crew members, tenants, and Owner's Representatives. 171:1iCAMO D9M61911191111141 2.01 Not Used PART THREE - EXECUTION 3.01 Coordination with Facility Operations A. The Contractor shall note that the building will be occupied and in use at all times during this work. The Contractor shall provide and maintain all OSHA or Owner required danger signs, guards, and/or obstructions necessary to protect the public and workers from dangers associated with the work. B. Coordinate all work throughout the duration of the project as to minimize disruption of facility operations. C. The Owner receives chemical deliveries each Wednesday; time of day varies f n week -to - week. Refer to notes on drawings for locations where these activities jf�ect theiproject work areas. Coordinate work with Owner's receipt of deliveries. Mf: D. Schedule and coordinate all aspects of the work to maintain the buildinoQrg tof*y wa rtight condition, no exceptions. -;1�- rn �m a AP E. Contractor shall provide a minimum of 48 -hours notice for all activities r ng &9ordiAPAn or action on the part of all Owner's Representatives. y, o csa 3.02 Temporary Facilities and Utilities A. Temporary facilities provided by the contractor shall include, but are not limited to: Utilities such as heat, water, electricity, and telephone as required. 2. Contractor's facilities. 3. Temporary sanitary facilities. Project No. CICIOWA001 B 1/12/2018 Section 01 35 13 - Page 2 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 B. Project Requirements 1. Contractor shall fumish all required electricity by using portable generators. Locate generators away from office and control room occupancies, or provide noise suppression equipment. 2. The on-site project supervisor shall carry a reliable cellular phone on the project site at all times. Contractor shall provide temporary sanitary facilities in the quantity required for use of all personnel. Maintain in a sanitary condition at all times. A. WTP: Locate on the roof. Secure to prevent movement from wind. B. WDF: Locate within the fenced back yard where directed by the Owner. C. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. D. Remove all such temporary facilities and controls as rapidly as progress of the work will permit or as directed by the Owner's Representative. E. In situations where the Contractor uses an Owner -supplied power source, the Contractor remains responsible for completing all work on a daily basis should an outage occur. 3.03 Staging Areas A. Contractor shall perform all material storage and staging activities within those locations approved by the Owner's Representative. B. Refer to roof plan drawing for allowable staging and parking areas. r, O C. Contractor shall prohibit traffic on any adjacent roof areas not includery the cfttractb the Owner's discretion, any damage to adjacent roof areas caused by the VEIRacls shall repaired by an approved applicator at no additional cost to the Owner. n� '-- D. Unless otherwise noted on the drawings, roads and doorways shall rerutrC-) rn opAnyrn exceptions require advanced approval by the Owner's Project Manager.— v 1. When approved by the Owner's Project Manager, building entres shay be blocked -off when pedestrians could be endangered by the overhead co(&ruction activities or adjacent ground level staging operations. Where blocking of entrances is not approved, provide alternative pedestrian protection as approved in advance by the Owner's Project Manager. E. Contractor shall not block access to dumpsters, and shall maintain safe clearance from all equipment, tanks, and valves. F. Contractor shall implement measures to protect the staging areas from damage. At the Owner's discretion, any damage to staging areas caused by the Contractor shall be repaired to match the pre-existing conditions at no additional cost to the Owner. G. Furnish and install barricades and signage as noted on the drawings around all ground level staging areas, equipment, and materials. Project No. CICIOWA001B 1/12/2018 Section 01 35 13 - Page 3 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 H. Roofing materials storage will be allowed in designated Contractor staging or parking areas, or may be loaded on the roof. Storage locations and methods shall meet specified requirements and materials must be properly protected and secured. The site has security gates at all access roadways, but Owner shall not be liable for damage or theft of materials or equipment stored anywhere on the project site. 3.04 Roof Protection A. Contractor shall install temporary walkways on all adjacent roof areas not in the contract, where equipment, materials or personnel are loaded onto or traverse over the roof system. The Contractor shall coordinate proposed walkway locations in advance with the Owner's Project Manager, and obtain approval, prior to installing the temporary walkways. B. Prior to exposing the adjacent roof surfaces to construction traffic, 4' -wide traffic pathways shall be established and protected as specified. All traffic shall be physically restricted to the designated pathways using railings, warning lines, fencing, or similar method. . C. The pathways shall be constructed by cleaning of the membrane, inspecting the membrane and alerting the Owner's Project Manager of any damage, covering the membrane with 1" extruded polystyrene insulation, covering the polystyrene with 3/4" plywood, and strapping the plywood joints with fastened metal strips. D. When the pathways are no longer required, the roof protection materials and any remaining project debris shall be removed. The Owner's Representative will then inspect the membrane and the Contractor shall repair any damage noted to the satisfaction of the Owner. E. Failure to comply with these procedures will result in loss of adjacent roof access privileges. At the Owner's discretion, any damage to adjacent roof areas caused by the Contractor shall be repaired by an approved applicator at no additional cost to the Owner. 3.05 Roof Damage Control A. Contractor shall be responsible for protection of new and existing roq-qurtacesfrom construction traffic damage. mac? a "n )>-,qz B. Contractor shall inspect all areas on a daily basis, and repair any are53'of dapge tMe leaving the job site that day. --4rn- -<r*t a M S M _ (7 3.06 Access and Logistical Requirementsx D A. Protect the building from staining or damage where ladders, scaffolding, chuvaa, and hoists are set up against the building. B. Roof access for Contractor's personnel shall be via the building exterior, unless otherwise approved by the Owner's Project Manager. C. Ladders must be removed and secured on a daily basis. D. If a crane is used, blocking of roadway areas may be required. Coordinate 48 -hours in advance with the Owner's Project Manager. Contractor shall provide associated barricading, traffic control, and pedestrian protection. E. Roofing personnel shall not enter the building, except to perform their contractual duties after coordination with the Owner's Project Manager. Project No. CICIOWA001B 1/12/2018 Section 01 35 13 - Page 4 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 F. Provide protection and cleaning of all catwalks, stairwells, hallways, floor surfaces, raised surfaces and equipment, and any other interior areas approved for access. G. Contractor employees shall be required to wear clean footwear whenever inside the building. H. The Owner reserves the right to revoke interior access privileges if Contractor fails to maintain housekeeping or observe other Owner requirements. If interior access privileges are revoked, the Contractor shall provide alternative means of access to work at no additional cost to the Owner. The use of Owner's facilities, such as washrooms or breakrooms, will not be allowed. J. Contractor shall only park in Owner -approved areas, as shown and noted on the drawings. K. Contractor is responsible for all of their employee's parking. 3.07 Interior Activities A. Contractor shall provide and maintain Owner -approved interior activities during all work that could potentially result in debris or construction materials entering the building, or whenever building occupants could be in danger. B. Contractor shall coordinate all work with the Owner's Representative to allow coordination and adequate notification to building occupants. C. Contractor's competent person shall be capable of fluent conversation with facility employees, the Contractor's employees, and any Subcontractor's employees. D. Contractor shall provide interior personnel and the rooftop supervisor with two-way radios. Interior personnel and the rooftop supervisor shall maintain full radio contact at all times that the Contractor is inside the building. E. Contractor shall follow these additional requirements at a minimum: N O 1. Areas of Deck Replacement or Roof Openings oo o c, r— s a. At any time that the deck requires removal or an openi�7' ill t7�creat�he Contractor shall first provide a competent person to bac a Q(f the i tenor floor a safe distance out from the roof work area(s), provide]gnin99,,,s__ignaonitor the interior activities, notify employees of overhead haxd[e refficict/c�nate access within the barricaded area, and manage house 9.%0 C2 b. Work may only occur when the barricaded area is clear of building occupants. C. Immediately upon replacement of the decking or closing the opening, the Contractor shall sweep down all floor areas, clean off all elevated areas and equipment, properly dispose of the debris, and remove all barricades. Contractor shall immediately notify the Owner's Representative when complete. 2. Areas Without Deck Replacement or Roof Openings a. Whenever debris or construction materials could enter the building, or whenever building occupants could be in danger, Contractor shall provide a competent person to monitor interior activities, notify employees of overhead hazards, and manage housekeeping. Project No. CICIOWA001B 1/12/2018 Section 01 35 13 - Page 5 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 0135 13 b. Prior to the end of each days work, the Contractor shall sweep down all floor areas, clean off all elevated areas and equipment, and properly dispose of the debris. 3.08 Relocation of Building Contents A. Contractor shall provide Owner a minimum of 48 -hours notice to relocate building contents. B. Relocation of building contents is at the discretion of the Owner. No additional cost will be incurred by the Owner in the event building contents cannot be moved. C. The Owner will relocate building contents as required to accommodate roofing operations. Contractor shall provide daily progress communications, and coordinate at least 48 -hours in - advance with the Owner. Lack of advance planning and coordination may result in roofing delays. 3.09 Temporary Supports A. The Contractor shall completely and adequately support all conduits, piping, mechanical units, and other rooftop equipment, prior to removal of the existing supports. Temporary supports shall consist of steel frames and steel or wooden supporting members under the items being supported. Chains or cable supports will not be allowed. B. At the discretion of the Owner, any damage caused by the Contractor during temporarily supporting the rooftop items shall be repaired at no cost to the Owner. 3.10 Fume/Dust Control A. Contractor shall provide the Owner's Project Manager with 48 -hours' notice prior to beginning any fume and/or dust producing materials or processes. B. The Contractor Is responsible to provide charcoal filters for air intake ducts, HVAC units, or lir pumps on the building, and/or a temporary flexible duct to allow the mechanio air intake systems to pull air from an area away from the level of the fumes or dust, astanstruction related odors are not allowed into the building. o 3.11 Protection of Rooftop Units p4 A. Prevent dust and airborne debris from collecting in and on equipmenrapgjpg thFn equipment with plastic sheeting in advance of tear -off. Promptly rem a pl§stic no longer needed. When covered, shut -down mechanical equipment. CSoAnat4.Shut n with the Owner's Project Manager. 7 0 (L^l 3.12 Work Hours A. Work hours shall be 7:00 a.m. to 10:00 p.m., Monday through Friday. Weekend work hours may be requested at least 48 -hours in advance, and require approval of the Owner's Project Manager. B. Performance of any work that takes rooftop equipment out of service must be coordinated with the Owner's Project Manager a minimum of 48 -hours prior to start of the work, and be authorized by the same, prior to proceeding. Project No. CICIOWA001 B 1/12/2018 Section 01 35 13 - Page 6 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 3.13 Noise Control A. Owner will accommodate noise producing construction activities. Provide 48 -hours notice to allow the Owner's Project Manager ample time to make notifications and arrangements. B. Generator usage shall not result in disruption of office and/or control room operations. Locate generators away from office and control room occupancies, or provide noise suppression equipment. 3.14 Security Requirements A. The Owner will provide the Contractor with two access cards for the North Gate. B. The South Gate automatically closes and locks at 5:00 p.m. Coordinate with the Owner's Project Manager 48 -hours in advance if alternative arrangements are required to accommodate extended work hours for Roof Section C. C. Foreman/Superintendent shall check-in with the designated Owner's Representative at the start of each workday, and provide a list of Contractor and any subcontractor personnel that will be working on site that day. 3.15 Rain Day Activities A. The Contractor shall visit the project site on all rain days and make all necessary corrections to ensure watertightness of the building and roof system, and proper protection of all materials. B. The Contractor's representative shall contact the Owner's Project Manager prior to leaving the project site on such days. 3.16 Labor Forces and Completion of Work A. The project shall be fully staffed with qualified and trained personnel at all times. N B. Once established, the crew size shall not be reduced by more than 20% withoseprior approval of the Owner. o �_ a C. All work shall be completed within two (2) weeks of the last day of feel bt pe immtion, and before the required completion date. . lC a' T_ r— M 3.17 Employee Conduct o v A. All Contractor employees shall conduct themselves in a professional rri:hner atoll times. f:. B. Tobacco use, including smoking, e -cigarettes, or chewing tobacco, shall not occur anywhere on the Owner's property. 3.18 Miscellaneous Facility Requirements A. The Contractor shall maintain on-site internet access to live weather radar at all times during construction and be aware of forecast and/or development of weather systems that may affect the project. - End of Section - Project No. CICIOWA001B 1/12/2018 Section 01 35 13 - Page 7 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 THIS PAGE INTENTIONALLY LEFT BLANK a rn CD C—' a ...e y-4 n y at? o cp Project No. CICIDWA001 B 1/12/2018 Section 01 35 13 - Page 8 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 PART ONE — GENERAL 1.01 Description A. Work Included: To assure the work site environment is safe for the employees of all Contractors, Subcontractors, Consultants, Manufacturer's Representatives, Owner's Representatives, and building occupants, this section has been written to identify and emphasize the importance of safe working conditions. If any conflict arises over a specific provision or rule, the laws and rules governing that specific location shall be followed. B. The Contractor shall be solely responsible for construction project safety. 1.02 Related Work A. Additional safety-related items may be found elsewhere in the contract documents. 1.03 Standards A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. Occupational Safety and Health Act of 1970. State, County, and City requirements, as applicable. 1.04 Quality Assurance A. Per OSHA 29 CFR 1926.20(b), the Contractor shall make frequent and regular job site safety inspections to ensure compliance with all applicable standards and site-specifoafety requirements. o m B. The first inspection shall be performed no later than the first week of thVFmjeo9. Afterthe first inspection, subsequent inspections shall be performed a minimunQr'everRirty days, or as required by the standard. rn C. A qualified person designated by the Contractor, who has the authorizo t& pr corrective measures, shall perform all inspections. This may be ane yee o'the Contractor or a Subcontractor. Proof of the qualified person's education, training, and qua ations must be provided for verification, upon the request of the Owner's Representative. D. The Contractor's qualified person making safety inspections shall prepare a report for each job site safety inspection. The Contractor shall submit each report to the Owner's Representative within five (5) calendar days of the inspection. E. Contractor shall have sole responsibility for maintaining the job site in compliance with all applicable regulations, Owner requirements, and the Contractor's pre -job site safety plan/assessment. This responsibility shall apply whether or not the Owner or Consultant is present on the job site. F. Contractor shall appoint a competent person to be present at all times on the project site, who shall have authority to make decisions regarding safety and health issues on the Contractor's behalf. The competent person shall speak Fluent English, and must be able to communicate with Contractor's employees, Subcontractor's employees, and Owner's employees. Project No. CICIOWA001B 1/12/2018 Section 01 35 24 - Page 1 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 G. The Contractor's competent person, Owner, or Owner's Representative shall all have the authority to stop any witnessed unsafe work practices. H. At a minimum, Contractor shall maintain Safety Data Sheets (SDS) at the job site in accordance with OSHA requirements. One full copy of SDS shall be located on the roof, in addition to other copies that the Contractor maintains on site. 1.05 Submittals A. Contractor shall submit a pre -job site safety plan/assessment, which is prepared by the Contractor's qualified safety professional. This plan/assessment shall outline specific safety considerations for each individual section or level of roof included in the project. Examples of items that shall be included in the safety plan/assessment include: 1. Laydown/staging areas 2. Crane/hoist 3. Setup/material storage 4. Fall protection 5. Skylights and roof openings 6. Hot work/fire protection tN 7. Pedestrian/vehicular safety CIO 8. Interior safety C-) z 9. Any other pertinent, site-specific issue(s) not listed 4 C-) r <m a B. Contractor shall submit SDS for all construction materials and other sut8aoces�o be 0 on the project. D O 1. Benchmark's review of the Contractor's SDS submittal is for general coho'rmance only. Contractor shall be responsible to ensure that the set of SDS is complete, up to date, and accurate. 2. After completion of the pre -job submittal process, Contractor shall accurately maintain all sets of SDS on the project site with updated SDS when issued by the Manufacturer(s), or if materials or substances are brought to the project site that were not anticipated prior to the job start. PART TWO — PRODUCTS 2.01 Materials and Equipment A. General: Contractor shall supply all necessary materials and equipment required to complete the work in a manner consistent with a safe work site and as required by regulatory agencies. Project No. CICIOWA001 B 1/12/2018 Section 01 35 24 - Page 2 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 B. All equipment used on the project shall be in safe operating condition and shall be maintained in a safe condition for the project duration. Equipment found to be unsafe or in disrepair shall be repaired and made safe or shall be removed from the job site and replaced, if necessary, at no cost to the Owner. C. Disposal of any solvents, containers, and other regulated materials shall meet all applicable laws. PART THREE — EXECUTION 3.01 General A. The specified safety requirements are broad in nature, by design. The Contractor shall augment the information contained in this section as necessary; with more specific information from OSHA, Owner's safety requirements, material and equipment Manufacturers' safety recommendations, and roofing industry requirements and standards. 3.02 Contractor Employee Training A. Contractor shall provide adequate training for employees to ensure their safety and the safety of others on the project site. Contractor shall provide instruction in the proper operation of power tools, hoisting equipment, and other pieces of equipment employees will be required to use in completion of the work. B. Contractor shall ensure each worker is aware of job and site specific hazards and of the safety precautions appropriate to each. C. Contractor shall present a safety and loss prevention orientation program to each new employee before that employee starts work. o D. Contractor and Subcontractors shall inform their employees of all safe hath rump pertaining to their particular job. yam, z E. Contractor and Subcontractors shall inform their employees of locatioar0usof saf devices such as first aid kits, phones, fire extinguishers, etc. , M Z5:700 F. Contractor shall implement a regular system of work inspection to deteg_Wc`or�r , ect hazardous conditions, safety rule violations, and unsafe working practice's. o G. Contractors and Subcontractors performing construction, renovation, demolition, installation, maintenance or repair operations in or on City of Iowa City Water Treatment Facilities property are responsible for ensuring that all of their employees, including subcontractor employees, attend and pass the Contractor Orientation Program (COP) prior to starting work. The purpose of the COP is to orient the contractor's staff of on-site safety concerns during the project and to comply with OSHA regulation 29 CFR 1926 Subpart -C. This orientation program has been developed regarding operational and safety issues specifically at the City of Iowa City Water Treatment Facilities. Computer Based Training can be taken at the Cedar Rapids Kirkwood Continuing Education Training Center at 101 50th Ave SW, Cedar Rapids, IA 2404 or Kirkwood Regional Center at the University of Iowa Campus at 2301 Oakdale Blvd, Coralville, IA, Room 126 by appointment only made at least 24 HRS in advance. Project No. CICIOWA001B 1/12/2018 Section 01 35 24 - Page 3 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 To register and reserve a time slot please contact either • Roxann at (319) 398-5678 Roxann.Foley@kirkwood.edu • Marie at (319) 398-5893 Marie.Gorton@kirkwood.edu Online based training is available at www.gatefeed.com or by calling Gatefeed at (312) 467- 9884. Contractors are asked to pay for assessments at the time of scheduling over the phone by credit card, or at the time of service. If a purchase order is required, please call 319-398- 5893 with your account information. Currently the fees for testing are $35 dollars. Replacement cards are issued for a $15 fee. Please note that the Contractor Orientation Course is only available in an English-language version. If the contractor or subcontractors have any non-English speaking employees, the employer is responsible for providing translation of the training material for their employees. Contact Kirkwood Community College in advance to make the appropriate arrangements if this is necessary. 3.03 Accident Investigation and Reporting A. Investigating and reporting of accidents is necessary for all Contractors and Subcontractors. An accident investigation and report shall be immediately made by the Contractor's designated competent person on site. Contractor shall provide to the Owner's Representative a copy of the completed Accident Report, Employer's First Report of Injury or Illness, or such other similar reports required by federal, state, county and municipal or local safety laws. All reporting and record keeping requirements shall be in accordance with OSHA regulations. B. Perform investigation and reporting of accidents as required by the Owner's safety requirements and policies, where applicable. 3.04 First Aid A. Contractor and Subcontractors shall be responsible for providing first aid and r)odical treatment for their employees. The names, addresses and telephone aumberQf Contractor's and Subcontractors' doctors, hospital and ambulance sersh*_be conspicuously posted, as required by law. c B. A suitable first aid kit shall be located at all times on the roof, and shallbdPnspicuousjp�y located and readily accessible at all times. The first aid kit shall be of as rop to si` Lwr the roofing crew. 3> 3.05 Individual Conduct and Safety d A. Contractor's and Subcontractors' employees shall be made aware of and comply with the following rules that will be in effect on all job sites: 1. Alcoholic beverages and illegal drugs will not be permitted. 2. Prescription drugs with side affects that impair an Employees' ability to perform their work duties in a safe manner, will not be permitted. 3. Employees entering job site under the influence or possession of alcohol or drugs will be subject to removal from the job site. 4. The carrying of firearms and all other weapons is prohibited. 5. Fighting, gambling, stealing, soliciting, and horseplay will not be tolerated. Project No. CICIOWA001 B 1/12/2018 Section 01 35 24 - Page 4 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 3524 6. Abusive language or disrespectful behavior in public areas will not be tolerated. 3.06 Personal Protective Equipment (PPE) and Clothing A. The Contractor shall furnish and require the use and wearing of PPE and protective clothing by its employees and any Subcontractor's employees. B. Approved eye and face protection is required to be worn when warranted by the exposure, or where mandated by facility safety requirements. Safety glasses with side shields are required in all circumstances where there is an exposure to flying particles. Plastic face shields are required to be worn for guarding against flying particles and spraying liquids or corrosives. C. Appropriate clothing shall be worn at all times. D. Hard hats must be worn at all times whenever there is a possibility of head injury from impact, flying or falling objects, or where mandated by facility safety requirements. E. Hearing protection shall be utilized where mandated by OSHA regulations or facility safety requirements. Protective footwear shall be used where mandated by OSHA regulations or facility safety requirements. 3.07 Housekeeping A. The Contractor or Subcontractors shall maintain good housekeeping standards at all times as an integral part of the work. Daily cleanup of work, lay-up, and personnel areas is required and must be performed. B. Materials shall be piled so that safe clearances are maintained and tipping or Wvement is prevented. Loose materials on the roof must be secured so that they cannot (ablown or bumped off. o ::Ec? y. C. Accumulation of material that may create a fire hazard is not permitte?,*er ore �. excessive amounts of material in one place, so as to potentially overlo9RAP rdr. r ('t1 D. Roof areas are to be "watertight at night" at all times during the job. C-at�toXor Subcontractors' failure to do so can be grounds for dismissal. CR �!? v o 3.08 Signs and Barricades `-' A. When it is necessary to barricade an area for overhead work, to protect personnel from hazardous operations, or to move equipment or cranes, barricades are to be provided by the Contractor or Subcontractors. Barricades must be erected before the work requiring them begins. If the barricades are in a roadway or walkway, blinking lights must be used after dark. When the work is completed, the barricades must be removed from the job site. B. Contractor or Subcontractors are forbidden to remove posted signs. C. Traffic control signage shall be constructed of metal and conform to the latest edition of Manual of Uniform Traffic Control Devices (MUTCD). Project No. CICIOWA001 B 1/12/2018 Section 01 35 24 - Page 5 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 3.09 Fall Protection A. The Contractor shall select and implement one of the following methods of fall protection, in compliance with OSHA regulations. Fall restraint (motion stopping) system. 2. Personal fall arrest system with warning lines. 3. Safety monitor system with warning lines. The three fall protection methods are listed in order of Benchmark, Inc. preference, with a fall restraint (motion stopping) system being the most preferred and the safety monitor system being the least preferred. C. All plastic domed skylights or smoke hatches, open mechanical curbs, openings in the roof deck, and similar openings or holes which could be potential fall hazards shall be guarded at all times to prevent accidental falls. 3.10 Ladders A. Contractor and Subcontractor provided ladders shall be free of defects. Ladders with split or cracked side rails, damaged rungs, missing feet, or other defects shall not be brought to the project site. Ladders set up near doorways, walkways, or other congested areas must be barricaded or guarded. B. Ladders shall be of adequate length and must extend at least 3' or 4 rungs above the upper landing. C. Place straight ladders on solid, level footings with the foot of the ladder a minimum distance from the wall equal to 1/4 the length of the ladder from the resting point `= C.) :`D D. Straight ladders shall have non-skid feet and be securely tied off. D� m � z co -e E. Face the ladder and use both hands going up or down. -rc-) cn Mm M m F. Do not climb or descend ladders with tools, equipment, or material in harms. g� an G. Metal ladders shall not be used. b r � H. Roofs not able to be accessed using a 40 foot or shorter ladder must be accessed by alternative means. If access cannot be achieved from other roofs or through the building interior, then an OSHA approved scaffolding tower with access ladder shall be erected and maintained by the Contractor. 3.11 Fire Protection A. Fully charged, inspected and tagged fire extinguishers must be located at all times on all occupied roof sections and staging areas. All fire extinguishers shall be minimum 20 Ib., type ABC. At a minimum, one fire extinguisher shall be provided for each 3,000 square feet of roof area under construction. Travel distance from any point of the protected area to the nearest fire extinguisher shall not exceed 50 feet. B. The Contractor shall ensure that all required fire extinguishers are maintained in a fully charged and operable condition, including testing, inspections, and tagging. Fire extinguishers with out-of-date inspection tags shail bg removed and replaced immediately. Project No. CICIOWA001B 1/12/2018 Section 01 35 24 - Page 6 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 C. Smoking may be prohibited on the job site for various reasons. Employees will be expected to obey all "No Smoking" signs. D. Store all flammable liquids in approved safe containers. Contents will be described and marked flammable. E. Flammable liquids in excess of 10 gallons must not be stored on the roof overnight, unless specific written authorization is provided in advance by the Owner. F. When using flammable liquids to clean, dispose of the rags in approved containers or remove them from the roof daily to prevent possible spontaneous combustion. G. Never store bulk flammable material or liquids closer than 25' from open flames or other source of ignition. H. All hot work must be done in accordance with permit procedures in use at the facility. Obtain all necessary approvals prior to proceeding with any work that results in a flame or spark. 3.12 Electrical Safety A. All electrical circuits shall utilize ground -fault circuit interrupters (GFCI) to protect workers from injury. B. Regularly inspect all power cords. Any defective power cords shall be taken out of service and removed from the job site immediately. C. Only double insulated power tools shall be used. D. Regularly inspect all power tools. Any defective tools, including tools with damaged or repaired power cords, shall be taken out of service and removed from the job site immediately. N E. When working on powered equipment, and power must be disconnected to orm the required work, the Contractor shall implement lock -out and tag-outpwcedurj s to protect workers from injury. L --1 2 r F. Do not set up ladders or stage construction operations adjacent to pqAlind$! If tht only available locations are near power lines, implement measures to prev4Q1gnju9{, and coordinate any required outages with the Owner's Representative in vppcent 3.13 Crane and Hoist tY o t , A. Contractor shall comply with the Manufacturer's specifications and limitations. Rated load capacities, recommended operating speeds, and special hazard warnings or instructions shall be conspicuously posted on all equipment. Instructions or warnings shall be visible from the operator's station. B. Accessible areas within the swing radius of the rear of the rotating superstructure shall be properly barricaded to prevent the public or employees from being struck or crushed by the crane. C. All crawler or truck cranes in use shall meet the requirements as prescribed in the ANSI B30-5-1968 Safety Code for Crawler and Truck Cranes. D. Inspect all rigging equipment prior to use (chains, ropes, slings, shackles, etc.). Remove any defective equipment from the job site. Project No. CICIOWA001B 1/12/2018 Section 01 35 24 - Page 7 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 0135 24 3.14 Public Liability A. B. C. D. E. Unauthorized persons are not allowed access to the roof at any time. Contractor shall control access to the roof. Barricades and signs shall be posted on the ground around the work area to warn the public. Locate air intake ducts, air conditioners, or air pumps. Notify Owner's Representative when dust or fumes may be drawn into the facility so that the unit may be shutdown and/or covered. At night, lock trucks, deactivate hoisting equipment, and take down ladders. Park vehicles so that they do not pose a hazard to other traffic moving around the job site. Trucks and equipment should not block sidewalks or other pedestrian travel ways without providing a clear, well -marked, alternate route of travel. Project No. CICIOWA001 B - End of Section - 1/12/2018 Section 01 35 24 - Page 8 N 0 O m -i Ql C7 r cn C) r ., Section 01 35 24 - Page 8 BENCHMARK INC. WARRANTIES SECTION 01 78 36 PART ONE — GENERAL 1.01 General Requirements A. Upon completion of work and prior to final payment, Contractor shall pay all required fees, secure all required inspections, and complete any other actions necessary to secure and deliver the specified warranties and related documents to the Owner. B. The warranty start date shall be no earlier than the date the Contractor certifies completion of all Manufacturer final inspection punchlist(s). In instances where the Manufacturer requires reinspection of the final inspection punchlist, the warranty start date shall be no earlier than the date the Manufacturer certifies that the Contractor completed all punchlist items to the Manufacturer's satisfaction. C. Manufacturers' warranties shall cover defects in materials and workmanship, shall not include any buy-out clauses, and shall not be prorated. D. All warranties shall contain written provisions stating that they will be fully transferable at any time during the specified warranty period. E. Warranties issued prior to the Manufacturer's final inspection, such as offered under the Manufacturer's pre -issue or early bird warranty programs, are not approved. 1.02 Manufacturer's Warranties A. The Contractor shall make all necessary notices for warranty purposes to the Manufacturer(s), as required to secure timely inspections and issuance of the specified warranties. B. After Manufacturers' final inspections, submit Manufacturers' final inspection reports and/or punch lists, and Contractor's certification that all identified corrective work has been corrected as required by the Manufacturers. If a Manufacturer requires reinspection of an issued pOpch list, submit certification from the Manufacturer that punchlist items have been completed to the Manufacturer's satisfaction. o o m C. Water Treatment Plant — Roof Section A: The following roofing MawtactL§w's warty shall be provided: =-- r —C — g— m 1. Primary roofing Manufacturer's 15 -year no dollar limit (NDIZIRor and ma�e 1, total roof system warranty. t� a. Warranty shall cover puncture damage to the roofA memigane and roof membrane flashings. e D. Water Treatment Plant — Roof Sections B - E: The following roofing Manufacturer's warranty shall be provided: Primary roofing Manufacturer's 15 -year no dollar limit (NDL) labor and material, total roof system warranty. 2. The total system warranty shall include the following: a. Roof membrane including puncture damage b. Roof membrane adhesion Project No. CICIOWA001 B 1/12/2018 Section 01 78 36 - Page 1 BENCHMARK INC. WARRANTIES SECTION 01 78 36 C. Roof membrane flashings, including puncture damage d. Roof insulation, vapor retarder substrate board, and cover board e. Roof insulation, vapor retarder substrate board, and cover board attachment f. Vapor Retarder g. Roof system fasteners, termination bars, and other miscellaneous accessories supplied by the roofing Manufacturer. E. Water Distribution Facility: Provide coating Manufacturer's 10 -year material warranty. The following accessory Manufacturers' warranties shall be provided: 1. 20 -year minimum warranty for Kynar 500/Hylar 5000 metal finish. 2. 20 -year standard warranty for premanufactured, non -penetrating, and rooftop supports. 3. 5 -year standard labor and material warranty for premanufactured ladder(s). 4. 10 -year standard warranty covering performance of precast concrete pavers. 1.03 Contractor's Warranty A. Refer to General Conditions, Article 6. B. The Contractor shall guarantee all materials and workmanship for a period of f� (5) years from the date of acceptance of the completed work by the Owner. The-nontrar.Lr shaLLke good any defects in materials or workmanship that may develop during inavegar perms, by repairing or replacing such defects at without cost to the Owner. C. Contractor's warranty shall be prepared and submitted using the form prided iris s{nn. r" L PART TWO — MATERIALS 'P, p c_n 2.01 Not Used PART THREE — EXECUTION 3.01 Not Used Project No. CICIOWA001B 1/12/2018 Section 01 78 36 - Page 2 BENCHMARK INC. WARRANTIES SECTION 0178 36 CONTRACTOR'S WARRANTY Trade: Manufacturer and Roof System Installed: Contractor: Contractor Address: Contractor Phone: Contractor E-mail: Contract Number and Date: Project and Location Area of Roof Installation: Date of Acceptance (Effective Warranty Date): All Contract Work — Water Treatment Plant Water Treatment Plant 80 Stephens Atkins Dr. Iowa City, Iowa 52240 Roof Sections A - E N 1. Contractor guarantees to Owner that the roofing system(s) identified above have been installed Mccordance with the Contract Documents for the above referenced project, and meet the minimum repuiremeffs of then Manufacturers of all materials used in performance of the work. mfr„' 2. Contractor guarantees to Owner that Contractor for a period of five (5) years commencing thGete or Owner's acceptance of the installation, will make good any deficiencies that develop as t result of workmanship defects, by repairing or replacing such defects. All corrective work shall utiR Aiate�s an installation procedures in strict accordance with the Contract Documents. O f 3. Contractor guarantees to Owner that Contractor for a period of five (5) years commencing Giith the ae of Owner's acceptance of the installation, will maintain all sheet metal flashing in a watertight condition without cost to the Owner. 4. Contractor's liability hereunder shall be limited to the repair or necessary replacement of any defective component of the work without cost to Owner and shall not include incidental or consequential damages. By: Title: Company: Date Executed: ` Warranty must be signed by a Company Officer Project No. CICIOWA001 B 1/12/2018 Section 01 78 36 - Page 3 BENCHMARK INC. WARRANTIES SECTION 01 78 36 CONTRACTOR'S WARRANTY Trade: Manufacturer and Roof System Installed: Contractor: Contractor Address: Contractor Phone: Contractor E-mail: Contract Number and Date: Project and Location Area of. Roof Installation: Date of Acceptance (Effective Warranty Date): All Contract Work — Water Distribution Facility Water Distribution Facility 1306 S. Gilbert Ct. Iowa City, Iowa 52240 Entire Roof 1. Contractor guarantees to Owner that the roof restoration work identified above have belga8talW in acc%dance with the Contract Documents for the above referenced project, and meet the minimum r 141 rntus of the Manufacturers of all materials used in performance of the work. CYN 2. Contractor guarantees to Owner that Contractor for a period of five (5) years commenci6�ww th th�date fes. Owner's acceptance of the installation, will make good any deficiencies that develop as 'a -Oct rMIt of workmanship defects, by repairing or replacing such defects. All corrective work shall utilize matt&is ar%-=� installation procedures in strict accordance with the Contract Documents. 3. Contractor guarantees to Owner that Contractor for a period of five (5) years commencing with the date of Owner's acceptance of the installation, will maintain all sheet metal flashing in a watertight condition without cost to the Owner. 4. Contractor's liability hereunder shall be limited to the repair or necessary replacement of any defective component of the work without cost to Owner and shall not include incidental or consequential damages. . By. Title: Company: Date Executed: ' Warranty must be signed by a Company Officer End of Section Project No. CICIOWA001 B 1/12/2018 Section 01 78 36 - Page 4 BENCHMARK. INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 PART ONE — GENERAL 1.01 Description A. Provide all labor, materials, equipment, and tools to prepare the existing roofing system for the specified work, as designated in the specifications or on the drawings. Provide for the proper disposal of all existing materials to be removed, as designated in the specifications or on the drawings. C. Provide for the cleanup of excess materials, equipment, tools, and construction debris, as required to maintain the project site in a neat and orderly condition. 1.02 Standards A. Resource Conservation and Recovery Act of 1976. B. State, County, and City requirements, as applicable. 1.03 Scheduling A. Coordinate the roof preparation work with the new work in such a manner as to keep the new insulation and roofing materials, building, and building interior absolutely dry and watertight. B. Coordinate all work with the Owner to minimize any disruptions of the Owner's operations. 1.04 Disposal A. All debris shall be stored in containers approved by the Owner's Representative, and removed from the roof on a daily basis. B Keep Owner's property clean of any construction debris. o E5 m C Contractor shall dispose of construction debris in accordance with the*m__ f �d stanrds. 1.05 Owner Retained Debris n rn A. Owner will retain obsolete equipment as noted on the drawings. =`r 5C Gy B Owner will allow any excess ballast to be disposed of on site. ContraotW shall,�Pe ballast where indicated in the staging notes on the drawings. ' PART TWO — PRODUCTS 2.01 Cleaners A. Cleaners used in conjunction with surface preparation work shall meet local code requirements for runoff water quality. Project No. CICIOWA001B 1/12/2018 Section 02 41 20 - Page 1 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP PART THREE — EXECUTION 3.01 Protection of Surfaces SECTION 02 41 20 A. Contractor shall take all precautions during demolition and preparation necessary to protect the building and adjacent surfaces from being soiled or damaged. Contractor shall restore to original condition any damage caused during work performed under this section. C. Keep roof surface clean of any debris that might prevent proper drainage. D. At start of each workday, drains located within daily work area shall be temporarily plugged to prevent debris from falling into the drain. Plugs shall be removed at the end of each workday. E. Prior to demolition work, verify that all soil pipes, flues, steel members, and other similar penetrations are secured to the building structure. Coordinate removal or securement of all unsecured penetrations prior to the start of demolition work. 3.02 Debris Handling A. No material shall be dropped to any point lying outside the exterior walls of the structure, unless otherwise approved in writing by the Owner's Representative. B. All material chutes or section of chutes at an angle greater than 450 from the horizontal shall be entirely enclosed. C. On all buildings over 20' in height, debris shall be transported using a fully enclosed receptacle that is mechanically lowered. A fully enclosed trash chute may also be used where appropriate for height of the building. D. Chutes may be job fabricated or purchased premanufactured. If premanufajired chutes are used, Manufacturer's setup and operating instructions shall be followgd. m E. When installing trash chutes, proper counterbalance shall be used tdxiiget t� weiggWind use of the chute. If wood boards or metal struts are used, they shallZe-6et Lto prfvent a tripping hazard to employees. A safety factor of 5 shall be used to dine counte�cbalance. _ o''r. t l F. No job site materials shall be used to counterbalance a chute. I = 0 r" :n G. Guard rails shall be installed on either side of the chute, to a distance of 6 fe6t minimum from the opening. Guardrails shall be installed according to OSHA standards. H. Where the material is dumped from mechanical equipment or wheelbarrows, a securely attached toeboard or bumper not less than 4" thick and 6" high shall be provided at each chute. Additionally, the Contractor shall use a guard around the top of the chute to prevent any debris from falling next to the chute. I. Chutes shall be designed and constructed of such strength as to eliminate failure due to impact of materials or debris loaded therein. 3.03 Disposal A. Properly dispose of all construction debris on a daily basis. Project No. CICIOWA00113 1/12/2018 Section 02 41 20 - Page 2 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 B. Do not store debris on roof unless otherwise directed by the Owner. Contractor shall not overstress the roof decking. 3.04 Mandatory Recycling A. As part of any Base Bid or Alternate Bid item, the Contractor shall divert all of the following materials from disposal at the landfill. 1. Metals, including edge metal, copings, counterflashings, and all non -contaminated metal pails. 2. Plastics, including packaging materials, pails, and containers. 3. Cardboard, including packaging materials and roll cores. 4. Paper, including packaging materials. 5. Wood, including demolished nailers, demolished plywood, demolished wood plank decking, damaged pallets, and new wood or plywood scrap and pieces. B. The Contractor shall package the debris as required by the recycler. C. The Contractor shall transport the debris to approved recyclers. D. Pallets in a condition to be reused shall not be landfilled. E. Metal or plastic pails and containers that are contaminated with adhesive, mastic, coatings, and similar materials are excluded. F. During project closeout, provide receipts of certifications from recycler(s) and scrap yard(s) indicating receipt of debris. o C30 3.05 Preparation of Surfaces a A. The extent of preparation of surfaces is listed in each section; on the yying�and action 01 1100 — Summary of Work. c-> m B. All debris shall be removed from the roof decking. The decking shall b@zrooi&lea minimum, and additionally prepared as noted on the drawings, as specifi tl erRwhere, and as required by the Manufacturer of materials to be applied over the decking. d, C. All debris shall be removed from the rib openings of metal decking, where metal decking is present, prior to the start of new roof system installation. D. All debris shall be removed from the existing insulation or new cover board surface by broom cleaning, power blower, or other appropriate means, prior to installing the membrane. E. See other specification sections, referenced standards, and drawing notes for additional preparation requirements. 3.06 Cleanup A. Throughout the duration of the project, retain all stored materials and equipment in an orderly arrangement allowing maximum access, not impeding drainage or traffic and providing the required protection of materials. Project No. CICIOWA001 B 1/12/2018 Section 02 41 20 - Page 3 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 4120 B. Weekly, and more often if necessitated by job conditions, Contractor shall inspect all arrangements of materials stored on site and restack, tidy and resecure as required. C. Contractor shall clear the construction areas and shall provide for the removal of all construction debris from the site. Contractor shall not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this work. Contractor shall provide storage of all items awaiting removal from the project site, observing all requirements for fire protection, and protection of the surrounding site. D. Daily and more often if necessitated by job conditions, Contractor shall inspect the site and pickup all scrap, debris, and waste material. Contractor shall remove such items promptly, leaving the construction area and site clean daily. E. Contractor shall be responsible to assure that their subcontractors have properly removed and disposed of all debris relating to their contract. F. At least twice each month and more often if directed by the Owner, Contractor shall completely remove all scrap, debris, and waste material from the project site. Contractor shall maintain the site in a neat and orderly condition at all times. G. At the completion of the contract, Contractor shall remove from the project site all equipment, tools, excess materials, and construction debris related to their contract. Contractor shall be responsible to assure that their subcontractors have properly removed from the project site all equipment, tools, excess materials, and construction debris related to their contract. Contractor shall be responsible for returning all areas set aside for staging and storage to their original condition. Contractor shall repair damage and remove stains caused by work related to their contract. Project No. CICIOWA001 B 1/12/2018 Section 02 41 20 - Page 4 N O_ End of Section - �V:n m v CJ's ��qg is eCm m C %g C=) Project No. CICIOWA001 B 1/12/2018 Section 02 41 20 - Page 4 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 PART ONE — GENERAL 1.01 Description A. Work includes, but is not necessarily limited to: 1. Installing wood nailers and/or plywood per the drawings and specifications. 2. Refastening existing wood nailers and/or plywood in accordance with the specified standards, where existing nailers and/or plywood are suitable for reuse. 3. Removal and replacement of existing deteriorated nailers and/or plywood on a unit cost basis. 4. Installation of field -fabricated, recycled plastic lumber sleeper supports for rooftop equipment on Water Treatment Plant Roof Section B. Coordinate with roof insulation application where lumber is embedded in the roof system. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. B. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar v," the specified requirements and the methods needed for proper performance of tbe_work Whis section. C) n a -� C. In acceptance or rejection of the work of this section, the Owner wiloift riMilowamm for lack of skill on the part of the workers. �I c� rn 1.03 Submittals <r l =CiQ° A. General: Comply with the provisions of Division 01. `D c B. Product Data: Submit complete material list of all items proposed to be furnished and installed under this section. 2. Submit most recent copy of recycled plastic lumber Manufacturer's literature applicable to products and specifications being used. 1.04 Delivery, Storage, and Handling A. Store all materials up, off of the roof or ground, and covered wi[h weatherproof tarps anchored sufficiently, so as to resist wind blow -off. Roof surfaces shall be protected from damage at all times. B. Keep all materials clearly identified with all grade marks legible. Keep all damaged material clearly identified as damaged and stored separately to prevent its inadvertent use. Project No. CICIOWA001B 1/12/2018 Section 06 10 53 - Page 1 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 C. Do not allow installation of damaged or otherwise non -complying material. D. In the event of damage, immediately make all necessary repairs and replacements to the approval of and at no additional cost to the Owner. 1.05 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 Nailers A. All nailers shall be #2 or better, construction grade lumber. B. Size to be as indicated on the drawings. C. Minimum nailer size shall be 2" x 6" (nominal). D. Minimum top nailer thickness shall be 1.5 (nominal). E. Nailers shall extend 1/2" minimum beyond metal flanges. 2.02 Recycled Plastic Lumber A. Recycled, High Density Polyethylene (HDPE), with ultraviolet stabilizers, colorants and fiberglass strands. Color shall be black or gray. B. Size shall be 1-1/2" x 9-3/8" (actual). C. Approved Products N o_ a. FIBERFORCE by Bedford Technology o m C->_ b. Approved equal <n 2.03 Plywood _Cr" y, rn A. All plywood is to be minimum 1/2", APA Rated Exterior, Structural 1. On-wwategoroof I�te is acceptable. B. Refer to drawings for locations requiring plywood. Plywood thickness shall be as indicated on the drawings. 2.04 Carbon Steel Fasteners A. All fasteners must be carbon steel with corrosion -resistant coating. Fasteners shall meet FM 4470. B. Masonry/Concrete Fasteners 1. Corrosion -resistant, threaded fastener with low profile head. 2. Fasteners shall be a minimum of 3/16" diameter with a 1" minimum embedment. Project No. CICIOWA001 B 1/12/2018 Section 06 10 53 - Page 2 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 3. Fastener to be FM Global approved. 4. Approved Products Tapcon Flat -Head Phillips with Blue Climaseal or White UltraShield by ITW Buildex b. Tapper Flat -Head Phillips with Perma-Seal Coating by Powers Fasteners, Inc. C. Steel/Wood Fasteners 1. Corrosion -resistant, self -tapping, self -drilling screw with low profile head. Fastener to be FM Global approved. 3. Approved Products a. Roof Grip by OMG with Climaseal Coating b. Dekfast by SFS intec, Inc., with Sentri Coating C. Standard roofing fastener by OMG, with CR -10 coating 4. Fasteners to be #12 minimum and of sufficient length to penetrate into steel 3/4" and wood 1". D. Washers 1. Round, carbon steel, ASTM F 844-072, galvanized per ASTM F 2674; minimum diameter 5/8". 0 2.05 Stainless Steel Fasteners - For Use With Recycled Plastic Lumber O Dn Z A. All fasteners and related hardware must be Series 300 or 400 stainl eeL - -i c) B. Isolator to Sleeper Attachment r— _. M 1. 3/8", hex head, stainless steel lag screw, with non -flared smgy thd*, as r aired to fit existing pre -drilled steel brackets. t co 2. Fastener lengths shall be as required to meet criteria noted on the drawings. C. Sleeper to Sleeper Attachment 1. Stainless steel, T-25 star drive, flat head, #10 deck screw 2. Approved Products a. Stainless Steel Star Drive Deck Screw - Flat Head by DECKFAST b. Approved equal 3. Fastener lengths shall be as required to avoid penetrating surfaces that might damage the roof membrane. Project No. CICIOWA001 B 1/12/2018 Section 06 10 53 - Page 3 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 PART THREE — EXECUTION 3.01 Recycled Plastic Lumber A. Recycled plastic lumber shall be used where referenced on the drawings. B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Where embedding lumber in roof system, set on roof deck and periodically fasten to hold in position until surrounding thermal insulation is installed. Surface of lumber shall be flat and flush with surface of surrounding thermal roof insulation. Correct any non -conforming locations prior to installing roof cover board as detailed. D. Where using lumber to fabricate sleepers above the roof system, utilize full-length pieces of lumber matching total existing wood sleeper length. Position sleepers directly over recycled plastic lumber that is embedded in the roof system. E. Where arrangement of members falls below existing isolator base plate e!evation, or where roof slope creates uneven gaps, provide and install pre -drilled plate stainless steel shims. Contractor shall Feld verify types and quantities of shims required. F. Arrangement and lengths of fasteners shall prevent any potential for points to come in contact with the underlying roof walk pads and roof membrane. G. All fastening locations shall be pre -drilled. H. Fasteners shall be kept a minimum of 3/4" from the edge or end of each board. I. Rip cutting shall not be performed. N O 3.02 Nailers —n a CI a A. Nailers are to be installed as per detail drawings. rn r -=a B Discard units of material with defects that might impair quality of work iQniVat aFRo small to use in fabricating work with minimum joints or optimum joint arsa'gem=lt. r� s 1E aD v C. Set nailers to required levels and lines with members plumb and true. 3> o c� D. All perimeter nailers shall be of uniform height within a given roof section. E. Nailers shall be installed with 1/4" gap between ends of adjoining pieces. F. Where two or more nailers are stacked, butt joints shall be offset 12" minimum between adjacent layers. G. Nailers shall be fastened in accordance with the following schedule: Fasteners in 6" or wider (nominal) lumber shall be installed in two (2) rows, staggered one-third of nailer width. Listed spacings indicate distance between fasteners in adjacent rows. 2. Two (2) fasteners shall be installed within 6" of each nailer end. 3. Corner fastener spacing shall extend 8' from all outside building corners. Project No. CICIOWA001 B 1/12/2018 Section 06 10 53 - Page 4 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 4. Where two or more nailers are installed, each nailer shall be fastened independently. 5. Over all deck types, the bottom nailer shall be fastened using the specified fasteners and 5/8" diameter washers. Countersink washers and fasteners level with top of wood using spade bit or similar method. Fasten subsequent nailers, where specified, using the specified screws without washers. 6. Maximum fastener spacing shall be as specified on the drawings. 3.03 Plywood A Plywood is to be installed as per detail drawings. B. Plywood joints must be true and well fitting, allowing for expansion and contraction. Allow 1/8" at end and edge joints. C. Plywood fasteners shall be installed in a uniform grid pattern, with a maximum spacing of 18" o.c. between adjacent fasteners. D. Where fastening to steel stud framing, fasten to each framing member at 6" o.c. 3.04 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.05 Cleaning A. When sawing of wood or plywood is performed on the rooftop, contain and/or Olean sawdust in such a way as to prevent contamination of substrate to receive subsequent gwstruction materials. CDC s B. Contractor shall follow the requirements to Section 02 41 20 — Roof Dethplition emd ClIMP. =t n i� -End of Section — Project No. CICIOWA001B 1/12/2018 Section 06 10 53 - Page 5 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 THIS PAGE INTENTIONALLY LEFT BLANK Project No. CICI0WA001B 1/12/2018 Section 06 10 53 - Page 6 N O m L 7 O Project No. CICI0WA001B 1/12/2018 Section 06 10 53 - Page 6 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 PART ONE - GENERAL 1.01 Description A. Furnish and install all roof repair work, complete, in-place, as per this section of the specifications, all other related sections of the specifications, and the drawings. B. The Contractor shall examine the site and shall be responsible for verifying all existing construction and conditions. C. The drawings show the general locations of the required roof repair work, and the types of work required. D. Refer to general notes and keyed work notes on the roof plan drawing, and detail drawings and associated notes. 1.02 Existing Roof System A. The existing roof system consists of the following: 1. 3:12 sloped c-purlin framing spaced approximately 5' o.c. 2. 1-1/2" batt insulation with reinforced foil/kraft paper laminate vapor retarder 3. 24 -gauge structural standing seam roof panels, fastened to steel framing members 4. Weathered aluminum paint 1.03 References o m A. Standards: Comply with all pertinent standards specified in the contraot'da¢un%ts, including those listed below. If the building code references a specifictriitiAn of4evismrr" of an individual standard, then comply with the specific edition or revisiFm.-"bth&ise,i' comply with the latest published edition or revision available on the dateQRContractorn submits its price proposal to the Owner. r 1. The NRCA Roofing and Waterproofing Manual, National Roofir%Contr&ctors Association 2. Annual Book of ASTM Standards, ASTM International 3. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins 4. Repair Manual for Low Slope Membrane Roof Systems, National Roofing Contractors Association 5. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association (SMACNA) B. References: Materials specified in this section shall be Isted in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. Project No. CICIOWA001 B 1/12/2018 Section 07 01 50.62 - Page 1 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories, Inc. 1.04 Quality Assurance A. Qualification of Contractors: 1. Use an adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. 2. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the Contractor's employees or subcontractors. B. Provide materials bearing Underwriters Laboratories (U.L.) classification label on bundle, package, or container indicating materials have been produced under U.L.'s classification and follow-up services. 1.05 Project Warranty The Contractor shall warrant all materials and workmanship for a period of five (5) years from the Owner's date of final acceptance. The Contractor shall correct any defects in materials or workmanship which develop during the five-year period by repairing or replacing such defects at no additional expense to the Owner. B. Refer to Section 01 78 36 — Warranties. 1.06 Submittals A. General: Comply with the provisions of Division 01 N B. Product Data: o G L 1. Submit list of all materials proposed to be furnished and instalt5�dd];his section or referenced related sections. ! _ rn 2. Submit Manufacturer's product data for premanufactured pipe inggand panel closures. 1.07 Delivery Storage and Handling n ca A. Use all means to protect the materials to be installed under this section before, during, and after installation and protect the work of all other trades. B. Deliver materials to the job -site in original, unopened packaging no sooner than 14 calendar days prior to the start of the work. C. Package labels shall indicate material name, production date, lot number, and/or production code. D. Materials shall be stored elevated off the roof and covered completely with weatherproof tarps securely anchored to resist displacement by wind. E. Space materials apart on the roof as to not overstress the deck. Project No. CICIOWA001 B 1/12/2018 Section 07 01 50.62 — Page 2 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 Follow recommendations for storage of temperature sensitive materials as published by the material Manufacturer. G. Materials shall be stored only in approved areas designated by the Owner. PART TWO - PRODUCTS 2.01 General A. All products shall be manufactured or supplied by a company who has an established record of ten (10) years or greater of successful applications using like products, and which is acceptable to the Owner. B. Manufacturer supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. C. All products shall be 100% asbestos free. 2.02 Approved Materials A Insulation at Roof Panel Repair 1. 25 psi extruded polystyrene rigid board insulation complying with ASTM C 578, Type IV B. Roof Related Sheet Metal, Sheet Metal Fasteners, Sealant, Sealant Primer, and Related Sealant Accessories As specified in Section 07 62 00 - Sheet Metal Flashing and Trim C. Fibered Aluminum Roof Coating 1. UNIFLEX 500 Premium Aluminum by Uniflex Industrial Coatings o 2. Alumination 301 by Republic Powdered Metals, Inc. o r - D. Metal Roof Detailing Sealant m a �n 1. UNIFLEX Acrylic Patching Cement (41-220) by Uniflex Induetf 1wPoolngs 2. GEOGARD Seam Sealer by Republic Powdered Metals, Inc�'r Sr o E. Metal Roof Detailing Fabric UNIFLEX Polyester Fabric by Uniflex Industrial Coatings 2. PERMAFAB by Republic Powdered Metals, Inc. Plumbing and Heater Vent Flashings 1. Dektite Diverter by ITW Buildex; sizes to be verified in field by Contractor. Project No. CICIOWA001B 1/12/2018 Section 07 01 50.62 - Page 3 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 G. Panel Closures Self -adhering, foam rubber panel closure strips to accurately fit panel ribs (voids) between eave and rake trim and underlying metal wall panels. 2. Contractor shall determine source required to fit existing panel profile, and include proposed product in submittals. PART THREE — EXECUTION 3.01 Installation — General A. Perform all work as specified and shown on the drawings, and in compliance with the referenced standards. These specific minimum requirements must be included in the bid and are not to be altered without written authorization from the Owner and Design Professional. B. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. Commencement of work will be considered by the Owner to indicated acceptance of substrates. C. Perform all related work necessary for the installation of the specified roof repair and coating work. D. The Contractor shall provide all measures necessary to protect adjacent structures, equipment, and surfaces from spills, overspray, and contamination. E. Ensure construction materials, adhesives, and debris do not enter the building. F. Ensure fasteners do not penetrate conduits, ductwork, or other r� mechanical/electrical/plumbing/fire protection components located beneath theof deck. G. Strictly follow all Manufacturers' guidelines for storage, preheating, and application of temperature sensitive materials. Do not apply materials outside the temperature -fang described in the Manufacturer's written application instructions. - — H. Where a "three course" repair is specified, provide the following: :570 an } 1. Install a layer of metal roof detailing sealant over properly prepaii Id, cleWft?and dry surfaces. 2. Embed one ply of polyester reinforcing fabric, centered over seam orjoint. Fabric shall be neatly trimmed away over all fastener locations, so fabric lays flat and does not tent over fastener heads. 3. Fully coat fabric with a layer of metal roof detailing sealant, with surface made smooth to receive coating application. 3.02 Surface Preparation A. Surfaces to receive repair materials shall be free of standing water, snow, ice, dew, condensation, dirt, debris, loose/unadhered materials, and other contaminants. Project No. CICIOWA001 B 1/12/2018 Section 07 01 50.62 — Page 4 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 B. Prior to application of repair materials, surfaces and substrates shall be cleaned and prepared in accordance with the specifications and the repair material Manufacturers' recommended preparation procedures. C. At all locations specified to receive repair work or sealant applications, all existing asphaltic or elastomeric repair materials shall be removed from the existing roof system; such that bare roof panels result. 3.03 Repair Work A. Refer to the roof plan and detail drawings for the required roof repair work. B. Perform repairs in accordance with specified standards, requirements noted on the drawings, and all related technical specification sections. 3.04 Coating Work A. Perform fibered aluminum roof coating work a minimum of 30 days after preparatory sealant application and other repairs are completed. B. Power wash the roof using 2,000 psi minimum water blast pressure, ensuring the removal of all loose coating materials and debris. See notes on roof plan for additional power washing requirements. C. Apply fibered aluminum roof coating at a minimum coverage rate of 2.0 gallons per 100 sq. ft. over the entire field membrane and flashings. Coating shall be applied using roller, brush, or heavy-duty spray equipment, meeting the Coating Manufacturer's requirements. 1. Thoroughly stir all buckets with a powered paddle mixer before and during application. 2. Save all empty buckets for Owner's Representative to verify coveragec"�t. e used. Do not remove empty buckets until approved by the Owner's Fioprese ffffitive. to 3.05 Verification A. Contractor shall inspect the work described by this section of the specif c�wen agd shaJTJ verify that all components are complete and properly installed. �[ L�,C aD B. Contractor shall correct any deficient work prior to installing subsequent jbrk orQ notification of substantial or final completion. 3.06 Cleaning A. Contractor shall return the surrounding area and grounds to a pre-existing or better condition. B. Contractor shall remove all pre-existing debris and project -related debris from the roofs and other areas of the job site. • End of Section - Project No. CICIOWA001B 1/12/2018 Section 07 01 50.62 — Page 5 BENCHMARK, INC REPAIR OF EXISTING ROOF SYSTEMS SECTION 07 01 50.62 THIS PAGE INTENTIONALLY LEFT BLANK Project No. CICIOWA001 B 1/12/2018 Section 07 01 50.62 - Page 6 N O m —t n p1 � EDIz s an T- o Project No. CICIOWA001 B 1/12/2018 Section 07 01 50.62 - Page 6 BENCHMARK, INC. BATT INSULATION SECTION 07 21 16 PART ONE — GENERAL 1.01 Description A. Fumish and install fiberglass batt insulation complete, in-place, per the drawings and specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. B. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. C. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Delivery, Storage, and Handling A. Use all means to protect the materials of this section before, during, and after installation, and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Deliver materials to the job site in original, unopened containers no sooner than 14 days prior to start of job. Materials to be stored up, off the roof deck or ground, and coveted with weatherproof tarps anchored sufficiently, so as to resist wind blow-ofirWhen3oring materials on the roof, do not overstress deck. CD C.), C. In the event of damage, immediately make all repairs and replacementai6 the-pprorelof the Owner's Representative and at no additional cost to the Owner. — C-) >a� 1.04 Submittals off A. General: Comply with the provisions of Division 01. t? Product Data: Submit most recent copy of Manufacturer's literature for products to be used. 2. Submit complete material list of all items proposed to be furnished and installed under this section. Project No. CICIOWA001 B 1/12/2018 Section 07 21 16 - Page 1 BENCHMARK, INC. BATT INSULATION SECTION 07 21 16 PART TWO — PRODUCTS 2.01 Batt Insulation A. Fiberglass Batts: Unfaced, reinforced fiberglass batts as manufactured by Owens-Corning or Johns Manville. Batt thickness is to be twice the dimension of the opening to which it is being inserted. 2.02 Polyethylene Vapor Retarder A. Approved Products Generic 6 -mil polyethylene sheet 2.03 Seam Tape A. Seam tape shall be a 4" wide, heavy duty, weather resistant, rubber adhesive tape. B. Approved Products Vapor Block Tape (Part #VBT4X210) by Americover 2. Approved equal PART THREE — EXECUTION 3.01 Installation A. Where shown on the drawings, install polyethylene vapor retarder. Seal all joints and edges vapor tight using seam tape. B. Install fiberglass batt insulation as indicated on the detail drawings. Insulation isgo be securely wedged into place and shall fill all voids. o C_ ►j 3.02 Verification Mme^ .7f q A. Contractor shall inspect the work described by this section of the specifici;;u anhts tall vie that all components are complete and properly installed. i B. Contractor shall correct any deficient work prior to installing subsequent wodi-or ndtiication of completion. 3.03 Cleaning A. Contractor shall follow the requirements of Section 02 41 20 — Roof Demolition and Cleanup. End of Section - Project No. CICIOWA001 B 1/12/2018 Section 07 21 16 - Page 2 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 PART ONE - GENERAL 1.01 Description A. Provide and install roof board insulation and means of securement complete, in-place, per the drawings and specifications. B. Where indicated, reuse existing insulation and perform spot replacement of wet or damaged insulation on a unit cost basis. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International B. Qualifications of Installers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for tack of skill on the part of the workers. C. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of the specified roof warranty. N D. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L).-markilwon bundle, package, or container indicating that materials have been produced under U.L.2!classjftvation and follow-up service. } ; z 1.03 References �n T rbc 1 a M A. References: Materials used in this section shall be listed in the reference,(s7 belbW. The, reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories, Inc. 1.04 Submittals A. General: Comply with the provisions of Division 01. B. Product Data: 1. Submit most recent copy of Manufacturer's literature applicable to products and specifications to be used. Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 1 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 2. Submit complete material list of all items proposed to be furnished and installed under this section. 3. Submit Manufacturer's tapered insulation fabrication drawings. Drawings shall list the R -Value (flat) or average R -Value (tapered) for each roof section. 1.05 Delivery, Storage, and Handling A. Deliver materials to job site in their original unopened containers, no sooner than 14 days prior to start of project. Package labels shall indicate material name, production date, and/or product code. Slit Manufacturer -supplied plastic covering and cover with weatherproof tarps that are securely anchored so as to resist blow -off. Store materials in dry, raised, protected areas in an upright position. Control temperature of storage areas in accordance with Manufacturer's instructions. Protect materials from exposure to the elements. Do not exceed allowable live load of storage area. C. Use all necessary means to protect the materials in this section before, during, and after installation, and to protect the work and materials of all other trades. D. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of and at no additional cost to the Owner. E. Follow the Manufacturer's recommendations for storage of temperature -sensitive materials. 1.06 Scheduling A. Work shall be performed on a daily basis with each section completed before progressing to the next days work, unless specifically directed otherwise by the Owner's Representative. B. Completion of work will be defined as one of the following: N 1. Installation of all specified roof preparation, vapor retarder substrate L»rd, primer, vapor retarder, and vapor retarder flashings. O sW 2. Installation of all specified roof preparation, insulation, cover tr F fieff mert ta, flashings, and watertight flashing terminations.a+ E 3. Installation of all specified roof preparation, unit cost insulation=ce�jaceNfent, field membrane, flashings, watertight flashing terminations, and spot ballasting. 1.07 Warranty A Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 General A. All materials used on this project shall be compatible with the existing conditions and with each other. B. No product shall contain any asbestos or asbestos-related products. Project No. CICIOWA001B 1/12/2018 Section 07 22 16 - Page 2 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 C. Vaper retarder substrate board, thermal insulation, cover board, fasteners, and/or adhesives used on this project shall be approved by the roofing membrane Manufacturer, shall be compatible with the roof system specified, and shall qualify for the specified roofing membrane Manufacturer's warranty. 2.02 Insulation Materials A. Gypsum Cover Board and Vaper Retarder Substrate Board 1. Non-structural, moisture resistant gypsum panel. Gypsum board shall conform to ASTM C 1177 or ASTM C 1278. Gypsum board shall be supplied in 4'x 8' sheets. Gypsum board thickness shall be 1/2". 2. Approved Products DensDeck Prime by Georgia-Pacific Gypsum Corp. B. Polyisocyanurate Foam Roof Insulation 1. Insulation shall be a closed -cell, polyisocyanurate foam core with factory -laminated facers conforming to ASTM specification C 1289, Type II, Class 2. Foam core shall have a rated flame spread of 75 or less according to ASTM E 84. Insulation shall have minimum compressive strength of 20 psi (Grade 2) according to ASTM C 1289. Insulation shall be supplied in 4'x 4' boards for adhered applications and 4' x 8' boards for loose laid applications. 2. Where specified, tapered insulation shall have slope and minimum thickness as defined on the drawings. 3. Individual fill layers in tapered insulation areas shall not exceed 2.0" in thickness 4. Flat stock insulation systems shall result in a minimum R-25. Roof set lens with tapered insulation systems shall result in a minimum average R-25 foraat roof section. 5. Flat stock insulation systems shall have board thicknesses as d9firfed gthe drawings. - - F rn _fin, � Q 6. Approved Products a. RESISTA by Firestone Building Products b. Coated Glass Facer Polyiso by GenFlex Roofing Systems C. SecurShield Polyiso by Carlisle SynTec Incorporated d. Securshield Polyiso by Versico Roofing Systems C. Tapered Fiberboard Edge Strip Wood fiber insulation boards factory cut to provide slope. Insulation shall conform to ASTM C 208. Insulation shall be 0" - 1/2" x 12", unless otherwise noted. 2. Approved Products a. As approved or supplied by membrane Manufacturer. Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 3 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 D. Extruded Polystyrene Board Roof Insulation (XPS) Insulation shall be extruded polystyrene with integral high-density skin conforming to ASTM C 578, Type IV. Polystyrene core shall have a minimum compressive strength of 25 psi according to ASTM C 165 or D 1621. 2. Approved Products a. Styrofoam DECKMATE Plus by Dow Chemical Company b. FOAMULAR 250 by Owens Corning Foam Insulation, LLC C. Specified roof membrane Manufacturer supplied approved equal 3. Flat Stock Insulation Requirements a. Insulation shall be supplied in 4'x 8' boards. Insulation shall be flat stock 2.5" thick. 4. Tapered Insulation Requirements a. Insulation shall be supplied in 4'x 8' boards. Insulation slopes and minimum thicknesses shall match the existing. 2.03 Insulation Fasteners A. Steel Decking Substrates 1. Corrosion -resistant, self -tapping, self -drilling #12 threaded fastener with #3 phillips head. 1/4" hexhead fasteners are not approved. Fastener shall be carbon steel with corrosion -resistant coating. Fastener and plate shall meet FM 4470 requirements. "' N 2. Plate shall have flat bottom design to provide a low profile over rigid Smstrates. 3. Fastener and plate shall be approved by FM Global. r,C z 4. Approved Products _ m a. All -Purpose Fastener and Insulation Fastening Plate 'resale Bwlding Products __V �n CJ b. GenFast AP Fastener and GenFast 3" Rourd Insulation Plate by GenFlex Roofing Systems C. InsulFast Fastener and Sure -Seal Insulation Plate by Carlisle SynTec Incorporated d. Insultite Insulation Fastener and Versico Insulation Fastening Plate by Versico Roofing Systems 5. Fasteners shall be the shortest length to penetrate the top flange of the steel decking by 3/4". Fasteners shall not penetrate bottom rib of steel decking. Fasteners shall not protrude below the bottom rib of steel decking Proj6ct No. CICIOWA001B 1/12/2018 Section 07 22 16 - Page 4 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 3.02 3. Do not apply insulation materials when water in any form (i.e., rain, dew, ice, frost, snow, etc.) is present. 4. Install tapered insulation crickets at the upslope side of each curb. Cricket shall extend out half the width of the curb and the cricket's slope shall be twice the opposing field slope. 5. Perimeter and corner zone dimensions shall as shown on the roof insulation plan. Loosely Laid Construction A. Single Layer Insulation shall be installed with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly around penetrations. 2. Areas of damage or broken corners shall be cut out and replaced with pieces 12" x 12" minimum. B. Multiple Layers 1. Bottom layer of insulation shall be installed with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaces and penetrations. 2. Additional layer(s) of insulation shall be installed over preceding layer(s) with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaces and penetrations. 3. Areas of damage or broken comers in all layers shall be cut out and replaced with pieces 12" x 12" minimum. 4. Insulation joints in each layer shall be offset a minimum of 12" from inqgation joints in the preceding layer, including all daily tie -off locations. o e, �c-J s. 3.03 Mechanically Fastened ConstructionZ- c�-C rn A. Single Layer _4 ') 1. Insulation shall be installed with all joints tightly butted and end jFlw sta4eregl_Y minimum. Insulation shall fit tightly against all adjacent substra*surfaces and penetrations." 2. Areas of damage or broken comers shall be cut out and replaced with pieces 12" x 12" minimum, fastened into place. 3. Fastener spacings shall be as defined within this section, but no less than two fasteners per each piece of insulation. Project No. CICIOWA001B 1/12/2018 Section 07 22 16 - Page 6 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 4. 5. 6. Fasten insulation with screw and plate type fasteners. Minimum spacing shall be as listed below. If insulation Manufacturer's fastening requirements exceed those of this section, then Manufacturer's recommendations shall be followed. Field: 1 per every 2.00 square feet Perimeters: 1 per every 1.33 square feet Corners: 1 per every 1.00 square feet Any whole or partial insulation board that falls within the perimeter or corner areas shall have the increased fastening applied over the entire board. Fastening patterns, and perimeter and corner areas shall be installed per the drawings and specifications. B. Multiple Layers 1. Bottom layer of insulation shall be installed with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaces and penetrations. 2. Areas of damage or broken corners shall be cut out and replaced with pieces 12" x 12" minimum. 3. Additional layer(s) of insulation shall be installed over preceding layer(s) with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaces and penetrations. 4. Insulation joints in each layer shall be offset a minimum of 12" from insulation joints in the preceding layer, including all daily tie -off locations. 5. Areas of damage or broken corners shall be cut out and replaced with pieces 12" x 12" minimum, fastened into place. 6. Fastener spacings shall be as defined within this section, but no less than two fasteners per each piece of insulation. , 0 7. Fasten the top layer of insulation boards with screw and plate �p,�fas�ners. Minimum spacing shall be as listed below. If insulation Manufaytetrer'3astem requirements exceed those of this section, then Manufacturer�agommenda shall be followed. c °� Field: 1 per every 2.00 square feet �a s Perimeters: 1 per every 1.33 square feet Corners: 1 per every 1.00 square feet c7 8. Any whole or partial insulation board that falls within the perimeter or corner areas shall have the increased fastening applied over the entire board. 9. Fastening patterns, and perimeter and comer areas shall be installed per the drawings and specifications. Project No. CICIOWA001B 1/12/2018 Section 07 22 16 - Page 7 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 3.04 Applied in Polyurethane Adhesive — Bead Application A. Multiple Layers 1. Temperature of adhesive, substrate, and ambient conditions shall be within the Manufacturer's recommended ranges during installation of insulation adhesive. 2 Prepare substrate to receive polyurethane adhesive as recommended by the adhesive Manufacturer. 3. Seal around all penetrations and roof perimeters to ensure no adhesive drippage below deck level. 4. Install adhesive over the substrate in beads, as follows: a. Firestone I.S.O. Stick, GenFlex ISO Bond, Carlisle Flexible FAST Adhesive, and Versico Flexible DASH Adhesive: 3/4" to 1" wide wet beads. b. Firestone I.S.O. Twin Pack and GenFlex One Step: 1/2" to 3/4" wide wet beads. 5. The minimum application rate shall be as listed below. If the adhesive Manufacturer's required application rates are more restrictive than those listed, then the Manufacturer's requirements shall be followed. N Field: Install beads at a spacing of 12" o.c. _ o Perimeters: Install beads at a spacing of 6" o.c. o m Corners: Install beads at a spacing of 4" o.c. z s 6. Bead application patterns shall be installed per the drawings_Sfid ype6iftcations. 7. Install bottom layer of insulation with all joints tightly butted artd-end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaceg and penetrations. 8. Areas of damage or missing corners in all layers shall be cut out and replaced with pieces 12" x 12" minimum, adhered into place. 9. Set insulation into adhesive immediately after foam beads have been applied. Do not allow beads to skin over prior to setting insulation. Do not slide insulation boards through adhesive during placement. 10. Ensure board adhesion and uniformity at joints by weighting down insulation until adhesive has set. Contractor shall not use rollers for this purpose. Do not remove weights until insulation is firmly attached and movement of boards no longer occurs. 11. If boards can be lifted or moved by hand, they are not sufficiently attached. 12. Additional layer(s) of insulation and cover board shall be installed in polyurethane adhesive over preceding layer(s), using procedures specified for the bottom layer. 13. Joints in each layer shall be offset a minimum of 12" from joints in the preceding layer, including all daily tie -off locations. Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 8 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 14. Remove adhesive drips or spillage from all cover board surfaces prior to installing the membrane. If facer damage results, then remove and replace the board. Remove all adhesive that protrudes above insulation or cover board surfaces at joints. 3.05 Tapered Insulation A. Install tapered insulation with slope direction as indicated on the drawings. Miter cut all panels at valleys for tight fit and alignment throughout valley length. B. Install tapered saddles in valleys, as indicated on the drawings. End of saddle shall provide for slope into the sump at the drainage device. C. Utilize tapered insulation panels and tapered edge strips to construct sumps at scuppers, as detailed. Sizes shall be as shown and noted on the drawings. D. Install tapered crickets on the upslope sides of all rectangular penetrations. Cricket slope shall be twice the field's slope, unless otherwise noted on drawings. E. Utilize tapered edge strip at transitions in construction of more than 1/4", and in other specified locations, to provide a smooth transition and proper support for the membrane system or subsequent insulation layer. Field cut and shape edge strip as required. Direct slope of edge strip to provide for proper drainage. F. Verify that tapered insulation is properly installed according to the processed shop drawings and that no irregularities exist that will result in ponding water in the finished roof system. 3.06 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. Verify that boards are positively - secured. N O B. Contractor shall correct any deficient work prior to installing subse4gent w6m or ngtiDation of completion. 3.07 Cleaning A. Contractor shall follow the requirements to Section 02 4120 - Roof—L 0166n ant foanup. 0 - End of Section - Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 9 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 THIS PAGE INTENTIONALLY w:1; Illi:7A_\21.1 Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 10 N O a n� Q� n rn Project No. CICIOWA001 B 1/12/2018 Section 07 22 16 - Page 10 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 PART ONE — GENERAL 1.01 Description A. Furnish and install a weather and watertight one -ply self -adhering vapor retarder complete, in-place, per the Drawings and Specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the Contract Documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International B. Qualifications of Installers: 1. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the workers. C. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of ther�gpecified roof warranty. cx� D. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L.) marlang on bundle, package, or container, indicating that materials have been produced under U.L.'s classification and follow-up service. 1.03 Referencesa za ca LID A. References: Materials used in this section shall be listed in the refeidnce(sybelow. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. 1. Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories Inc. 1.04 Submittals A. General: Comply with the provisions of Division 01, Material List Submit complete material list of all items proposed to be furnished and installed under this specification section. Project No,CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 1 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 C. Manufacturer's Data Submit current Manufacturer's product data sheet for each product proposed for work performed under this specification section. D. Shop Drawings Submit Contractor's proposed detail for temporary water cutoff installation. 1.05 Delivery, Storage, and Handling A. Deliver materials to job site in their original, unopened containers. Package labels shall indicate material name, production date, and/or product code. Remove Manufacturer - supplied plastic cover from top of product and cover with weatherproof tarps that are securely anchored so as to resist blow -off. B. Store materials in dry, raised, protected areas in an upright position. Control temperature of storage areas in accordance with Manufacturer's instructions. Protect materials from exposure to the elements. Do not exceed allowable live load of storage area. Store all roll goods on end. C. Follow the Manufacturer's recommendations for storage of temperature sensitive materials before and during application. D. Use all necessary means to protect the materials in this section before, during, and after installation and to protect the work and materials of all other trades. E. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of and at no additional cost to the Owner. 1.06 Scheduling A. Work is to be performed on a daily basis with each section completedbeAre gUpgressing to the next day's work, unless specifically directed otherwise by the Constru n P#nagef, B. Completion of work will be defined as the installation of all specifie Arepaffion, primer, vapor retarder, and vapor retarder flashings. C. Comply with maximum length of time the vapor retarder Manufacturer allows the, completed work to be exposed to the elements prior to installation of the subsequent roof board insulation system. D. Refer to Section 07 53 23.02 — Adhered EPDM Elastomeric Membrane Roofing, for additional related requirements. 1.07 Warranty A. Vapor retarder systems shall be included in the roofing Manufacturer's total system warranty. Refer to Section 01 78 36 — Warranties for roofing Manufacturer's warranty requirements. B. Refer to Section 01 78 36 - Warranties for Contractor's warranty requirements. Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 2 '� �. ! S 1 ..� rbc - Y �q "Ci t%�� 1!`j�,K✓>;i � � � •• a ��� t of � � <'i_ _ .. {S' Y,rr,t y�a :;• 3 14 fi<� nrr,R ,�.#.ie� ape•. ` ( N r s7. tri rr `t aya .s;,�� !�`- � t a �`<;i , ja a-• F ' .�",.Y � M a:� �a Ja��i� a :. xr � a:s tw R i 4 J' •1 _� - � T{i�� < .. .v. 4 331 1 H p���r.4 d° •�P >, �iR Y' - x', yx §°3 PE ttF Y s dl � a -t r t`j} s. � �.'•,. r-, ,�- Lbg- ti(- - Lr{n r�'M p,Y 4y y� :•1C i - ks.� - y T r . is R �. t ' _ > ��,41 h >{ � r d` ♦ !r - - �t:.'i- a ->& �.af 3 • /•� '� K • t�bf•�b •S i is1 _., a r. • rt �+�.,t�-= .:ice � �, T t Y'- _�-. jj �kNLF.`n an a c ct* L„ ��,� •. cg w ti 4� � ,� -Y e'er {. ' r '�F�3�� - •€ 1 .6 .,. Tr h " Tv Aim «' �+ � .. - . • > � 'mss ts're it*= vj • .P`„`3 .moi 3'�}r£�9 1 �=9+..+ _ ��� r •Y-t'i v }4,j�i ig .�;yl�. r .q ! h ♦: �}rs rti!/^x I S �s � A 1 a !a. '` P1 i o" iK f Y tc .L3'' `� aa•� �11 jl k c£ r �, �: Y i.a a •1 �` ix } ! - '� S ��A M�& �,` _ '61 z £ 1 tL 6 a F 9 p �p t /a•s i� # l ak �# It �".;;f�hs �d�}$�tA`i`yl�� •�3 °. ¢. �.. a '� t.M1 ��aSdr'�c�'i� i' r'' i�c - - t •1 e BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 PART TWO - PRODUCTS 2.01 General A. All materials used on this project shall be compatible with the existing conditions and with each other. B. No product shall contain any asbestos or asbestos-related products. C. Vapor retarder primer, vapor retarder, and vapor retarder flashings used on this project shall be approved by the roofing membrane Manufacturer, shall be compatible with the roof system specified, and shall qualify for the specified Membrane Manufacturers' warranties. 2.02 Vapor Retarder System Materials A. Vapor Retarder Primer: Concrete, Metal, and Wood Surfaces 1. Solvent based primer composed of resins and synthetic rubber. a. V -Force SB Primer by Firestone Building Products b. CAV -GRIP Primer by Carlisle SynTec Incorporated c. Vapor Shields B Primer by GenFlex Roofing Systems d. CAV -GRIP Primer by Versico Roofing Systems B. Self -Adhering Vapor Retarder Membrane: Field Membrane, Perimeter Flashings, and Curb Flashings 1. Vapor retarder shall be a self -adhering membrane composed q;,SBS modified bitumen adhesive on the bottom surface and a tri -laminated wovenlolyethylene on the top surface. A silicone release film covers the self-adhesive under surfa0vi 37. a. V -Force Vapor Barrier Membrane by Firestone Building Ptodupts�-- rn b. VapAir Seal 725TR by Carlisle SynTec Incorporated i� p C. Vapor Shield Membrane by GenFlex Roofing System�.._,::K c o d. Vap Air Seal 725TR by Versico Roofing Systems C. Vapor Retarder Flashings: Pipes, Conduits, Roof Drains, and Structural Steel Supports 1. For flashing of pipes, conduits, steel supports, roof drains and other penetrations, self -adhering uncured EPDM flashing and associated primer shall be used. QuickPrime and RubberGard QuickSeam EPDM FormFlash by Firestone Building Products EPDM Prime and Sure -Seal Pressure Elastoform Flashing by Carlisle SynTec Incorporated GenPrime and Peel & Stick EPDM Flashing by GenFlex Roofing Systems Versico V-150 Primer and Versigard Quick -Applied Uncured Flashing by Versico Roofing Systems Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 3 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 T -Seam Sealant 1. For sealing of T -laps, the vapor retarder Manufacturer's EPDM lap sealant shall be used. 2.03 Other Materials A. All other materials not specifically described but required for a complete and proper installation of the work in this section shall be as proposed by the Contractor, approved by the Manufacturer, and subject to the approval of the Owner. PART THREE - EXECUTION 3.01 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.02 Preparation and Surface Conditions A. Before vapor retarder application is started, remove trash, debris, grease, oil, moisture, and contaminants from substrates to receive vapor retarder. B. Prepare all surfaces according to applicable specification sections. C. Protect adjacent areas from damage. D. Surfaces scheduled to receive vapor retarder shall be free of any water, frost, snow, or loose debris. N E. Substrate shall be smooth, free of sharp projections, and free of obvious depre§ons. C) L F. All carpentry, metal fabrications, or other required preliminary work sli�, in]gailed prior to installing vapor retarder membrane, where applicable. Refer to DrawiDgQor components to be installed prior to the vapor retarder. n °' G. Vapor retarder membrane shall be inspected, repaired, and approved t%ye Ceitractor prior to installing roof insulation.; c~J 3.03 Installation: General A. Perform all related work specified elsewhere necessary for the installation of the specified vapor retarder membrane. B. Do not apply vapor retarder materials when water in any form (i.e., rain, dew, ice, frost, snow, etc.) is present. C. Specified side lap and end lap dimensions are minimums. If vapor retarder Manufacturer's requirements exceed those stated, then the Manufacturer's requirements shall be followed. D. Temperature of substrate, membrane and ambient conditions shall be within the Manufacturer's recommended ranges during application of primer and membrane materials. E. During installation, Contractor shall prevent contamination of lap areas to receive adjacent application of membrane. Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 4 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 3.04 Application/Installation: Primer, Vapor Retarder, and Vapor Retarder Flashings A. Priming C. Prime all substrates to receive vapor retarder membrane and associated flashings at the Manufacturer's recommended application rates. Rates vary depending on type and porosity of the substrate materials; but shall not be less than 1/2 gallon per 100 square feet. The primer shall be allowed to dry prior to application of vapor retarder materials. 2. Primer application shall achieve full and uniform coverage, using application procedures recommended by the Manufacturer. Vapor Retarder 1. After primer has flashed -off as recommended by the Manufacturer, vapor retarder membrane shall be unrolled and placed. 2. Beginning at low point or scupper, apply one layer of vapor barrier membrane maintaining minimum 3" side laps and 6" end laps. End laps shall be offset 3' minimum. 3. Roll all sheets in a straight line so that no kinks or fish mouths result and sheets are laid completely flat. Once sheet direction is determined, do not change direction over the entire roof area. 4. Once the membrane is in place, while holding the membrane tight, peel off the silicone release film by pulling diagonally. Membrane shall be immediately rolled with a steel roller or roller wrapped in resilient material, weighing a minimum of 100 pounds. o m 5. All side and end laps in the vapor retarder membrane shall R jmm tely roll d with a 2" silicon roller. Full adhesion shall be achieved and all e(tges.sh.Vbe w "ealed. At all T -laps and step -offs, a 2%long bead of sealant shelFtie irgalledrternally before being rolled, as required by the Manufacturer. r •Crary � Vapor Retarder Flashings? 1. Vapor retarder shall be flashed watertight and vapor -tight at9all roo5erimeters and penetrations as detailed. 2. Vapor retarder shall be continuous with adjacent building envelope materials, where shown on the Drawings, as required to provide a continuous seal. 3. Install one -ply self -adhered modified bitumen vapor retarder material at base and curb flashings. Flashings shall be applied according to the Manufacturer's current published application instructions, unless superseded by the requirements of this section. All laps in the flashing materials shall be hand rolled to ensure complete adhesion. Prevent contamination of laps. All corners shall be additionally sealed with self -adhering uncured EPDM flashing. 4. All flashings shall be thoroughly rubbed in. Loose or poorly bonded flashings will not be accepted. 5. Laps at corners shall be thoroughly sealed with a heavy tooled bead of polyurethane sealant immediately after installation. Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 5 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 6. For flashing of pipes, conduits, steel supports, and other penetrations, EPDM seam primer and self -adhering uncured EPDM flashing shall be used. All edges shall be sealed with EPDM lap sealant. 3.05 Temporary Water Cutoffs A. Temporary water cutoffs are to be avoided but are required to be constructed at the end of each working day to protect the substrate board, decking, building, and building interior from damage due to wind, snow, and rain if roofing is not complete. B. Contractor shall provide methods and materials compatible with the membrane, to provide a positively adhered weather and watertight seat, capable of withstanding inclement weather and ponded water. C. Construction of temporary water cutoffs is to be detailed by the Roofing Contractor, approved by the Manufacturer and reviewed by the Design Professional. D. Temporary water cutoffs and contaminated membrane shall be neatly trimmed and removed at the start of the next workday. E. If any water is allowed to enter the vapor retarder system, the entire affected area shall be removed and replaced at no additional cost to the Owner. 3.06 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 0 C. Inspect all vapor retarder and flashing seams prior to proceeding wdR suhaqWent construction. All loose or separated seams shall be repaired prior to proceedirg r B0 D. Inspect the vapor retarder system for punctures or other damage p kJ to emceed _with subsequent construction. Repair any such damage prior to proceeding v s 3.07 Repairs/Corrective Work ss A. Any areas of the vapor retarder membrane that incur damaged due to staging -construction work or other causes shall be repaired to satisfaction of the Owner and Manufacturer. B. Repairs shall be performed during the same workday that damaged is identified. C. Contractor shall identify procedures by which Subcontractors or other entities involved in the project can immediately report roof damage. The Contractor shall then perform immediate repairs. D. Repairs shall be performed by removal of any materials that are not fully adhered, or where moisture has passed through the membrane. The membrane shall then be overlaid with full roll width membrane material installed as specified and extending 1/2 of the roll width past the defective work on each side. 3.08 Cleaning A. Contractor shall promptly remove and dispose of all debris as it accumulates, and not later than the end of the work day. Project No.CICIOWA001B 1/12/2018 Section 07 26 03 - Page 6 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 B. Contractor shall follow the requirements of Section 02 41 20 — Roof Demolition and Cleanup. End of Section - Project No.CICIOWA001B 1/12/2018 Section 07 26 03 - Page 7 N O_ � CD ti a7 � Z mea � n Ql M 1q c� Project No.CICIOWA001B 1/12/2018 Section 07 26 03 - Page 7 BENCHMARK, INC. SELF -ADHERING ROOF VAPOR RETARDER SECTION 07 26 03 THIS PAGE INTENTIONALLY LEFT BLANK Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 8 0 O o i D�L a c c,n co Project No.CICIOWA001 B 1/12/2018 Section 07 26 03 - Page 8 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING PART ONE — GENERAL 1.01 Description A. Furnish and install a weather and watertight ballasted EPDM roof complete, in-place, per the drawings and specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International 4. ANSI/SPRI RP -4 B. Qualifications of Roofing Contractor 1. Roofing Contractor must be certified by the membrane Manufacturer as an approved applicator of the products specified within these contract documents and shall have had said approval for a minimum of three (3) years prior to the date set for opening of bids. Provide documentation of length of approval status with Manufacturer and experience with like roofing systems. C. Qualifications of Installers Use adequate number of skilled workers who are thoroughly trained alma experienced in the necessary crafts and who are completely familiar with thtsoecifQ requirements and methods needed for proper performance of the work-in this section. 2. At least 50% of the roofing crew performing the work shall have been trained and certified by the membrane Manufacturer. 3. In acceptance or rejection of the work, the Owner will make no allowance,for lack of skill on the part of the workers. D. Roofing Foreman The Foreman shall be on site overseeing the installation of the roofing system at all times that the Roofing Contractor is working, from the beginning of the project through final completion. 2. The Foreman shall have been trained and certified by the membrane Manufacturer. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 1 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING E. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of the specified roof warranty. F. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L.) marking on bundle, package, or container, indicating that materials have been produced under U.L.'s classification and follow-up service. G. The Contractor shall not subcontract the installation of the roof system covered under this specification to an individual or a firm that is not a full-time employee of the Contractor's company. Included shall be the following components: Insulation Roof Membrane 3. Membrane Flashings 1.03 References A. References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. 1. Roofing Materials and Systems Directory and Fire Resistance Directory — Underwriters Laboratories Inc. 1.04 Submittals A. General: Comply with the provisions of Division 01. Submit the following: 1. Letter from the Manufacturer certifying that the Contractor is an approved applicator in good standing, including date of approval by Manufacturer to install warranted roof systems. 2. Complete material list of all items proposed to be furnished and installed under this section. - _ Cn 3. Most recent copy of Manufacturer's literature applicable to products and q' specifications to be used. 4. Contractor's proposed detail for temporary water cutoff installation. 5. If additional stone ballast is required, submit five -pound sample of proposed stone ballast from ballast source. 1.05 Delivery, Storage, and Handling A. Protection: Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Project No. CICIOWA001B 1/12/2018 Section 07 53 23.02 - Page 2 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING B. Delivery and Storage: Deliver materials to the job site in original, unopened containers no sooner than 14 days prior to start of job. Package labels shall indicate material name, production date, lot number, and/or product code. Materials shall be stored up, off of the roof deck or ground and covered completely with weatherproof tarps that are securely anchored, so as to resist wind blow -off. When storing materials on the roof, do not over stress deck. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.06 Scheduling A. Work is to be performed on a daily basis with each section completed before progressing to the next days work, unless specifically directed otherwise by the Owner's Representative. B. Completion of work will be defined as installation of all specified roof preparation, unit cost insulation replacement, field membrane, flashings, watertight flashing terminations, and spot ballasting. C. Schedule and supervise work crews so that daily production schedules of new roofing shall be limited to only that which can be made 100% watertight at the end of the day, including all flashing and night seals (water cutoffs). 1.07 Warranty A. Warranty: See Section 01 78 36 PART TWO - PRODUCTS 2.01 General A. Minimum product requirements have been listed. All of these components must be used and bid. Products not supplied by the membrane Manufacturer are to be purchasEwrom a Manufacturer -approved source. o .r,n q B. Manufacturer supplied V.O.C. compliant products shall be bid and us4�02; regulations are in effect at the project location at the time of bidding. ? Z — � C. No product shall contain any asbestos or asbestos-related products. 2.02 Products Supplied By Membrane Manufacturer ,- o A. Roof Membrane Roof membrane shall be nominal 90 -mil, non -reinforced, black, fire -retardant EPDM sheet membrane. Membrane shall comply with ASTM D 4637, Type I and shall be labeled as such. 2. Approved Products 7.1 RubberGard Platinum LSFR by Firestone Building Products Sure -Seal FR Non -Reinforced by Carlisle SynTec Incorporated Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 3 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING I FBI E. C. AFR EPDM Membrane by GenFlex Roofing Systems Versigard Non -Reinforced by Versico Roofing Systems Where field membrane is not turned up to form base flashing, base flashing shall be constructed with nominal 90 -mil cured, non -reinforced, black, fire -retardant EPDM sheet membrane. Membrane shall comply with ASTM D 4637, Type I and shall be labeled as such. Approved Products a. RubberGard Platinum LSFR by Firestone Building Products b. Sure -Seal FR Non -Reinforced by Carlisle SynTec Incorporated C. AFR EPDM Membrane by GenFlex Roofing Systems d. Versigard Non -Reinforced by Versico Roofing Systems For flashing of edge metal or stripping -in pre -manufactured EPDM pipe boot flanges, 9" minimum self -adhering, cured or semi -cured EPDM shall be used, as recommended by the Manufacturer. Approved Products a. QuickSeam Batten Cover by Firestone Building Products b. Sure -Seal Pressure Sensitive Cured Cover Strip by Carlisle SynTec Incorporated C. Cover Tape by GenFlex Roofing Systems N d. Versigard Quick -Applied Cured Cover Strip (Black) by VersiRoofing Systems co v ` 4 Z For flashing of conduits, hot stacks, and other field -fabricated round pA@;atiowflash�gs, self -adhering uncured EPDM flashing shall be used. 1. Approved Products a. QuickSeam FormFlash by Firestone Building Products i� b. Sure -Seal Pressure Elastoform Flashing by Carlisle SynTec Incorporated C. Peel & Stick EPDM Flashing by GenFlex Roofing Systems d. Versigard Quick -Applied Uncured Flashing by Versico Roofing Systems For flashing of inside and outside corners, pre-cut, self -adhering, uncured EPDM inside and outside corners shall be used. Approved Products a. QuickSeam Corner Flashing by Firestone Building Products Q Sure -Seal Inside/Outside Corner by Carlisle SynTec Incorporated Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 4 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING C. Peel & Stick Corner by GenFlex Roofing Systems d. EPDM Quick -Applied Inside/Outside Corners by Versico Roofing Systems Pre -manufactured, self -adhering, EPDM pipe flashings shall be used for all round penetrations where installation is feasible. 1. Approved Products a. QuickSeam Pipe Flashing by Firestone Building Products b. Sure -Seal Pressure -Sensitive Pipe Seal by Carlisle SynTec Incorporated C. Peel & Stick Pipe Boot by GenFlex Roofing Systems d. Versigard Quick -Applied Pipe Seals (Black) by Versico Roofing Systems G. For splicing membrane and flashing sheets seam primer, 3" EPDM seam tape, and 5" minimum self -adhering cured or semi -cured EPDM cover strip shall be used. 1. Approved Products a. QuickPrime, QuickSeam Splice Tape, and QuickSeam Flashing by Firestone Building Products b. EPDM Primer, Sure -Seal SecurTape, and Sure -Seal Pressure Sensitive Cured Cover Strip by Carlisle SynTec Incorporated C. GenPrime, Seam Tape, and Cover Tape by GenFlex Roofing Systems d. Versico V-150 Primer, Versigard EPDM Quick -Applied Seam Tape (Black), and Versigard Quick -Applied Cured Cover Strip (Black) by Versico Roofing Systems _ H. For bonding flashings to vertical and horizontal surfaces, solvent-base#it�stGe adhesive shall be used. 1. Approved Products r rn �g; O'p a. BA -2004(T) Bonding Adhesive by Firestone Building Proatts b. Sure -Seal 90-8-30A Bonding Adhesive by Carlisle SynTec Incorporated C. GenFlex Bonding Adhesive by GenFlex Roofing Systems d. G200SA Yellow Substrate Adhesive by Versico Roofing Systems For sealing behind top edges of base flashings, within drain flashing details, and at other specified locations, water cutoff sealant shall be used. Approved Products a. Water Block Seal (S-20) by Firestone Building Products Water Cut -Off Mastic by Carlisle SynTec Incorporated Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 5 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING J. K. L. C. Waterstop by GenFlex Roofing Systems d. G-500 CM Water Cut -Off Mastic by Versico Roofing Systems For base terminations at perimeters and curbs, concealed 6" strips of reinforced 45 -mil minimum EPDM with factory laminated integral 3" seam tape shall be used. Approved Products a. QuickSeam Reinforced Perimeter Fastening (RPF) Strip by Firestone Building Products b. Sure -Seal Pressure -Sensitive RUSS by Carlisle SynTec Incorporated C. Peel & Stick RPS (Reinforced Perimeter Strip) by GenFlex Roofing Systems d. Quick -Applied Reinforced Termination Strip (RTS) by Versico Roofing Systems System Fasteners — Wood/Steel 1. Corrosion -resistant, self -tapping, self -drilling #14 screw with low profile head meeting Factory Mutual 4470 requirements. 2. Corrosion -resistant, factory -made, Galvalume-coated, 2" steel plates, as supplied by the Membrane Manufacturer. 3. Fastening accessories shall be FM Global approved for the specified system. 4. Approved Products a. Heavy -Duty Fastener by Firestone Building Products b. HP Fastener by Carlisle SynTec Incorporated o C. GenFast #14 Fastener by GenFlex Roofing System sA � �f d. HPV Fastener by Versico Roofing Systems m r— m � <t Fri System Fasteners — Concrete / Masonry 7 1. Corrosion -resistant friction fit or threaded fastener with low prOEle head meeting Factory Mutual 4470 requirements. Fastener shall penetrate a minimum of 2" into the structural wall substrate or curb located behind any wood or gypsum wall sheathing/facing materials. 2. Corrosion -resistant, factory -made, Galvalume-coated 2" steel plates, as supplied by the Membrane Manufacturer. 3. Fastening accessories shall be FM Global approved for the specified system. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 6 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING 4. Approved Products a. Heavy -Duty or Concrete Drive Fastener by Firestone Building Products b. HD 14-10 Concrete Fastener or CD -10 Fastener by Carlisle SynTec Incorporated C. GenFast #14 Fastener or CD -10 Concrete Fastener by GenFlex Roofing Systems d. MP 14-10 Fastener or CD -10 Fastener by Versico Roofing Systems M. Where termination bars are shown on the drawings, they shall be minimum 1/8" x 1" extruded aluminum, with caulk lip, where shown. Approved Products a. Termination Bar by Firestone Building Products b. Termination Bar by Carlisle SynTec Incorporated C. GenFast Termination Bar by GenFlex Roofing Systems d. Termination Bar by Versico Roofing Systems 2.03 Products Supplied by Other Manufacturers A. Precast Concrete Ballast Pavers 1. Precast concrete paver with diamond embossed natural finish. Concrete shall possess 7,000 psi minimum compressive strength in accordance with ASTM C 140, 725 psi minimum flexural strength in accordance with ASTM C 293, arrcb6% maximum water absorption per ASTM C 140. Pavers shall becsupplie6-24" x 24" nominal. Minimum paver thickness shall be 2" nominal. 3 ; 2. Approved Products c� a. Standard Ballast Paver by Hanover Architectural Proditets' b. Plaza Paver by Westile C. Standard Paver by Tectura Designs B. Paver Pedestals 1. Pedestals shall be as supplied by the paver Manufacturer. 2. Approved Products 0 Q C. High -Tab Pedestal and Leveling Shims by Hanover Architectural Products Model HD50 Pedestal and Shims by Westile #7 Terra -Tabs and Terra -Shim Plates by Tectura Designs Project No. CICIOWA001 B 1/12/2018 Sertion 07 53 23.02 - Page 7 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING C. Refer to Section 07 62 00 — Sheet Metal Flashing and Trim for butyl tape sealers, and EPDM washered fasteners and sealant to be used with termination bars. 2.04 Other Materials A. Existing stone ballast shall be used. If required, contractor -supplied stone ballast shall be washed, nominal 2-1/2" smooth river bottom stone of ballast gradation size #2 or alternatively #1, as specified in ASTM D448 or ASTM D7655/137655M. C. All other materials not specifically described but required for a complete and proper installation of the work in this section shall be as selected by the Contractor, approved by the Manufacturer, and subject to the approval of the Owner. PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation techniques are to be followed with the following requirements. These specific minimum requirements must be included in bid and are not to be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.03 Surface Conditions o [J A. Surfaces scheduled to receive roofing are to be free of any water, frost5&w,$ IooseQbris. B. Substrate is to be smooth, free of sharp projections, and free of obviot �d*rell-ons. -<r- ,� In C. All necessary metal fittings are to be in-place before roofing. ` rn aO D. All required nailers shall be securely installed prior to roofing. y E. Do not proceed with the installation when surface temperatures are below the minimum allowed by the roof membrane Manufacturer. 3.04 Installation — General A. Perform all related work specified elsewhere necessary for the installation of the specified membrane system. B. Ensure that fasteners are not installed into precast concrete double -tee roof decking. C. Certain combinations of temperature and humidity may cause condensation on the surface of solvent -based products. If this condition occurs, do not mate the surfaces. When the ambient air-conditions no longer cause condensation, apply additional material and proceed. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 8 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING D. All surfaces scheduled to receive membrane or flashing must be free of physical contact with any bituminous surfaces, clean, and smooth. 3.05 Installation of Roofing Membrane A. Unroll and position roofing membrane in a neat and orderly fashion, without stretching, over the approved substrate. Membrane laps shall be installed in a shingled manner in the direction of drainage. Allow roof membrane to relax a minimum of 60 minutes before seaming or attaching to substrate. As ambient air temperatures decrease, relaxation time shall increase. B. When placing the membrane, ensure factory and field -fabricated seams are held back a minimum of 24" from edges of drain rings. C. Overlap each successive sheet at side laps and all end laps the width of the seam tape being used. Sheets shall be spliced so that the splice is not less than 2'/2' for 3" tape. D. Seaming area is to be clean and free of .dust, dirt, adhesive, and debris. When cleaning is required, follow the Manufacturer's written procedures for cleaning. E All seams shall be cleaned/primed prior to seaming. Change cleaning/priming pads at intervals required by the Manufacturer. F. After primer has dried, apply splice tape and press onto lower sheet. Peel release paper and allow upper sheet to fall onto splice tape. Immediately roll seam with 2" silicon roller. G. Immediately inspect seams for voids or other defects, and perform any required corrective work. H. After corrective work, repeat the cleaning/priming process in preparation for stripping -in seams. N O I. After primer has dried, strip -in seam with specified material, centered Viper undwlying seem edge. Thoroughly roll -in stripping layer to ensure no voids or unadhered Weag%sult. L Overlap ends of stripping layers 5". Stripping application shall be perf" df ng ti me workday as primary seaming application. rn c J. On a daily basis, seams shall be checked for voids or other defects, repairs m de, and Jap seam sealant applied where required. K. Repair all cuts, punctures, wrinkles within 18" of seams or wrinkles running toward seams. All wrinkles shall be cut out and patched. Seam cleaner/primer, cured or semi -cured self - adhering EPDM, and lap sealant shall be used for all repairs. All cuts and punctures shall be repaired immediately after they are discovered. L. For cold weather application procedures, refer to the Manufacturer's specifications for additional requirements. M. Following installation, the membrane shall be temporarily ballasted to prevent wind damage. Temporary ballast shall not cover any seams. N. When membrane installation is complete and all deficiencies have been corrected, notify the Owner's Representative and roof membrane Manufacturer for inspection. Project No. CICIOWA001B 1/12/2018 Section 07 53 23.02 - Page 9 BENCHMARK, INC. BALLASTED EPDM ELAST. OMERIC MEMBRANE SECTION 07 53 23.02 ROOFING 3.06 Membrane Securement A. Securement shall be provided at all roof perimeters, curbs, and other locations as shown on the detail drawings. B. Securement shall be achieved as follows: 1. Concealed Reinforced Membrane Strips a. Install 6" wide reinforced membrane strip along base of flashing substrate and fasten with seam plates and the appropriate fasteners into the sound vertical or horizontal substrate. Horizontal or vertical fastener placement shall be as shown on the detail drawings. Spacing of the fasteners shall be 12" o.c. maximum. 1) For horizontal attachment, the reinforced strip must be positioned a minimum 1/8" to a maximum of 1" away from the angle change. 2) For vertical attachment, the reinforced strip must be attached to the sound vertical substrate, and must extend a minimum of 3" onto the horizontal substrate. b. Adjacent sections of the reinforced strip sha;l not be overlapped. Gaps between adjacent sections shall not exceed 1". C. Clean and prime the underside of the membrane prior to removing release paper from integral seam tape. d. To splice the membrane to the reinforced strip, follow standard splicing procedures. e. The specified 5" minimum seam stripping membrane shall follow the seams as they extend to the top of the vertical flashing substrate. N 2. Plates with Fasteners o — m a. Where the use of concealed reinforced stripping is not shown on the drawing(s), membrane plates with appropriate fasteners shallbe used in a Manufacturer -approved manner. b. Fasteners shall be installed horizontally into the structural deck or vertically into walls or curbs, as shown on the drawings. "rl' c C. Fastener spacing shall be 12" o.c. maximum starting 6" minimum from inside and outside corners, unless otherwise noted. 3.07 Flashings A. Flashings shall be constructed and terminated as per the detail drawings. The specified water cutoff sealant shall be applied behind the top edges of the flashings. The top edges of flashings shall be fastened per the Manufacturer's requirements at a minimum, unless superseded by the detail drawings. B. Cured EPDM membrane shall be used for base flashings, wherever possible. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 10 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING C. All flashings shall be 8" minimum in height above the field membrane, wherever possible. D. Uncured EPDM flashing usage shall be limited to conduits, hot stacks, and other penetrations where noted on the drawings. Pre -manufactured, self -adhering, EPDM pipe boots shall be used in lieu of field formed pipe flashings wherever possible. Pipe boot flanges shall be stripped -in with a secondary layer of self -adhering cured or semi cured EPDM flashing, as shown on the drawings. F. All base flashings shall be totally bonded to the substrate. Loose, wrinkled, or poody bonded flashings will not be accepted. G. Flashing seams shall be constructed by cleaning and priming the seam areas and installing 3" seam tape with 5" minimum self -adhering cured or semi -cured EPDM cover strip, unless otherwise shown on the drawings. 3.08 Roof Drains A. Remove any existing roofing materials from the drain bowl and clamping ring. Wire brush and solvent clean drain flanges down to cast iron surface. B. Position the membrane over the drain flange, ensuring no factory or field -fabricated seams are located within 24" of the drain edge. C. Cut hole with 1/2" — 3/4" membrane extending past drain bolt locations. D. Cut holes in the membrane for the bolts to penetrate through. Do not cut notches back to the bolt locations. o_ E. Apply water cutoff sealant over the entire drain flange. nC-� F. Install the clamping ring and tighten all bolts to achieve complete cor' ;4sidf. All Il - locations shall be functional. J a% G. Install drain strainer. �n C7� aD H. Contractor shall replace and install any broken, missing, or damaged 4iein hafk!Ware, using components purchased from the drain Manufacturer, at no additional cost to the Owner. 3.09 Pitch Pans A. Pitch pans are not approved and shall not be installed. 3.10 Paver Ballasting A. Inspect all pavers upon delivery to the jobsite. Reject any cracked, chipped, or damaged units and replace with units of exact color match. B. After acceptance of the roof membrane by the Owner and roofing Manufacturer, promptly apply paver pedestals and precast concrete pavers where shown on the drawings. C. Accurately plan pedestal and paver installation in advance to provide a symmetrical layout with minimal sawing of pavers. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 11 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING D. Pedestals shall be of uniform thickness throughout the entire roof area, thus pavers will slope with the roof membrane. E. Install pedestal system in strict accordance with Manufacturer's current published instructions. F. Contractor shall accurately shim under pavers to ensure all units are firmly set and absolutely no paver movement occurs under off -center loading. G. Saw cut pavers using Manufacturer's recommended procedure, as required to provide an accurate fit at all roof perimeters, penetrations, and changes in roof slopes. Plan paver layout in advance to minimize required cuts. H, Carefully set pavers, using paver -handling tool(s) supplied by paver Manufacturer. Prevent chipping/damage to pavers during handling. Do not install chipped or damaged pavers. 3.11 Ballasting A. Contractor shall take care to prevent membrane damage, crushing of insulation, and overloading of the building structure during the ballasting operation. B. Roofing to be spot ballasted at the end of each working day. C. Seams are not to be covered during spot ballasting. D. After each area of work is completed and all seams are checked, contact Owner's Representative and membrane Manufacturer for inspection. E. When the membrane is approved in writing by the Owner's Representative, roof membrane Manufacturer and Contractor, remove spot ballast and proceed with installation of stone ballast. N F. Reinstall existing stone ballast around and between roof paver areas at a unifd55 rate of 15 lbs/sf. Z _—• G. Determine ballast rate by field weighing 12" x 12" samples during insta, Wri ofballast Perform sufficient number of tests to certify the specified rate is provided"ll Mas. 01T H. Provide and install additional #2 ballast on a unit price basis, if the quantittrq ex*ting ttst is not sufficient to provide the specified weight. I. Ballast shall be uniformly installed up against all perimeters, penetrations, drain strainers, and pavers. Contractor shall prevent ballast from entering drain lines. 3.12 Temporary Water Cutoffs A. Temporary water cutoffs shall be constructed at the end of each working day to protect the insulation, roofing, building, and building interior from damage due to wind, snow, and rain. B. Contractor shall provide methods and materials compatible with the membrane, to provide a positively adhered weather and watertight seal, capable of withstanding inclement weather and ponded water. Project No. CICIOVIA001 B 1/12/2018 Section 07 53 23.02 - Page 12 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING C. Construction of temporary water cutoffs is to be detailed by the Contractor and approved by the Manufacturer and the Owner's Representative. D. Temporary water cutoffs and contaminated membrane shall be neatly trimmed and removed at the start of the next workday. 3.13 Extra Stock A. As part of this project, Contractor shall supply to the Owner 10 new ballast pavers and 40 paver pedestals with shims as extra stock. Pavers shall be of same manufacture, style, color, and size as used on this project. Extra stock shall be delivered to a location within the project site as designated by the Owner. B. As part of this project, Contractor shall supply to the Owner one new paver -handling tool as supplied by the paver Manufacturer. 3.14 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B.. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.15 Cleaning A. Contractor shall follow the requirements of Section 02 41 19.01 — Roof Demolition and Cleanup. - End of Section — Project No. CICIOWAC01B 1/12/2018 Section 07 53 23.02 - Page 13 N D m 9- 3> c� Project No. CICIOWAC01B 1/12/2018 Section 07 53 23.02 - Page 13 BENCHMARK, INC. BALLASTED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.02 ROOFING THIS PAGE INTENTIONALLY LEFT BLANK Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 14 ,a; Gy � t. q^� !10 Q% C) Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.02 - Page 14 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING F. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L.) marking on bundle, package, or container, indicating that materials have been produced under U.L.'s classification and follow-up service. G. The Contractor shall not subcontract the installation of the roof system covered under this specification to an individual or a firm that is not a full-time employee of the Contractor's company. Included shall be the following components: 1. Insulation and Cover Board 2. Roof Membrane Membrane Flashings 1.03 References References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. Roofing Materials and Systems Directory and Fire Resistance Directory — Underwriters Laboratories Inc. 1.04 Submittals A. General: Comply with the provisions of Division 01. Submit the following: 1. Letter from the Manufacturer certifying that the Contractor is an approved applicator in good standing, including date of approval by Manufacturer to install warranted roof systems. 2. Complete material list of all items proposed to be furnished and instaifid under this section. C) m � Y 3. Most recent copy of Manufacturer's literature applicable to prp�d,dzjh aF9 specifications to be used. -- r 4. Contractor's proposed detail for temporary water cutoff instal&. = J1 1.05 Delivery, Storage, and Handlings A. Protection: Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. B. Delivery and Storage: Deliver materials to the job site in original, unopened containers no sooner than 14 days prior to start of job. Package labels shall indicate material name, production date, lot number, and/or product code. Materials shall be stored up, off of the roof deck or ground and covered completely with weatherproof tarps that are securely anchored, so as to resist wind blow -off. When storing materials on the roof, do not over stress deck. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 2 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 5323.04 ROOFING D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.06 Scheduling Work is to be performed on a daily basis with each section completed before progressing to the next days work, unless specifically directed otherwise by the Owner's Representative. Completion of work will be defined as one of the following: Roof Section D: Installation of all specified roof preparation, vapor retarder substrate board, primer, vapor retarder, and vapor retarder flashings. 2. Roof Sections B -D: Installation of all specified roof preparation, insulation, cover board field membrane, flashings, and watertight flashing terminations. C. Schedule and supervise work crews so that daily production schedules of new roofing shall be limited to only that which can be made 100% watertight at the end of the day, including all flashing and night seals (water cutoffs). 1.07 Warranty A. Warranty: See Section 01 78 36 PART TWO - PRODUCTS 2.01 General A. Minimum product requirements have been listed. All of these components must be used and bid. Products not supplied by the membrane Manufacturer are to be purchased from a Manufacturer -approved source. B. Manufacturer supplied V.O.C. compliant products shall be bid and use- ".0TX. regOlElitions are in effect at the project location at the time of bidding. - a �• C. No product shall contain any asbestos or asbestos-related products. -4 n A a rl 2.02 Products Supplied By Membrane Manufacturer o 0 0 A. Roof Membrane 1. Roof membrane shall be nominal 90 -mil, non -reinforced, black, Fre-retardant EPDM sheet membrane. Membrane shall comply with ASTM D 4637, Type 1 and shall be labeled as such. 2. Approved Products a. RubberGard Platinum LSFR by Firestone Building Products b. Sure -Seal FR Non -Reinforced by Carlisle SynTec Incorporated C. AFR EPDM Membrane by GenFlex Roofing Systems d. Versigard Non -Reinforced by Versico, Roofing Systems Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 3 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING B. Where field membrane is not turned up to form base flashing, base flashing shall be constructed with nominal 90 -mil cured, non -reinforced, black, fire -retardant EPDM sheet membrane. Membrane shall comply with ASTM D 4637, Type I and shall be labeled as such. Approved Products a. RubberGard Platinum LSFR by Firestone Building Products b. Sure -Seal FR Non -Reinforced by Carlisle SynTec Incorporated C. AFR EPDM Membrane by GenFlex Roofing Systems d. Versigard Non -Reinforced by Versico Roofing Systems C. For flashing of edge metal or stripping -in pre -manufactured EPDM pipe boot flanges, 9" minimum self -adhering, cured or semi -cured EPDM shall be used, as recommended by the Manufacturer. Approved Products a. QuickSeam Batten Cover by Firestone Building Products b. Sure -Seal Pressure Sensitive Cured Cover Strip by Carlisle SynTec Incorporated C. Cover Tape by GenFlex Roofing Systems d. Versigard Quick -Applied Cured Cover Strip (Black) by Versico Roofing Systems o m D. For flashing of scuppers, conduits, hot stacks, and other field-fabricated-*0bnc§ppnetrMR flashings, self -adhering uncured EPDM flashing shall be used. c 1. Approved Products r- c d t y a. QuickSeam FormFlash by Firestone Building ProducfQ" b. Sure -Seal Pressure Elastoform Flashing by Carlisle SynTec IRbrporated C. Peel & Stick EPDM Flashing by GenFlex Roofing Systems d. Versigard Quick -Applied Uncured Flashing by Versico Roofing Systems E. For flashing of inside and outside corners, pre-cut, self -adhering, uncured EPDM inside and outside corners shall be used. Approved Products a. QuickSeam Corner Flashing by Firestone Building Products b. Sure -Seal Inside/Outside Corner by Carlisle SynTec Incorporated C. Peel & Stick Corner by GenFlex Roofing Systems d. EPDM Quick -Applied Inside/Outside Corners by Versico Roofing Systems Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 4 BENCHMARK, INC. ADHERED EPDA1 ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING F. Premanufactured, self -adhering, EPDM pipe flashings shall be used for all round penetrations where installation is feasible. 1. Approved Products a. QuickSeam Pipe Flashing by Firestone Building Products b. Sure -Seal Pressure -Sensitive Pipe Seal by Carlisle SynTec Incorporated C. Peel & Stick Pipe Boot by GenFlex Roofing Systems d. Versigard Quick -Applied Pipe Seals (Black) by Versico Roofing Systems G. For splicing membrane and flashing sheets seam primer, 3" EPDM seam tape, and 5" minimum self -adhering cured or semi -cured EPDM cover strip shall be used. 1. Approved Products a. QuickPrime, QuickSeam Splice Tape, and QuickSeam Flashing by Firestone Building Products b. EPDM Primer, Sure -Seal SecurTape, and Sure -Seal Pressure Sensitive Cured Cover Strip by Carlisle SynTec Incorporated C. GenPrime, Seam Tape, and Cover Tape by GenFlex Roofing Systems d. Versico V-150 Primer, Versigard EPDM Quick -Applied Seam Tape (Black), and Versigard Quick -Applied Cured Cover Strip (Black) by Versico Roofing Systems H. For bonding field membrane and membrane flashings to vertical and horizonti°aurfaces, solvent -based substrate adhesive shall be used. O a -4 1. Approved Products c� e+ a. BA -2004(T) Bonding Adhesive by Firestone Building Plcts rrt b. Sure -Seal 90-8-30A Bonding Adhesive by Carlisle Syn�%jincq�orate; ?> <^ C. GenFlex Bonding Adhesive by GenFlex Roofing Systems d. G200SA Yellow Substrate Adhesive by Versico Roofing Systems I. For sealing behind top edges of base flashings, within drain flashing details, and at other specified locations, water cutoff sealant shall be used. 1. .Approved Products a. Water Block Seal (S-20) by Firestone Building Products b. Water Cut -Off Mastic by Carlisle SynTec Incorporated C. Waterstop by GenFlex Roofing Systems d. G-500 CM Water Cut -Off Mastic by Versico Roofing Systems Project No. CICIOWA001B 1/12/2018 Section 07 53 23.04 - Page 5 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING For base terminations at perimeters and curbs, concealed 6" strips of reinforced 45 -mil minimum EPDM with factory laminated integral 3" seam tape shall be used. Approved Products a. QuickSeam Reinforced Perimeter Fastening (RPF) Strip by Firestone Building Products b. Sure -Seal Pressure -Sensitive RUSS by Carlisle SynTec Incorporated C. Peel & Stick RPS (Reinforced Perimeter Strip) by GenFlex Roofing Systems d. Quick -Applied Reinforced Termination Strip (RTS) by Versico Roofing Systems K. System Fasteners — Wood/Steel 1. Corrosion -resistant, self -tapping, self -drilling #14 screw with low profile head meeting Factory Mutual 4470 requirements. 2. Corrosion -resistant, factory -made, Galvalume-coated, 2" steel plates, as supplied by the Membrane Manufacturer. 3. Fastening accessories shall be FM Global approved for the specified system. 4. Approved Products a. Heavy -Duty Fastener by Firestone Building Products b. HP Fastener by Carlisle SynTec Incorporated C. GenFast #14 Fastener by GenFlex Roofing Systems N d. HPV Fastener by Versico Roofing Systems Ea c= L. System Fasteners — Concrete / Masonry; 1. Corrosion -resistant friction fit or threaded fastener with low ORD f h� me tlllg Factory Mutual 4470 requirements. Fastener shall penetrate -et nin3ym Of tinto the structural wall substrate or curb located behind any wood or gypsgim x7a11 sheathing/facing materials. 2. Corrosion -resistant, factory -made, Galvalume-coated 2" steel plates, as supplied by the Membrane Manufacturer. 3. Fastening accessories shall be FM Global approved for the specified system. 4. Approved Products a. 0 Heavy -Duty or Concrete Drive Fastener by Firestone Building Products HD 14-10 Concrete Fastener or CD -10 Fastener by Carlisle SynTec Incorporated Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 6 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING C. GenFast #14 Fastener or CD -10 Concrete Fastener by GenFlex Roofing Systems d. MP 14-10 Fastener or CD -10 Fastener by Versico Roofing Systems M. Where termination bars are shown on the drawings, they shall be minimum 1/8" x 1" extruded aluminum, with caulk lip, where shown. Approved Products a. Termination Bar by Firestone Building Products b. Termination Bar by Carlisle SynTec Incorporated C. GenFast Termination Bar by GenFlex Roofing Systems d. Termination Bar by Versico Roofing Systems N. Where walkways are shown on the drawings, 30" x 30" black EPDM rubber pads with integral 3" seam tape shall be used. 1. QuickSeam Walkway Pad by Firestone Building Products 2. Sure -Seal Pressure Sensitive Walkway Pad by Carlisle SynTec Incorporated 3. FlexGuard Peel & Stick Walkway Pad by GenFlex Roofing Systems 4. Pressure -Sensitive Molded Walkway Pad by Versico Roofing Systems 2.03 Products Supplied by Other Manufacturers 0 A. Refer to Section 07 62 00 - Sheet Metal Flashing and Trim for butyl tao seealef, and.EMM washered fasteners and sealant to be used with termination bars. 2.04 Other Materials a' �n A. All other materials not specifically described but required for a completed proper; installation of the work in this section shall be as selected by the Contra�-apgtLved q the Manufacturer, and subject to the approval of the Owner. C , PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation techniques are to be followed with the following requirements. These specific minimum requirements must be included in bid and are not to be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. Project No. CICIOWA001B 1/12/2018 Section 07 53 23.04 - Page 7 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING 3.03 Surface Conditions A. Surfaces scheduled to receive roofing are to be free of any water, frost, snow, or loose debris. B. Substrate is to be smooth, free of sharp projections, and free of obvious depressions. C. All necessary metal fittings are to be in-place before roofing. D. All required nailers shall be securely installed prior to roofing. E. Do not proceed with the installation when surface temperatures are below the minimum allowed by the roof membrane Manufacturer. 3.04 Installation — General A. Perform all related work specified elsewhere necessary for the installation of the specified membrane system. B. Ensure that fasteners do not penetrate conduit or other miscellaneous items on the underside of the roof deck. C. Certain combinations of temperature and humidity may cause condensation on the surface of solvent -based products. If this condition occurs, do not mate the surfaces. When the ambient air-conditions no longer cause condensation, apply additional material and proceed. D. All surfaces scheduled to receive membrane or flashing must be free of physical contact with any bituminous surfaces, clean, and smooth. n� 3.05 Installation of Roofing Membrane m A. Unroll and position roofing membrane in a neat and orderly fashion, without st&6tching, oder the approved substrate. Membrane laps shall be installed in a shingled manneYjn the"-, direction of drainage. Allow roof membrane to relax a minimum of 30 minutes before seaming or attaching to substrate. As ambient air temperatures decrease, relation f roa, shall increase. B. When placing the membrane, ensure factory and field -fabricated seam re he�kback a minimum of 24" from edges of drain rings. C. Fold membrane back approximately in half so as to expose the underside. Sweep the mating surface and insulation to remove contaminants. D. Apply bonding adhesive with an approved, solvent -resistant roller to both the underside of the membrane and the cover board. Keep bonding adhesive out of seam area. Bonding adhesive shall be applied at rates directed by the Manufacturer. E. Allow bonding adhesive to flash off until tacky. F. The coated membrane shall be rolled onto the previously coated substrate slowly and evenly, being careful to avoid wrinkles or air pockets. Immedia+ely broom into place with a medium bristle push broom to work out any air bubbles. Push the broom down the center of the sheet followed by brooming out from the center on both sides. Immediately after brooming, roll the membrane in both directions with a minimum 100 Ib., steel, membrane roller approved by the membrane Manufacturer. Project No. CICIOWA001B 1/12/2018 Section 07 53 23.04 - Page 8 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING G. The remaining un -bonded half of the sheet shall be folded back and the procedure repeated. H. Seaming area is to be clean and free of dust, dirt, adhesive, and debris. When cleaning is required, follow the Manufacturer's written procedures for cleaning. Overlap each successive sheet at side laps and all end laps the width of the seam tape being used. Sheets shall be spliced so that the splice is not less than 2'/s" for 3" tape. J. All seams shall be cleaned/primed prior to seaming. Change cleaning/priming pads at intervals required by the Manufacturer. K. After primer has dried, apply splice tape and press onto lower sheet. Peel release paper and allow upper sheet to fall onto splice tape. Immediately roll seam with 2" silicon roller. L. Immediately inspect seams for voids or other defects, and perform any required corrective work. M. After corrective work, repeat the cleaning/priming process in preparation for stripping -in seams. N. After primer has dried, strip -in seam with specified material, centered over underlying seam edge. Thoroughly roll -in stripping layer to ensure no voids or unadhered areas result. Overlap ends of stripping layers 5". Stripping application shall be performed during the same workday as primary seaming application. O. On a daily basis, seams shall be checked for voids or other defects, repairs made, and lap seam sealant applied where required. P. Repair all cuts, punctures, wrinkles within 18" of seams or wrinkles running toward seams. All wrinkles shall be cut out and patched. Seam cleaner/primer, cured or semi -cured self - adhering EPDM, and lap sealant shall be used for all repairs. All cuts and punctures shall be repaired immediately after they are discovered. Q. For cold weather application procedures, refer to the Manufacturer's specifico�pns for additional requirements. rn 3.06 Membrane Securement'- { z A. Securement shall be provided at all roof perimeters, curbs, and otherld�ion CT es sfj)xZwu on the detail drawings. `�iTt p ` ' b c ;,J B. Securement shall be achieved as follows: cry 1. Concealed Reinforced Membrane Strips a. Install 6" wide reinforced membrane strip along base of flashing substrate and fasten with seam plates and the appropriate fasteners into the sound vertical or horizontal substrate. Horizontal or vertical fastener placement shall be as shown on the detail drawings. Spacing of the fasteners shall be 12" o.c. maximum. 1) For horizontal attachment, the reinforced strip must be positioned a minimum 1/8" to a maximum of 1" away from the angle change. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 9 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING 2) For vertical attachment, the reinforced strip must be attached to the sound vertical substrate and must extend a minimum of 3" onto the horizontal substrate. b. Adjacent sections of the reinforced strip shall not be overlapped. Gaps between adjacent sections shall not exceed 1". C. Clean and prime the underside of the membrane prior to removing release paper from integral seam tape. d. To splice the membrane to the reinforced strip, follow standard splicing procedures. e. The specified 5" minimum seam stripping membrane shall follow the seams as they extend to the top of the vertical flashing substrate. 2. Plates with Fasteners a. Where the use of concealed reinforced stripping is not shown on the drawing(s), membrane plates with appropriate fasteners shall be used in a Manufacturer -approved manner. b. Fasteners shall be installed horizontally into the structural deck or vertically into walls or curbs, as shown on the drawings. C. Fastener spacing shall be 12" o.c. maximum starting 6" minimum from inside and outside corners, unless otherwise noted. 3. At metal fascia edges, membrane shall be turned down over the roof edge and onto the wall below the bottom nailer as dimensioned. The membrane shall be secured with the continuous cleat on the vertical and the metal fascia flange on the horizontal. r,a 3.07 Flashings E L A. Flashings shall be constructed and terminated as per the detail drawl r qaj=Th4.pecified water cutoff sealant shall be applied behind the top edges of the flashings. p edges of flashings shall be fastened per the Manufacturer's requirements at a dubs Dunn anless superseded by the detail drawings. -<1 C r 3 E_ B. Cured EPDM membrane shall be used for base flashings, wherever p0Q3fte. efl rr O C. All flashings shall be 8" minimum in height above the field membrane, whereveP'possible. D. Edge metal shall be flashed using self -adhering, cured or semi -cured EPDM, as recommended by the Manufacturer. Minimum overlap beyond metal flanges shall be 6". E. Uncured EPDM flashing usage shall be limited to scuppers, conduits, hot stacks, and other penetrations where noted on the drawings. F. Pre -manufactured, self -adhering, EPDM pipe boots shall be used in lieu of field formed pipe flashings wherever possible. Pipe boot flanges shall be stripped -in with a secondary layer of self -adhering cured or semi cured EPDM flashing, as shown on the drawings. G. All base flashings shall be totally bonded to the substrate. Loose, wrinkled, or poorly bonded flashings will not be accepted. Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 10 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING H. Flashing seams shall be constructed by cleaning and priming the seam areas and installing 3" seam tape with 5" minimum self -adhering cured or semi -cured EPDM cover strip, unless otherwise shown on the drawings. 3.08 Roof Drains 3.09 5W111: A. Adjust threaded drain extensions to be 1/8" below cover board surface for primary drains, and 1/8" above cover board at upslope side of flange for overflow drains. B. Remove any existing roofing materials from the drain flange and clamping ring. Wire brush and solvent clean drain flanges down to cast iron surface. C. Install tapered insulation system to primary drains. Field taper insulation and cover board edges to provide smooth transition to top of drain flange. D. Position the membrane over the drain flange, ensuring no factory or field -fabricated seams are located within 24" of the drain edge. E. Cut hole with 1/2" — 3/4" membrane extending past drain bolt locations. F. Cut holes in the membrane for the bolts to penetrate through. Do not cut notches back to the bolt locations. G. Apply water cutoff sealant over the entire drain flange. H. Install the clamping ring and tighten all bolts to achieve complete compression. All bolt locations shall be functional. I. Install drain strainer. J. Contractor shall replace and install any broken, missing, or damaged drain hardware, using components purchased from the drain Manufacturer, at no additional cost tone Owner. rn Pitch Pans A. Pitch pans are not approved and shall not be installed. n cT Roof Walkways _ter y f y A. Walkways and walkpads shall be installed in a neat, orderly fashion an4;6erAdicated on roof plan or in specifications. Verify final location with the Owner's Representative prior to beginning installation of work. B. Chalk line walkway location on roof membrane and position walkpads in-place, using chalk line as a guide. C. Install walkpads with 2" gap between pads to allow for drainage. D. Walkpads shall be adhered to the membrane using cleaner, primer, and integral seam tape per Manufacturer's recommendations. If cutting of walkpad will result in loose edge, prime roof membrane and back of walk pad, and field apply additional seam tape as required to secure pad. Project No. CICIOWA001B 1/12/2018 Section 07 53 23.04 - Page 11 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC MEMBRANE SECTION 07 53 23.04 ROOFING 3.11 Temporary Water Cutoffs A. Temporary water cutoffs are to be constructed at the end of each working day to protect the insulation, roofing, building, and building interior from damage due to wind, snow, and rain. B. Contractor shall provide methods and materials compatible with the membrane, to provide a positively adhered weather and watertight seal, capable of withstanding inclement weather and ponded water. C. Construction of temporary water cutoffs is to be detailed by the Contractor and approved by the Manufacturer and the Owner's Representative. D. Temporary water cutoffs and contaminated membrane shall be neatly trimmed and removed at the start of the next workday. E. If any.water is allowed to enter the roof system, the entire affected area shall be removed and replaced at no additional cost to the Owner. 3.12 Verification A. Contractor shall inspect the work described by this section of the specifications and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.13 Cleaning A. Contractor shall follow the requirements of Section 02 41 20 — Roof Dwolitioa5nd Cleanup. o End of Section — — —<� • rn � c' Project No. CICIOWA001 B 1/12/2018 Section 07 53 23.04 - Page 12 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 PART ONE — GENERAL 1.01 Description A. Furnish and install roof -related sheet metal work per the drawings and specifications, including all clips, sealant, fasteners, and joining to make weather and watertight. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. ANSYSPR/ ES -1 2. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 3. The NRCA Roofing and Waterproofing Manual National Roofing Contractors Association 4. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins 5. Annual Book of ASTM Standards, ASTM International 6. Sealant, Waterproofing & Restoration Institute (SWR Institute) written recommendations and technical bulletins B. Qualifications of Installers: Use adequate number of skilled workers who are th—groughly trained and experienced in the necessary crafts, and who are completely familiar with iht specified requirements and methods needed for proper performance of the work in this section. C. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. _ 1.03 Submittals A. General - Comply with provisions of Division 01. -� < B. Submit shop drawings showing location, diagrams, and details of fabrication and installation. Drawings to show type and gauge of metal used. Gauges of sheet metal specified in this section are minimums. C. Submit product information or material list noting fasteners, sealants, sealant primers, sealant tapes, and other required accessories. D. Submit color chart or physical samples for selection of prefinished metal color by the Owner. E. Submit color chart or physical samples for selection of sealant color by the Owner. Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 1 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 1.04 Delivery, Storage, and Handling A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Deliver only new materials to the job site. Materials to be stored in such a manner as to be protected from wind displacement, rain, snow, or inclement weather. Do not overstress the deck, when storing materials on the roof. C. In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.05 Scheduling A. All new sheet metal work shall be closely coordinated with the installation of the new roofing system. Sheet metal shall be installed directly after roofing work such that roofing terminations shall not be left unprotected by metal. 1.06 Warranty A. All new materials and workmanship provided under this section of the specifications shall be guaranteed in writing by the Contractor for five (5) years. B. The Contractor shall maintain all roof -related sheet metal in a watertight condition without cost to the Owner during the Contractor's warranty period. C. Warranty: See Section 01 78 36. A. Sheet metal components, metal types, finishes, gauges/thicknesses, joint types, and ANSI/SPRI ES -1 compliance data are specified in the detail drawings. B. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced standards. C. Contractor shall use gauges or thicknesses listed in the drawings or as prescribed in the referenced standards for specific girths, whichever is greater. D. Approved equal products must be proposed prior to the bid due date, and approval shall be granted by the Owner and documented by Addendum prior to receipt of bids. Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 2 N p PART TWO — PRODUCTS C7 m 2.01 General A. Manufacturer -supplied V.O.C. compliant products shall be bid and user) FV.O C. regpY ions are in effect at the project location at the time of bidding. _ B. No product shall contain any asbestos or asbestos-related products. C_; 2.02 Materials A. Sheet metal components, metal types, finishes, gauges/thicknesses, joint types, and ANSI/SPRI ES -1 compliance data are specified in the detail drawings. B. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced standards. C. Contractor shall use gauges or thicknesses listed in the drawings or as prescribed in the referenced standards for specific girths, whichever is greater. D. Approved equal products must be proposed prior to the bid due date, and approval shall be granted by the Owner and documented by Addendum prior to receipt of bids. Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 2 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 2.03 Material Specifications A. Galvanized Steel 1. Galvanized steel shall be G90 material. 2. Specifications References a. ASTM A 653/A 653M — Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot Dip Process B. Kynar Prefinished Steel 1. G90 galvanized steel with a polyester wash coat on the concealed side, and Kynar 500/Hylar 5000 coating on the exposed side. 2. Approved Products a. UNA-CLAD by Firestone Building Products b. PAC -CLAD by Peterson Aluminum Corporation C. ColorKlad by Ryerson Inc. d. Approved equal 3. Color shall be selected by the Owner from the Manufacturer's standard colors. 4. Continuous clips, where specked for use, shall be galvanized steel, one gauge thicker than the primary component being secured. 0 C. Stainless Steel: Skylight Counterflashings at Roof Section C m 1. Specification References —1 a. ASTM A 167 — Specification for Stainless and HeathiaSfting Chron i r - Nickel Steel Plate, Sheet and Strip ^_I t J.i p� tD 2. Finish shall be No. 2B. ^' r, c 3. Type shall be 316L. 2.04 Coated Carbon Steel Fasteners A. All fasteners shall be carbon steel with corrosion -resistant coating, unless otherwise noted. Fasteners shall show no more than 15% red rust corrosion after 30 cycles of Kestemich testing. B. Masonry/Concrete Fasteners Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. 3. Expansion fasteners shall be zinc -alloy jacketed with stainless steel drive pin and mushroom head (nylon or plastic anchors are not approved). Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 3 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 4. 5. 6. Corrosion -resistant, watertight, EPDM sealing washer shall be supplied for either threaded or expansion type fasteners. Approved Products a. Tapcon Hex Washer Head with Blue Climaseal or White UltraShield Coating by ITW Buildex b. Tapper with Perma-Seal Coating by Powers Fasteners, Inc. C. Metal Hit Anchor by Hilti d. Zamac Hammer -Screw with Carbon Steel Drive Screw by Powers Fasteners, Inc. e. Masonry Anchor by OMG f. Dekfast ZAC Anchor with Sentri XP Coating by SFS Intec, Inc. g. Approved equal Fasteners to be nominal 3/8" thickness minimum and of sufficient length to penetrate the masonry/concrete 1". C. Steel/Wood Fasteners 1. 2. 3. to 5. 91 Corrosion -resistant, self -drilling, self -tapping threaded fastener with hex washer head for exposed fastening. Corrosion -resistant, watertight, EPDM sealing washer for exposed fastening. Approved Products — Steel Fasteners a. Tek Screw with Climaseal Coating by ITW Buildex o o m b. Dekfast ZAC Impax Anchor with Sentri XP Coating by 3FS in*;, Inc", C. Approved equal Approved Products — Wood Fasteners {rn �� Lo a. TruGrip GT with Climaseal Coating by ITW Buildex b. Dekfast ZAC Tapping Fastener with Sentri XP Coating by SFS intec, Inc. C. Approved equal Fasteners to be nominal 1/4" thickness minimum and of sufficient length to penetrate the steel 0.5" or into wood minimum 1.5'. 1.25' x 11 -gauge, galvanized, ring shank roofing nails shall be used for concealed fastening into wood. Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 4 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 2.05 Stainless Steel Fasteners: Skylight Counterflashings at Roof Section C A. Fasteners shall be Type 304 or Series 400 stainless steel, or zinc alloy in composition. B. Metal Fasteners Corrosion -resistant, stainless steel, self -drilling, self -tapping screw with hex washer head for exposed fastening. 2. Stainless steel, watertight, EPDM sealing washer for exposed fastening. 3. Approved Products — Steel Fasteners a. Scots Teks 1 Screw with Climaseal Coating by ITW Buildex b. SX Stainless Self -Drill SL2-S #12 x 1" by SFS Intec, Inc. C. Approved equal 4. Fasteners shall penetrate existing metal substrate 0.5" - 1.0". 2.06 Specialty Fasteners A. As noted on the drawings. Manufacturers shall 'be limited to those listed in Article 2.04, unless otherwise approved by the Owner's Representative. 2.07 Other Materials A. Sealants and Related Accessories General: Except as specifically otherwise directed by the Owner's R(Wesentative, use only the type of sealants described in this section. o m L a. Silyl-Terminated Polyether (Hybrid) Sealant 1) Approved Products _`r— ITI A) MasterSeal NP 150 by BASF BuildinV'SysteiRF B) Approved Equal - 2. Cleaner a. Industrial solvent recommended by the sealant Manufacturer, such as Isopropyl Alcohol, Naphta, Mineral Spirits, Xylol, Toluene, MEK, or Manufacturer -supplied cleaner. 3. Primer a. General: Use only those primers that are specifically recommended for this installation by the sealant Manufacturer. b. Primer shall be one of the following: 1) MasterSeal P 173 by BASF Building Systems — Non -porous surfaces including sheet metal Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 5 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 2) MasterSeal P 176 by BASF Building Systems - Porous surfaces including concrete, masonry, stone, and wood 3) Approved Equal 4. High Temperature Resistant Sealant a. 736 Heat Resistant Sealant by Dow Coming Corporation b. Approved equal B. Sealant Tape Permanently elastic isobutylene tripolymer tape or isobutylene isoprene copolymer tape that will bond to galvanized steel; aluminum; siliconized polyester, and polyvinyl flouride painted metals; as well as wood, concrete, etc., 1/8" x 1" nominal cross section, meeting Federal Specification TT -C 1796A, Type II, Class B, with minimum 20 psi adhesive tensile strength according to ASTM C 907, with a service temperature range of -60° F to 212° F. a. Approved Products 1) Sika Lastomer - 95 Gray by Sika Corporation U.S. 2) Sika Lastomer- 65 White by Sika Corporation U.S. PART THREE - EXECUTION 3.01 Inspection A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work_ Do nc$�roceed until unsatisfactory conditions have been corrected. c.5 a _ B. Verify that the work by all other trades has been completed prior to irg4g tb'of-related sheet metal work. - c m 3.02 Fabrication A. Sheet metal shall be formed accurately to sheet shapes as indicated -bb the drawings and in conformance with details on the approved shop drawings. Contractor shall be responsible for all dimensions. Counterflashing shall be furnished where indicated on drawings. Form counterflashing sections not less than 8'0" in length, unless otherwise approved prior to fabrication and installation. Counterflashing shall overlap base flashing a minimum of 3". C. Coping caps and edge metal shall be furnished where indicated on drawings. Form coping and edge metal in sections not less than 8'0" in length, unless otherwise approved prior to fabrication and installation. D. Where loose lock lap joints are specified on the drawings, adjacent sections of metal shall overlap a minimum of 3". Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 6 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 E. Where joint covers are specified on the drawings, they shall be slightly larger than the primary component to ensure a proper fit. Edges of joint covers shall be tipped toward primary component to form a compression seal. Miter all inside and outside corner joints in coping caps, edge metal, and expansion joints. Joints adjacent to inside and outside comers shall be placed exactly 24" each direction from the comer, unless otherwise approved prior to fabrication and installation. G. Break counterflashing and coping cap sections where they cross building expansion joints, where applicable. H. Horizontal flanges of edge metal, lower flanges, pipe jacks, etc., shall be 4" minimum with rounded corners. All exposed edges of cut sheet metal shall be folded back on concealed surfaces. Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. K. Continuous clips shall be fabricated using metal material of greater thickness than the components being secured. Refer to 2.03 Materials Specifications for criteria. L. Where a continuous clip is specified on the drawings, the primary component shall be continuously crimped along the bottom edge of the clip. M. Fabricate radial coping/edge metal in uniform length sections using radial components with finished edges. 3.03 Dissimilar Metals A. Dissimilar materials in contact, which are subject to electrolysis, shall be protected against such action prior to installation. Protective materials shall not be visible after installation. Protect metals using coatings recommended by Manufacturer, or separate using felt or EPDM membrane. N 3.04 Weatherproofing o o m A. Finish all sheet metal watertight and weathertight where so required. B. Where lap seams do not have a joint cover, lap 3" minimum acoordin` �itcgT C. Make all lap seams in the direction of the water flow. i LO 3.05 Joints c i A. Join parts with rivets or sheet metal screws where necessary for strength or stiffness. B. Provide suitable watertight expansion joints for all sheet metal as required for proper installation in accordance with the schedule of roof -related sheet metal and detail drawings. C. Sealant application shall be neatly and thoroughly performed for a watertight seal. Sealant shall be installed within all loose lock joints, under joint cover plates, and in other locations shown on the drawings. All exposed sealant joints shall be dry tooled to the profile shown on the detail drawings. If required, Contractor shall build custom tools on job site to provide the specified profile(s). Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 7 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 D. Surfaces to receive sealant shall be thoroughly cleaned as recommended by the sealant Manufacturer. All bitumen coating materials, roof cement, adhesive residue, rust, old caulking and/or other contaminants shall be removed down to the substrate to which sealant bonding is intended. E. All surfaces to receive sealant shall be primed initially with the sealant Manufacturer's recommended primer. 3.06 Fastening A. Secure metal as per detail drawings. Do not in any case install exposed fasteners on a horizontal plane, unless specifically shown on a particular detail drawing. B. All clips and cleats are to be fastened 6" o.c., unless otherwise noted on the drawings. C. On the roof facing side, copings are to be fastened 12" o.c. with EPDM washered fasteners, unless noted otherwise on the drawings. D. Do not fasten adjacent coping, counterflashing, or edge metal sections together at laps or at joint covers, so as to limit expansion/contraction ability. Fasten through center of joint cover through butt joint gap between primary component sections. E. Embedded metal flanges are to be fastened 3" o.c., staggered. F. The specified spacings for all fasteners in perimeter metal work shall be reduced by a factor of two in the comer zones of each roof section. Comer zones shall be as calculated based upon the applicable version of ASCE-7. G. For concealed fastening into wood, use annular ring shank roofing nails. H. For fastening into concrete, use masonry/concrete anchors with EPDM washers. Use only metal anchors. Plastic or nylon anchors shall not be used. N O I. For exposed fastening into wood, use screws with EPDM washers. Def rmedVank nails shall not be used. -C2 =- J. Ensure that fasteners are not overdriven such that EPDM washer damage results. Remove and replace all such damaged fasteners, using oversized fasteners. 3.07 Protection A. Roof surfaces and flashing shall be adequately protected to prevent damage during the installation of metal work or during storage of the required materials. The Contractor shall replace any damaged construction, at no cost to the Owner. 3.08 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.09 Cleaning A. Debris from sheet metal work shall be frequently removed from building site as it accumulates. Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 8 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 B. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris such as metal trimmings, fasteners, rivet nails, sealant tube ends, etc. Refer to Section 02 41 20 — Roof Demolition and Cleanup for additional requirements. - End of Section — Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 9 N rJ Q � E- m 5. , Y )> v sT D :� lD Project No. CICIOWA001B 1/12/2018 Section 07 62 00 - Page 9 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 THIS PAGE INTENTIONALLY LEFT BLANK Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 10 N O 3>Cn Z �� O ^ tD T C Project No. CICIOWA001 B 1/12/2018 Section 07 62 00 - Page 10 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 PART ONE — GENERAL 1.01 Description A. Work includes designing, manufacturing, furnishing and installing rooftop piping and conduit support systems. B. Where specified, rooftop piping and conduits shall be supported by an engineered prefabricated portable system specifically designed to be installed on the roof without roof penetrations, flashing or damage to the roofing material. The system shall consist of recycled rubber, plastic, or metal bases; structural steel frame; and suitable hangers and supports. The system shall be custom designed by the support Manufacturer to fit the rooftop piping and conduits and the actual conditions of service. 1.02 Quality Assurance A. Manufacturer: Company specializing in pipe support systems engineering, design, and manufacturing, with a minimum of 5 continuous years of documented experience. B. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 2. ANSI/MSS SP -69 3. MSS SP -58 4. Annual Book of ASTM Standards, ASTM International r' C. Qualifications of Installers: Use adequate number of skilled workers wh6lrext nroughly trained and experienced in the necessary crafts, and who are completelyj'bmrwr with the specified requirements and methods needed for proper performance of the w6fk in this section. In acceptance or rejection of the work, the Owner will make no gBowance for lack of skill on the part of the workers. D. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Submittals A. General: Comply with provision of Division 01. B. Product Data: Submit complete material list of all items proposed to be furnished and installed under this section. 2. Submit Manufacturers' product data to demonstrate compliance with specified requirements. Project No. CICIOWA001 B 1/12/2018 Section 07 72 65 - Page 1 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 3. Submit shop drawings of all items proposed to be furnished and installed under this section. Include plans, sections, elevations, and details of fabrication and installation. 1.04 Product Handling A. Deliver materials to job site in their original, unopened containers. Package labels shall indicate product model names, catalog numbers, identification numbers, production date, and/or product code. Cover with weatherproof tarps. B. Protect roof surfaces in material storage and support erection locations. C. Use all necessary means to protect the materials in this section before, during, and after installation and to protect the work and materials of all other trades. D. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of and at no additional cost to the Owner. 1.05 Scheduling A. Coordinate support installation with installation of roof system. 1.06 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 Acceptable Manufacturers A. Basis of Design o 1. Miro Industries, Inc. acs m e B. Acceptable Alternative Manufacturer 1. Portable Pipe Hangers, Inc. ` rrTt M �o 2.02 Components 7r> C11 A. Bases: 1. Rubber, polycarbonate, stainless steel, or galvanized steel, as supplied standard by the support Manufacturer. 2. Base shall be Manufacturer's standard size, and as designed for weight of piping and/or conduits to be supported, fabricated in the shop with inserts for support members as required. B. Framing Hot dipped galvanized framing as supplied standard by the support Manufacturer. Project No. CICIOWA001B 1/12/2018 Section 07 72 65 - Page 2 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 C. Piping and Conduit Supports and Hangers Metal supports and hangers shall be fabricated of carbon steel. Polycarbonate supports shall be used where recommended and supplied by the Manufacturer. 2. Rollers, clevis hangers, or band hangers shall be used as recommended by the Manufacturer for the size of pipe being supported, allowing for expansion and contraction without movement of the bases. 2.03 Accessories A. Provide all clamps, hangers, bolts, nuts, washers, and other devices as required for a complete system. Provide galvanized accessories where framing is galvanized. 2.04 Finishes A. Galvanized surfaces: Hot dip galvanize metal framing, supports, and hangers, after fabrication is completed, and produce coatings free of roughness, whiskers, unsightly spangle, icicles, runs, barbs, sags, droplets, and other surface blemishes. Galvanizing shall conform to ASTM A 123 for tubing and ASTM A 153 for hardware and accessories. B. Bases: Black color for rubber/plastic or polycarbonate bases. 2.05 Approved Products A. Refer to the drawings for basis of design piping and conduit supports. B. Contractor shall indicate proposed equivalent supports by acceptable alternative Manufacturer during the pre -job submittal process, if alternative Manufacturer products are proposed. 0 PART THREE —EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation instructions shall be followed along with the following requirements. These specific minimum requirements must be included in the bid and shall not be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. B. Verify that roofing system is complete and that roof surfaces are smooth and flat and are ready to receive work. 3.03 Preparation and Surface Conditions A. Prepare all surfaces according to applicable specification sections. B. Protect adjacent areas from damage with tarps or other durable materials. Project No. CICIOWA001B 1/12/2018 Section 07 72 65 - Page 3 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 C. Use care in installation of support systems not to damage roofing, flashing, equipment, or related materials. D. Substrate shall be smooth, free of sharp projections, and free of obvious depressions. E. Clean surfaces of roof to receive portable support bases. Remove dirt, dust, oils, and other foreign materials. 3.04 Installation A. Perform all related work specified elsewhere necessary for the installation of the specified support system. B. Bases and support framing shall be located as indicated on drawings and in keeping with the support Manufacturer's recommendations. The support of all conduits and piping shall be complete and adequate, whether or not all required devices, conduits and piping are shown on the drawings. C. The use of wood or wire for supporting equipment and piping will not be permitted. D. Deflection of equipment and piping shall not exceed 1/240th of the span. E. Supports shall be installed at Manufacturer's recommended spacings, but in no case shall spacing be greater than 8' o.c. F. Install bases directly on the cleaned and debris -free roof membrane, unless otherwise noted. Water Treatment Plant — Roof Section A a. If supports are located in stone ballasted areas, install bases on roof membrane and cover bases with ballast. b. If supports are located in paver ballasted areas, install bases on pavers. G. Accurately locate and align bases. H. Set framing posts into bases and assemble framing structure as req"tb - - uo I. Use galvanized hardware for all connections.' r' J. Trim all the thread support rods to be 1/2" maximum above nuts. Protect roof surface from damage and immediately dispose of related debris. 3.05 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.06 Cleaning A. Remove all packaging, unused fasteners, and other installation materials from site. Project No. CICIOWA001B 1/12/2018 Section 07 72 65 - Page 4 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 B. Leave work in clean condition. C. Contractor shall comply with the requirements of Section 02 41 20 — Roof Demolition and Cleanup. - End of Section — Project No. CICIOWA001 B 1/12/2018 Section 07 72 65 - Page 5 N O m r c Project No. CICIOWA001 B 1/12/2018 Section 07 72 65 - Page 5 BENCHMARK, INC. NON -PENETRATING ROOFTOP SUPPORT SYSTEMS SECTION 07 72 65 THIS PAGE INTENTIONALLY LEFT BLANK Project No. CICIOWA001 B 1/12/2018 Section 07 72 65 - Page 6 N a CJ a 9 6, Y�y y yy G Project No. CICIOWA001 B 1/12/2018 Section 07 72 65 - Page 6 BENCHMARK, INC. STEEL DECK PAINTING SECTION 09 91 00.01 PART ONE — GENERAL 1.01 Description A. Work includes, but is not necessarily limited to wire brushing, cleaning, priming, and painting of surface rusted galvanized steel decking on a unit cost basis. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Surface Preparation Standards, Society for Protective Coatings (SSPC) and the National Association of Corrosion Engineers International (NAGE) 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International B. Qualifications of Installers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Submittals o A. General: Comply with the provisions of Division 01. B. Product Data: 1. Submit most recent copy of Manufacturer's literature applicable t6iprotcts �i' specifications to be used. C? 2. Submit complete material list of all items proposed to be furnished and` -installed under this section. 3. Submit Manufacturer's recommended methods of installation. 1.04 Delivery, Storage, and Handling A. Deliver materials to the job site in original, unopened containers. Materials shall be stored in areas meeting Manufacturer's recommended temperature ranges and shall be protected from the elements. B. Keep all materials clearly identified with all identifying marks !egible. Remove any damaged materials from the job site immediately. C. Use all necessary means to protect the materials in this section before, during, and after installation, and to protect the work and materials of all other trades. Project No. CICIOWA001B 1/12/2018 Section 09 91 00.01 - Page 1 BENCHMARK, INC. STEEL DECK PAINTING SECTION 09 91 00.01 D. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of, and at no additional cost to the Owner. E. Roof and adjacent component surfaces shall be protected from damage at all times. 1.05 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 Primers and Paints — Galvanized Steel Decking A. Steel Decking Primer—Approved Products 1. Pro Industrial Pro -Cry/ Universal Acrylic Primer by Sherwin-Williams 2. Approved equal B. Steel Decking Paint — Approved Products Pro Industrial DTM Acrylic Coating by Sherwin-Williams 2. Approved equal PART THREE — EXECUTION 3.01 Steel Deck Repair — Surface Rust A. Perform all preparation and cleaning procedures in strict accordance with the paint Manufacturer's recommendations as approved by the Owner's Representative. B. Surface rust areas shall be wire brushed to remove any loose or foreign materials that would adversely affect adhesion or appearance of applied coating. Surface preparation shall meet or exceed SSPC-SP2. 2L C. Stir all materials before application to produce a mixture of uniform density and7as required during the application of materials. Do not stir into the material any film that may form On the surface. D. Over the prepared and cleaned surfaces, apply one coat of rust-inhibi6e primer, Coverage shall be complete and of uniform thickness. Application rate shall provide for 5.0 — 10.0 wet mils and 1.8 — 3.6 dry mils. E. After primer has dried, apply one coat of palnt. Coverage shall be complete and of uniform thickness. Application rate shall provide for 6.0 — 9.5 wet mils and 2.5 — 4.0 dry mils. F. Allow paint to dry prior to installing subsequent roof system components. 3.02 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work. - End of Section - Project No. CICIOWA001 B 1/12/2018 Section 09 91 00.01 - Page 2 I CITY OF IOWA CITY 2018 ROOF IMPROVEMENTS WATER TREATMENT PLANT &WATER DISTRIBUTION FACILITY PROJECT IOWA CITY, IOWA KEYED NOTES 1. NORTH GATE. CONTRACTOR WILL BE PROVIDED WITH TWO ACCESS KEY CARDS. SEMI TRUCKS ARE ALLOWED THROUGH THIS GATE AND SHALL TURN AROUND IN CUL DE SAC AT WEST END OF DRIVE. 2. SOUTFI GATE SHALL ONLY BE USED BY THE CONTRACTOR WHEN ROOF SECTION C IS UNDER CONSTRUCTION, NO SEMI TRUCKS SWILL BE ALLOWED THROUGH THIS GATE. GATE AUTOMATICALLY LOCKS AT 5:00 P.M. CONTRACTOR SHALL COORDINATE WITH OWNER 4B -HOURS IN ADVANCE IF CONTRACTOR REQUIRES DATE TO BE OPEN AFTER 5:00 P.M. 3. OWNER WILL ALLOW ACCESS FOR STAGING OF ROOF SECTION C ALONG BASE OF BUILDING. CONTRACTOR SHALL WORK AROUND AND PROTECT SUN SHADE STRUCTURES MOUNTED ABOVE WINDOWS. COORDINATE EXACT LOCATION WITH OWNERS PROJECT MANAGER 48 -HOURS IN ADVANCE OF STAGING. COORDINATE USE OF STAGING AREA FOR ROOF SECTION C WITH CONSTRUCTION OF BIKE TRAIL IN THIS AREA BY OTHER CONTRACTORS. STAGING AREA SHALL BE BARRICADED AND SIGNAGE SHALL BE CONSTRUCTION HAZARDS. T THE OWNER WILL RESERVE THREE PARKING SPACES IN THIS AREA FOR USE BY THE CONTRACTOR. USE OF THESE SPACES SHALL BE ALLOWED ONLY DURING CONSTRUCTION M ROOF SECTION C. 5. THE PAVED AREA NORTH OF ROOF SECTIONS D AND SHALL BE OFF LIMITS TO THE CONTRACTOR EXCEPT WHEN DRIVING TO AND FROM ALLOWABLE STAGING MEAS. WATER TREATMENT PLANT 80 STEPHEN ATKINS DRIVE IOWA CITY, IA 52240 6, COORDINATE STAGING OPERATIONS WITH CHEMICAL DELIVERIES, WHICH TYPICALLY OCCUR EACH WEDNESDAY. DELIVERY TIME VARIES EACH WEEK 7. THE OWNER WILL ALLOW THE CONTIIACII TO USE THE DRIVE AREA FOR STAGING OF DUMP TRUCK OR DUMPSTER, AND FOR CONTRACTOR PARKING. 8, CONTRACTOR PARKING WILL BE ALLOWED ALONG EDGE OF ROADWAY. PARKING SHALL NOT PREVENT PASSAGE OF SEMI TRUCKS THROUGH ROADWAY. B. CUL DE SAO SHALL REMAIN MEN TO FUNCTION AS TURNAROUND AREA FOR SEMI TRUCKS. OTHERWISE, OVERFLOW PARKING MAY OCCUR ALONG EDGES OF PAVEMENT. DONOTBLOCKGATETOADJACIENT ACCESS ROADWAY. 10, CONTRACTOR WILL BE ALLOWED TO NEATLY PILE EXCESS STONE ROOF BNULABT NEM TO OTHER DIRT PILES INTHISGENERALAREACOORDINATE LOCATION WITH THE OWNERS PROJECT MANAGER PRIOR TO DUMPING BALLAST, 11. CONTRACTOR PARALLEL PARKING WILL BE ALLOWED ALONG THE NORTH SIDE M THE BUILDING. OR ALONG ADJACENT CITY STREET. 12. THE OWNER WILL ALLOW STORAGE OF MATERIALS WITHIN FENCED YARD AREA FAST M ME BUILDING. COORDINATE LOCATION WITH FACILITY SUPERVISOR, 13. POST GRCUNDiEVEL SIGNAGE TO WARN CITY EMPLOYEES AND PEDESTRIANS M CONSTRUCTION HALIRDS CITY OF IOWA CITY LEGEND: PROJECTAREA STAGING AND/OR PARKING AREAS Site/Staging Plans n SD31N NICHE I CITY OF IOWA CITY ENGINEERING DIVISION WATER DISTRIBUTION FACILITY 1306 S. GILBERT COURT IOWA CITY, IA 52240 INDEX OF SHEETS NO. DESCRIPTION T1.0 TITLE SHEET RID ROOF PLAN- WATER TREATMENT PLANT R1.1 INSULATION PLAN - WATER TREATMENT PLANT R1.2 ROOF RESTORATION PLAN - WATER DISTRIBUTION FACILITY R2.0 SHEET METAL SCHEDULE AND ROOF DETAILS R2.1 ROOF DETAILS R22 ROOF DETAILS R2.3 ROOF DETAILS R2.4 ROOF DETAILS R2.5 ROOF DETAILS R2.3 ROOF DETAILS R2.7 REFERENCE DRAWING: ROOF SECTION A TAPERED INSULATION DESIGN PROFESSIONAL I HER tY CFAIrr MAI . Pdud a M DERIDING MU&YT XVSER) RIM MIS PEPMED By W OR UNDER YT DIRECT SIttF ISd NO W A MY IKUSp MaE59YU1 Elq(FR IMR ��33 ^Y QQQQ RL UK D M SMTE a IMA v uUHP rr-2-4— IGWA L.- NQ i- 23TM PALL M SHEETS MWRED BY THrs SEN : TL0. RI,O RI.1 RLL Rio R21 R2.2 R2.7 R2.4Ri 0 R2.5. R26 A R2.7A xpgn rvnmF DATE . ; 12/01/17 YY COS BSN BNCNN DAR n EEOHR 31. ]Ola B-Afenchmark INC CEDAR RAPIDS, IA. W AUKESHA, WI I PNone:319.393.9100 w.rwbcMnkMmn . T1.0 'e SYMBOLLEGEND Fo-En GENERAL NOTES A THIS DRAWING IS INTENDED FORgUENFATKNy APPROXIMATE CONFIGURA .ANDLIX TIONCFNOTESANDDETNLS. CONTRACTOR SHA L FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLAMIN PURPOSES. B. WHERE DETAIL OR KEYED NOTE LCCATNJNS ARE NOTED AS TYPICAL. THE ASSOCATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTIRE ROOF SECTION. C. THIS PLAN DOES NOT SHOW DETARED INFORMATION PERTAINING TO THE ROOF INSULATION SYSTEMS, REFERTOSHEUR12-INSULATK)NPIAN- WATER TREATMENT PANT, FOR INFORMATION REGARDING INSULATION AND INSULATION ATTACHMENT REQUIREMENTS, D. INSTALL PRECAST BALLAST PAVERS ON PEDESTALS AS SPECIFIED, WHERE PAVERS ARE SHOWN ON THE ROOF PLAN FOR ROOF SECTION A REDISTRIBUTE STONE BALLAST AS REQUIRED TO PROVIDE 15 ME IN ALL AREAS OF THE ROW NOT SPECIFIED TO RECEIVE PAVERS. E INSTALL ETON WALKPADS]S SPECIFIED, WHERE Wr AYS ME SHOWN ON THE ROOF PLAN FOR ROOF SECTIONS B. C, AND D. F. CONTRACTOR SHALL DETAIL TRANSITIONS BETWEEN ADJACENT PETALS USING CUSTOM FABRICATED. 22 GA STEEL METAL CLOSURES, SET IN BENANT MD FMTENED WITX EPDM WASXERED FASTENERS. METALTYPE AND FINISH SHALL MATCH THE ADACENF COMPONENTS. G. SEALANT TYPES ARE NOT LISTED THROWNOUT THE GRAMMES. SEE CONSTRUCTED OPEALLSFALAINAPPLICATION55HALL BE SM-AbCUCTED USING THE SPECIFIED SILYL-0ERMINATED POLYETHER CUTOFF SMIGAISS IRE REFERENCED WHERE APLICABL TORWATER CUTOFFS FOR THE SPECIFIED PROREFEDUCTS. TOP F MEMBRSPECIFANE SECTIONS FOR INA SPECIFIED PRWUCTS. TOPE WITH pFMEMBRANE FLASHING T S TERMINATION BARB SPECIFIED BE SEALED WITH SILYL-TERMINATED pCLYEOWN SAAR .ASOOF SECTION X. IF CTHE OWNER AWARDS ROOF SECTIONE,ROOF SECTION ASMALL BE CpMRETEO FIRST, ED TO ACHIEVE V ROOF SECTION E V A ARMS O STONE SBALLASTECTION A REQUIRED TO ACHIEVE 15 PSE AT ON E SHAER AREAS D I ROOF SELTbNA.THEN BALASTFROM ROOF SECTIONESNgL E USEDINLIEU OF AULAST IS REQUIRED NEW BALLASTEC A UNIT COST THE IF NO ELAST FROM BALLAST ISSREON EOFOR ROOF SECTIONATHEN THE STONE BALLAST FROMROOF BECTONE BEDIBESEDOF O. THE OWNER WILL ALLOW ANY EXCESS BALLAST TO BE DISPOSED OF ONSITE, I. MUSH FLEX CONDUITS TO CURB FLASHINGSROOF CUR S, 25112 8. WHEREVER CONDUITS PENETRATE AIDESOFROOF OF 1 MASH FLEX CONDUIT ORMEDEPENETRATIONS THRWGHSIMS SSHO NOOF NDETAI5 USING 2 -PIECE FIELD -FORMED EPDM FLASHINGS. AS SHOWN ON DETAIL RyRR.S. 1. REMOVE ENTIRE OBSOLETE SCCA ASH PIR BY CURING OFF Y FROM THE YER1MK PIPE PENETMTIOX ON HQ^F SECLpH A CAP CIT END WITH EPOA OWIKC PSYFERNCO. INC ORAPPROVEDEWAL. REMOVEPREANDANY ASSOCIATED WALL MOUNTING BRACKETS TO GROUND LEVEL BELOW THE NORTN PERIMETER OF ROOF SECTION D. OWNER WILLRETNN REMOVED OBSOLETE PIPING AND BRACKETS. S REMOVE OBSOLETE SHEET METAL FLUE FROM ROOF LEVEL TO THE TW OF THE APSOCATED INTERIOR EOUIPMENT, AND INSTALL n GLA GALVANRED SHEET METALCAP AT EQUIPMENT. INSTALLSR' THICK GALVANUED STEEL PLATE OVER OPENING IN PRECAST ROOF DECK, EXTENDING S' MINIMUM BEYOND ALL OPENING EDGES. FASTEN EACH CORNER WITH 110'X 1-10 PHILIPS HEAD TAFCON, AVOIDING ANY INTERNAL STEEL REINFORCEMENT ANGOR DECK SMILING. S. REMOVE OBSOLETE SODA ASH PIPE SUPPORT CURB ANO SUPPORT RODS. OWNER SHALL HAVE THE OPTION TO RETAIN ANY REMOVED EQUIPMENT. A. IF THE OWNER DOES NOT AWARD ROOF SECTION D. EXISTING CURB SHALL MOUNTING 845E ON NEW ROOF PAVER AND IN WITH HOT DIP GALVANMFD HARDWARE TO LTE COORDINATEALLCNMERARELOATION HE OWNER. EXISTING PIPE SUPPORTS AND INSTALL B. REMOVE EXISTING UNI SMUT CONDUIT AND JUNCTION BOX SUPPORTS FROM PARAPET WALLS, AS REWIRED TO REMOVE AND REPLACE THE MEMBRANE BASEFIASHINGS INSTALLGALVAN6EDUNSMR SECTBJ MM4TCHTHE EXISTINGUNFSTRUTSECTIWS. ROOFINGANOSUPPORTSSHALLBE INSTALLEDPERMEAILG'R22 UNISTRUTSPACING SHALL MATCH EXISTING, BUT LOCATIONS SHLLE BE SHIFTED HORIZONTALLY A MINIMUM OF B', SO FASTENER LOCATIONS ARE NOT NEAR REMOVED EXISTING FASTENERS. 8. REMOVE AND REPLACE ROOF SYSTEM Yfl g MOVING OR DISCONNECTING EXISTING MECMANIGAL UNIT MOCK ASSWUH-ED PIPING. TEMPORARILY SUPPORT EXISTING EOUIPMENTAS REWIRED. 10. REMOVE EXISTING OBSOLETE SUPPORT BRACKET FROM WALL. 11. TRIM BASE OF UDDER AS REWIRED FOR I' CLURANCE OVER PAVERS. 12 INSTALL HORIZONTAL UNISTRUT WITH ULLAMP MOUNTING BPACAETS, TO MATCH STIFFENING SYSTEM USED W AGACENT WC PIPING. USE SECTIW OF C?LVPNIZED UNI -STRUT LYING ON THE ROOF AND FURNISH ALL HARDWARE, 13. REMOVEAND REINSTALL FUG MOUNTING BRACKET TO MATCH EXISTING, 14. REUSE EXISTING ROOF DRNN. 15. REUSE EXISTING OVERFLOW ROOF DRAIN. EXISTING THREADED ADJUSTABLE EXTENSION SHALL BE MODIFIED AS REQUIRED TO BE FLUSH WITH ROOF SURFACE, 15, REFER TO REFERENCE CETNL DRAWINGS FOR USE OF MISTING TPo MEMBRANE FOR NEW EPW BASE FLASHING TERMINATION DETNL. ENSURE TPo IS NOT DAMAGED ABOVE SPECIFIED TRIMMING LOCAEON NEWWOK SHALL NOT RESULT IN BOILING EXISTING WEEPS IN THE SKYLIGHT SYSTEM. 11. EXISTING MERFLOW SCUPPER. PROVIDE NEW SCUPPER INSERT MID COVHR RATE AND FLASH INTO NEW ROOF SYSTEM, SIMILAR TODETNL YFR.S. CMT CW WCTOR HEM AND PROVIDE STANDARD FACE RATE WITH RUSH RANGES ON ALL SIDES. 1S. COORDINATE WORK WITH CHEMICAL DELIVERIES THAT OCCUR EACH WEDNESDAY (TIME OF DAY VARIES). 18. OWNER WILL INSTALL NEW CONDUR AND WALL -MOUNTED ANTENNA UNDER SEPARATE PROJECT. COORDINATE RODE WORK WITH WORK BY OWNER'S CCNTMOTOR. SEE DETAIL BUFFS FOR CONCEMAL DRAWING OF NEW EQUIPMENT. ROOFING PROJECT SHALL INCLUDED DETAILING OF UNI STRUTS MR DETAIL GAR.R AND TWO CONDUIT SUPPORTS AND ASSOCIATED CWARNG HARDWARE PER DETAIL NTIZZ PILL MS m 1Mma a¢tryalt.I�X yPq a nm onna �— tol.aWa �o�c� t�.Wma Pw tnFm J�� � w.0 rw w[ts sl1 rI®Ivw 0 myna Olxt NtMc. e ti e PIm � a Q PE.L._ IM �c/la :: ileum unMupan O . NH.Imt Lmla �) aa[natwtm .ra/w rcNTula IT GENERAL NOTES A THIS DRAWING IS INTENDED FORgUENFATKNy APPROXIMATE CONFIGURA .ANDLIX TIONCFNOTESANDDETNLS. CONTRACTOR SHA L FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLAMIN PURPOSES. B. WHERE DETAIL OR KEYED NOTE LCCATNJNS ARE NOTED AS TYPICAL. THE ASSOCATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTIRE ROOF SECTION. C. THIS PLAN DOES NOT SHOW DETARED INFORMATION PERTAINING TO THE ROOF INSULATION SYSTEMS, REFERTOSHEUR12-INSULATK)NPIAN- WATER TREATMENT PANT, FOR INFORMATION REGARDING INSULATION AND INSULATION ATTACHMENT REQUIREMENTS, D. INSTALL PRECAST BALLAST PAVERS ON PEDESTALS AS SPECIFIED, WHERE PAVERS ARE SHOWN ON THE ROOF PLAN FOR ROOF SECTION A REDISTRIBUTE STONE BALLAST AS REQUIRED TO PROVIDE 15 ME IN ALL AREAS OF THE ROW NOT SPECIFIED TO RECEIVE PAVERS. E INSTALL ETON WALKPADS]S SPECIFIED, WHERE Wr AYS ME SHOWN ON THE ROOF PLAN FOR ROOF SECTIONS B. C, AND D. F. CONTRACTOR SHALL DETAIL TRANSITIONS BETWEEN ADJACENT PETALS USING CUSTOM FABRICATED. 22 GA STEEL METAL CLOSURES, SET IN BENANT MD FMTENED WITX EPDM WASXERED FASTENERS. METALTYPE AND FINISH SHALL MATCH THE ADACENF COMPONENTS. G. SEALANT TYPES ARE NOT LISTED THROWNOUT THE GRAMMES. SEE CONSTRUCTED OPEALLSFALAINAPPLICATION55HALL BE SM-AbCUCTED USING THE SPECIFIED SILYL-0ERMINATED POLYETHER CUTOFF SMIGAISS IRE REFERENCED WHERE APLICABL TORWATER CUTOFFS FOR THE SPECIFIED PROREFEDUCTS. TOP F MEMBRSPECIFANE SECTIONS FOR INA SPECIFIED PRWUCTS. TOPE WITH pFMEMBRANE FLASHING T S TERMINATION BARB SPECIFIED BE SEALED WITH SILYL-TERMINATED pCLYEOWN SAAR .ASOOF SECTION X. IF CTHE OWNER AWARDS ROOF SECTIONE,ROOF SECTION ASMALL BE CpMRETEO FIRST, ED TO ACHIEVE V ROOF SECTION E V A ARMS O STONE SBALLASTECTION A REQUIRED TO ACHIEVE 15 PSE AT ON E SHAER AREAS D I ROOF SELTbNA.THEN BALASTFROM ROOF SECTIONESNgL E USEDINLIEU OF AULAST IS REQUIRED NEW BALLASTEC A UNIT COST THE IF NO ELAST FROM BALLAST ISSREON EOFOR ROOF SECTIONATHEN THE STONE BALLAST FROMROOF BECTONE BEDIBESEDOF O. THE OWNER WILL ALLOW ANY EXCESS BALLAST TO BE DISPOSED OF ONSITE, I. MUSH FLEX CONDUITS TO CURB FLASHINGSROOF CUR S, 25112 8. WHEREVER CONDUITS PENETRATE AIDESOFROOF OF 1 MASH FLEX CONDUIT ORMEDEPENETRATIONS THRWGHSIMS SSHO NOOF NDETAI5 USING 2 -PIECE FIELD -FORMED EPDM FLASHINGS. AS SHOWN ON DETAIL RyRR.S. 1. REMOVE ENTIRE OBSOLETE SCCA ASH PIR BY CURING OFF Y FROM THE YER1MK PIPE PENETMTIOX ON HQ^F SECLpH A CAP CIT END WITH EPOA OWIKC PSYFERNCO. INC ORAPPROVEDEWAL. REMOVEPREANDANY ASSOCIATED WALL MOUNTING BRACKETS TO GROUND LEVEL BELOW THE NORTN PERIMETER OF ROOF SECTION D. OWNER WILLRETNN REMOVED OBSOLETE PIPING AND BRACKETS. S REMOVE OBSOLETE SHEET METAL FLUE FROM ROOF LEVEL TO THE TW OF THE APSOCATED INTERIOR EOUIPMENT, AND INSTALL n GLA GALVANRED SHEET METALCAP AT EQUIPMENT. INSTALLSR' THICK GALVANUED STEEL PLATE OVER OPENING IN PRECAST ROOF DECK, EXTENDING S' MINIMUM BEYOND ALL OPENING EDGES. FASTEN EACH CORNER WITH 110'X 1-10 PHILIPS HEAD TAFCON, AVOIDING ANY INTERNAL STEEL REINFORCEMENT ANGOR DECK SMILING. S. REMOVE OBSOLETE SODA ASH PIPE SUPPORT CURB ANO SUPPORT RODS. OWNER SHALL HAVE THE OPTION TO RETAIN ANY REMOVED EQUIPMENT. A. IF THE OWNER DOES NOT AWARD ROOF SECTION D. EXISTING CURB SHALL MOUNTING 845E ON NEW ROOF PAVER AND IN WITH HOT DIP GALVANMFD HARDWARE TO LTE COORDINATEALLCNMERARELOATION HE OWNER. EXISTING PIPE SUPPORTS AND INSTALL B. REMOVE EXISTING UNI SMUT CONDUIT AND JUNCTION BOX SUPPORTS FROM PARAPET WALLS, AS REWIRED TO REMOVE AND REPLACE THE MEMBRANE BASEFIASHINGS INSTALLGALVAN6EDUNSMR SECTBJ MM4TCHTHE EXISTINGUNFSTRUTSECTIWS. ROOFINGANOSUPPORTSSHALLBE INSTALLEDPERMEAILG'R22 UNISTRUTSPACING SHALL MATCH EXISTING, BUT LOCATIONS SHLLE BE SHIFTED HORIZONTALLY A MINIMUM OF B', SO FASTENER LOCATIONS ARE NOT NEAR REMOVED EXISTING FASTENERS. 8. REMOVE AND REPLACE ROOF SYSTEM Yfl g MOVING OR DISCONNECTING EXISTING MECMANIGAL UNIT MOCK ASSWUH-ED PIPING. TEMPORARILY SUPPORT EXISTING EOUIPMENTAS REWIRED. 10. REMOVE EXISTING OBSOLETE SUPPORT BRACKET FROM WALL. 11. TRIM BASE OF UDDER AS REWIRED FOR I' CLURANCE OVER PAVERS. 12 INSTALL HORIZONTAL UNISTRUT WITH ULLAMP MOUNTING BPACAETS, TO MATCH STIFFENING SYSTEM USED W AGACENT WC PIPING. USE SECTIW OF C?LVPNIZED UNI -STRUT LYING ON THE ROOF AND FURNISH ALL HARDWARE, 13. REMOVEAND REINSTALL FUG MOUNTING BRACKET TO MATCH EXISTING, 14. REUSE EXISTING ROOF DRNN. 15. REUSE EXISTING OVERFLOW ROOF DRAIN. EXISTING THREADED ADJUSTABLE EXTENSION SHALL BE MODIFIED AS REQUIRED TO BE FLUSH WITH ROOF SURFACE, 15, REFER TO REFERENCE CETNL DRAWINGS FOR USE OF MISTING TPo MEMBRANE FOR NEW EPW BASE FLASHING TERMINATION DETNL. ENSURE TPo IS NOT DAMAGED ABOVE SPECIFIED TRIMMING LOCAEON NEWWOK SHALL NOT RESULT IN BOILING EXISTING WEEPS IN THE SKYLIGHT SYSTEM. 11. EXISTING MERFLOW SCUPPER. PROVIDE NEW SCUPPER INSERT MID COVHR RATE AND FLASH INTO NEW ROOF SYSTEM, SIMILAR TODETNL YFR.S. CMT CW WCTOR HEM AND PROVIDE STANDARD FACE RATE WITH RUSH RANGES ON ALL SIDES. 1S. COORDINATE WORK WITH CHEMICAL DELIVERIES THAT OCCUR EACH WEDNESDAY (TIME OF DAY VARIES). 18. OWNER WILL INSTALL NEW CONDUR AND WALL -MOUNTED ANTENNA UNDER SEPARATE PROJECT. COORDINATE RODE WORK WITH WORK BY OWNER'S CCNTMOTOR. SEE DETAIL BUFFS FOR CONCEMAL DRAWING OF NEW EQUIPMENT. ROOFING PROJECT SHALL INCLUDED DETAILING OF UNI STRUTS MR DETAIL GAR.R AND TWO CONDUIT SUPPORTS AND ASSOCIATED CWARNG HARDWARE PER DETAIL NTIZZ MS C y r� Z U Olxt NtMc. elHTlufx R1.0 SYMBOLLEGEND A THIS DRAWING IS INTENDED FOR ORIENTATION. APPROXIMATE CONFIGURATION. AND LOCATION OF NOTES. CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. WHERE DETAIL OR KEYED NOTE LOCATIONS ARE NOTED AS TYPICAL, THE ASSOCIATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTIRE ROOF SECTION. C. ALL INSULATION BOARDS IN NEW TAPERED POLYISOCYANUMTE INSULATION ASSEMBLIES AND GYPSUM COVERBOARD SHALL BE MITERED AT RIDGE AND VALLEY LINES. D. INSTALL TAPERED CRICKET UPSLOPE FROM EACH CURB ON ALL ROOF SECTIONS. CRICKET SLOPE SHALL BE TWICE THE SLOPE OF THE FIELD TAPER. E. TAPERED EDGE STRIP SHALL BE INSTALLED ALONG ALL TAPERED INSULATION CRICKETS OR SADDLES. SEE DETAIL 1822, F. MAXIMUM THICKNESS OF INDIVIDUAL FILL LAYERS IN NEW TAPERED POLYISOCYANUMTE INSULATION ASSEMBLIES $HALL BE Z0'. G. LISTED INSULATION THICKNESSES DO NOT INCLUDE la' COVERBOARD. H. POLYISOCYANURATE THERMAL INSULATION SYSTEM WNNIN EACH INDIVIDUAL ROOF SECTION SHALL PROVIDE A MINIMUM AVERAGE R-25. MANUFACTURER'S TAPERED INSULATION SHOP DRAWING SHALL LIST THIS INFORMATION. I. ALL INSULATION AND COVERBOARD LAYERS SPECIFIED FOR BEAD APPLIED POLYURETHANE ADHESIVE APPLICATION SHALL HAVE BEAD SPACING REDUCED IN THE PERIMETER AND CORNER ZONES WHERE DEFINED ON THIS SHEET. 1 ALL VAPOR RETARDER SUBSTRATE BOARD, AND COVERSOARD SPECIFIED FOR MECHANICAL ATTACHMENT SWILL MVE FASTENER SPACING REDUCED IN THE PERIMETER AND CORNER ZONES WHERE DEFINED ON THIS SHEET. K. ANY VAPOR RETARDER SUBSTRATE BOARD, POLYISOCYANUMTE INSULATION, OR COVERBOARD PANEL WHICH INTERSECTSA PERIMETER OR CORNER ZONE SHALL HAVE THE MORE STRINGENT FOAM BEAD OR FASTENER SPACING APPLIED TO THE ENTIRE PANEL. KEYED NOTES L EXISTING TWO LAYERS OF ZS EXTRUDED POLYSTYRENE INSULATION TO REMAIN. INSPECT ALL INSULATION AFTER REMOVAL OF EXISTING TPD MEMBRANE AND PERFORM SPOT REMOVAL AND REPLACEMENT OF ANY DAMAGED OR WET INSULATION BOARDS ON A UNIT COST BASIS, SEE SECTION 01 11 13 -SUMMARY OF WORK FOR QUANTITY ALLOWANCE TO BE INCLUDED IN THE BASE BIO. 2. EXISTING TAPERED EXTRUDED POLYSTYRENE INSULATION TO REMAIN. INSPECT ALL INSULATION AFTER REMOVAL OF EXISTING TPO MEMBRANE AND PERFORM SPOT REMOVAL AND REPLACEMENT OF ANY DAMAGED ORWET INSULATION BOARDS ON A UNIT COST BASIS. SEE SECTION 011113 -SUMMARY OF WORK FDR QUANTITY ALLOWANCE TO BE INCLUDED IN THE BASE BID. 3. INSTALL 112' PER FOOT TAPERED EXTRUGED POLYSTYRENE CRICKET WITH 05' MINIMUM THICKNESS AT VALLEY. INSTALL O' -11Y X 17 TAPERED EDGE STRIP ALONG CRICKET VALLEY. 4. INSTALL 1/8' PER FOOT TAPERED POLYISOCYANURATE INSULATION WITH 3.0' MINIMUM THICKNESS AT CENTER OF ROOF DRAIN. S. INSTALL 114' PER FOOT TAPERED POLYISOCYANURATE INSULATION CRICKET WITH BY PANEL THICKNESS ALONG VALLEY LINE, 6. INSTALL 31AYERS OF 20' FLAT STOCK POLYISOCYANURATE INSULATION AT STRUCTURALLY SLOPED DECKING, IN LIEU OF TAPERED INSULATION. T. INSTALL 1? PER FOOT TAPERED POLYISOCYANUMTE INSULATION SCUPPER SUMP WITH Y MINIMUM THICKNESS AND 5' MAXIMUM THICKNESS. MITER SUMP VALLEYS FROM CORNERS OF SCUPPER AS SHOWN. 6. INSTALL 12 PER FOOT TAPERED ROLYISOCYANURATE INSULATION CRICKETISADDLE WITH OS PANEL THICKNESS ALONG VALLEY LINE. 9. SEE DETAIL REFERENCED ON SHEET RIO FOR INSULATION SYSTEM TO BE INSTALLED ABOVE ELEVATOR OVERRUN. 10. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN S' WIDE PERIMETER ZONE. 11. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN IT X S' EXTERIOR CORNER ZONE. 12. ENHANCE ROOF ATTACHMENT AT THE SPECIFIED CORNER RATE AT THE ENTIRE ELEVATOR OVERRUN. 13. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN 12 WIDE PERIMETER ZONE, C[7 R1.1 e ort axouna ---- AmAunuT O O wum. O .. O w ammo 0 Av iva Q—+ Amo rort miw ::;_. umrto uxnRwxw mm�x �wiaMm zar ® m xTa ® mxxx exxw¢HN m� A THIS DRAWING IS INTENDED FOR ORIENTATION. APPROXIMATE CONFIGURATION. AND LOCATION OF NOTES. CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. WHERE DETAIL OR KEYED NOTE LOCATIONS ARE NOTED AS TYPICAL, THE ASSOCIATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTIRE ROOF SECTION. C. ALL INSULATION BOARDS IN NEW TAPERED POLYISOCYANUMTE INSULATION ASSEMBLIES AND GYPSUM COVERBOARD SHALL BE MITERED AT RIDGE AND VALLEY LINES. D. INSTALL TAPERED CRICKET UPSLOPE FROM EACH CURB ON ALL ROOF SECTIONS. CRICKET SLOPE SHALL BE TWICE THE SLOPE OF THE FIELD TAPER. E. TAPERED EDGE STRIP SHALL BE INSTALLED ALONG ALL TAPERED INSULATION CRICKETS OR SADDLES. SEE DETAIL 1822, F. MAXIMUM THICKNESS OF INDIVIDUAL FILL LAYERS IN NEW TAPERED POLYISOCYANUMTE INSULATION ASSEMBLIES $HALL BE Z0'. G. LISTED INSULATION THICKNESSES DO NOT INCLUDE la' COVERBOARD. H. POLYISOCYANURATE THERMAL INSULATION SYSTEM WNNIN EACH INDIVIDUAL ROOF SECTION SHALL PROVIDE A MINIMUM AVERAGE R-25. MANUFACTURER'S TAPERED INSULATION SHOP DRAWING SHALL LIST THIS INFORMATION. I. ALL INSULATION AND COVERBOARD LAYERS SPECIFIED FOR BEAD APPLIED POLYURETHANE ADHESIVE APPLICATION SHALL HAVE BEAD SPACING REDUCED IN THE PERIMETER AND CORNER ZONES WHERE DEFINED ON THIS SHEET. 1 ALL VAPOR RETARDER SUBSTRATE BOARD, AND COVERSOARD SPECIFIED FOR MECHANICAL ATTACHMENT SWILL MVE FASTENER SPACING REDUCED IN THE PERIMETER AND CORNER ZONES WHERE DEFINED ON THIS SHEET. K. ANY VAPOR RETARDER SUBSTRATE BOARD, POLYISOCYANUMTE INSULATION, OR COVERBOARD PANEL WHICH INTERSECTSA PERIMETER OR CORNER ZONE SHALL HAVE THE MORE STRINGENT FOAM BEAD OR FASTENER SPACING APPLIED TO THE ENTIRE PANEL. KEYED NOTES L EXISTING TWO LAYERS OF ZS EXTRUDED POLYSTYRENE INSULATION TO REMAIN. INSPECT ALL INSULATION AFTER REMOVAL OF EXISTING TPD MEMBRANE AND PERFORM SPOT REMOVAL AND REPLACEMENT OF ANY DAMAGED OR WET INSULATION BOARDS ON A UNIT COST BASIS, SEE SECTION 01 11 13 -SUMMARY OF WORK FOR QUANTITY ALLOWANCE TO BE INCLUDED IN THE BASE BIO. 2. EXISTING TAPERED EXTRUDED POLYSTYRENE INSULATION TO REMAIN. INSPECT ALL INSULATION AFTER REMOVAL OF EXISTING TPO MEMBRANE AND PERFORM SPOT REMOVAL AND REPLACEMENT OF ANY DAMAGED ORWET INSULATION BOARDS ON A UNIT COST BASIS. SEE SECTION 011113 -SUMMARY OF WORK FDR QUANTITY ALLOWANCE TO BE INCLUDED IN THE BASE BID. 3. INSTALL 112' PER FOOT TAPERED EXTRUGED POLYSTYRENE CRICKET WITH 05' MINIMUM THICKNESS AT VALLEY. INSTALL O' -11Y X 17 TAPERED EDGE STRIP ALONG CRICKET VALLEY. 4. INSTALL 1/8' PER FOOT TAPERED POLYISOCYANURATE INSULATION WITH 3.0' MINIMUM THICKNESS AT CENTER OF ROOF DRAIN. S. INSTALL 114' PER FOOT TAPERED POLYISOCYANURATE INSULATION CRICKET WITH BY PANEL THICKNESS ALONG VALLEY LINE, 6. INSTALL 31AYERS OF 20' FLAT STOCK POLYISOCYANURATE INSULATION AT STRUCTURALLY SLOPED DECKING, IN LIEU OF TAPERED INSULATION. T. INSTALL 1? PER FOOT TAPERED POLYISOCYANUMTE INSULATION SCUPPER SUMP WITH Y MINIMUM THICKNESS AND 5' MAXIMUM THICKNESS. MITER SUMP VALLEYS FROM CORNERS OF SCUPPER AS SHOWN. 6. INSTALL 12 PER FOOT TAPERED ROLYISOCYANURATE INSULATION CRICKETISADDLE WITH OS PANEL THICKNESS ALONG VALLEY LINE. 9. SEE DETAIL REFERENCED ON SHEET RIO FOR INSULATION SYSTEM TO BE INSTALLED ABOVE ELEVATOR OVERRUN. 10. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN S' WIDE PERIMETER ZONE. 11. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN IT X S' EXTERIOR CORNER ZONE. 12. ENHANCE ROOF ATTACHMENT AT THE SPECIFIED CORNER RATE AT THE ENTIRE ELEVATOR OVERRUN. 13. ENHANCE ROOF ATTACHMENT AS SPECIFIED IN 12 WIDE PERIMETER ZONE, C[7 R1.1 11 W C w 107 Roof Plan 5 4 0 B' ® N FORM STEFENING RIB IN PATCH TO N ENT STARTING SEAM SET EDGE IN CONBNWUS SEALANT Jill 20 2D CA GLLVPNEED CAP NDA 0 EPOM WASHERED TEK 1 FASTENERS AT 6' O.C. SET PATCH IN SEALANT AND 01 SORT FASTEN AT T OC. 1.5 EgAUDED PoLISIWENE WITH PANCA(E HEAD TEK INSIUTKHN RLL - CUT i0 RT FASTENERS 107 Roof Plan 5 4 0 B' ® N `rvmE. MAT RX( INmxwc N NET INTENDED 10 SHPM 4ANMIS SEM SPMW,. 20 Gl ON GALVANIZED PANEL PATCH T MN. BEYOND PANEL OPENINGS ON SIDES AND 12- NIR ABOVE AND BELOW PANEL OPENINGS SET PATCH IN SEALANT AND 99CH FASTEN AT 3' CO. WITH PANCAKE HEAD TEK FASTENERS m1� LEON WASHERED TEK 1 MORE FASTENERS AT 6' O.C. COIIasE 113MeNAluN BALL R Y 1.5' EXTRUDED POLOTYRINE MRS, minx 00SOLET PDRM IOL SIT WED MURUPSUONAKEN INSULATION FILL - CUT i0 RT PANELS i� PE 1 GA GALVANIZED CAP METAL 3-GWEE WHEN METAL ROOF AANO POLYESTER FABRIC BREK NOTCH HEMMED CLOSURE - TIGHTLY_T. NOTCH AROUND STANDING SEAM r �I PANEL RB BEYOND B N0 jNSLOPE"TERMINATION" NO CALE ®" GENERALNOTES A. THIS DRAWING IS INTENDED FOR ORIENTATION. APPROXIMATE CONFIGURATION, MD LOCATION OF NOTES, CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. WHERE DETAIL OR KEYED NOTE LOCATIONS ARE NOTED AS TYPICAL, THE ASSOCIATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTRE ROOF SECTION, C. REFER TO SECTION OT 0150.62- REPAIR OF EXISTING ROOF SYSTEMS, AND ALL OTHER RELATED SPECIFICATION SECTIONS, FOR ADDITIONAL REQUIREMENTS NOT LISTED ON THE DRAWINGS. D. CLEAN ALL SURFACES TO RECEIVE NEW REPAIR MATERIALS MEANS COATING SUCH THAT POSITIVE ADHESION WILL RESULT. E AT ALL LOCATORS SPECIFIED TO RECEIVE REPAIR WORK OR SEALANT APPLICATIONS, ALL EXISTING ASPHALTIC OR ELASTOMERIC REPAIR MATERIALS SHALL BE REMOVED FROM THE EXISTING ROOF SYSTEM; SUCH TWAT BARE ROOF PANELS RESULT. F. DURING POWER WASHING OF THE EXISTING ROOF SYSTEM, DIRECT SPRAY ACROSS LAPS IN A DOWNSLOPE DIRECTION. DO NOT DIRECT SPRAY INTO ROOF PANEL LAPS, PENETRATION FLASHING SEAMS, RIDGE CAP SEAMS, OR LAPS IN RAKE CLOSURE METAL G CONTAIN. REMOVE, AND DISPOSE OF EXISTING COATING MATERIAL AND ALL OTHER DEBRIS THAT IS LOOSENED DURING PREPARATION AND POWER WASHING OF TIE EXISTING METAL ROOF PANELS, H. WHERE A THREE COURSE' REPAIR IS REFERENCED, PROVIDE THE FOLLOWING: 1. INSTALL A LAYER OF METAL ROOF DETAILING SEALANT OVER PROPERLY PREPARED. CLEAN, AND DRY SURFACES. 2. EMBED ONE PLY OF POLYESTER REINFORCING FABRIC. CENTERED OVER SEAMORJOINT. FABRIC SHALL BE NEATLY TRIMMED AWAY OVERALL FASTENER LOCATK)NS. $0 FABRIC LAYS FLAT AND ODES NOT TENT OVER FASTENERHEADS. 3. FULLY COAT FABRIC WITH A LAYER OF METAL RIDGE DETAILING SEALANT, WITH SURFACE MADE SMOOTH TO RECEIVE COATING APPLICATION. I. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESBARY TO PROTECT ADJACENT STRUCTURES, EQUIPMENT, AND SURFACES FROM SPILLS. OVERSPPAY, AND CONTAMINATION. KEYED NOTES i. REMOVE OBSOLETE ROOF PENETRATION. METAL FLASHING, AND ROOFING MASTC FROM METAL ROOF PANELS. PATCH OPENING IN METAL ROOF PANEL WITH 20 GA GN GALVANIZED SHEET METAL. SET EDGES IN SEAIANTAND FASTEN THROUGH SEAJANTAT3'GC. WITH PANCAKE HEAD TEK SCREWS PER DETAIL DRAWINGS ON THIS SHEET. 2. AFTER INSTALLING SHEET METAL PATCHES PER KEY NOTE 1, INSTALL 1.5' AND INSTALL 20 GA. CEO GALVANIZED SHEET METAL CAP PER DETAIL DRAWINGS ON THIS SHEET. UPSLOPE EDGE OF SHEET METAL CAP SHALL BE SHINGLED S' MINIMUM UNDER EXISTING SHEET METAL RIDGE CAP FLASHING. INBTALL EPDM WASHERED TENS 1 FASTENERS SPACED W O.C. TO STITCH -FASTEN RIDGE CAP TO NEW CAP METAL AND THREE -COURSE OVER W JOINT. DOWNSLOPE EDGE SHALL BE FORMED AND SEALED PER DETAIL DRAWINGS ON THIS SHEET, 3, INSTALL 1T X iT 20 GAL G80 GALVANIZED SHEET METAL PATCH OVER LOCATION OF DAMAGED ROOF PANEL WITH EDGES SET IN SEALANT AND SITITCH-FASTENED AT 3. O.C. WITH EPDM WASHERED TENS 1 FASTENERS. THREE COURSE OVERALL EDGES OF PATCH. 4. STRAIGHTEN DEFORMED OVERHANGING RODE PANEL BODIES ALONG ROOF EAVES. INCLUDE 12 PANELS IN THE BID, BARE METAL IN AREAS TO RECEIVE NEW FLASHING. INSTALL SPECIFIED PRE -MANUFACTURED PIPE BOOT FLASHING. FORM MOLDABLE FLANGE TO FIT RIDGE PANELS, SET FLANGE IN SEALANT AND FASTEN FLANGE AT W O.C. TO ROOF PANELS WITH FROM WASHERED TEKS 1 FASTENERS. INSTALL SEAWIT BEHIND TOP EDGE OF PIPE BOOT AND INSTALL STAINLESS STEEL BMID CLAMP TO TERMINATE. INSTALL TWLED SEAUWTATTOP EDGE OF PIPE BOOT AND AT ANY VOIDS WHERE FLANGES ARE FORMED AROUND STANDING SEAMS. 8. REMOVE EXISTING FL\SHING REPAIR NATERIALS AND SEALANTS FROM SHEET METAL BOX VENT CURBS AND GOOSENECK PENETRATION. CLEAN PENETRATION$ AND ROOF PANELS DOWN TO BARE METAL IN AREAS TO RECENE NEW FLASHING. STITCH -FASTEN ANY OPEN SEAMS WITH EPDM WASHEREOTEKSIFASTENERS. THREE COURSE ALL EDGES AND SEAMS IN METAL CURBS ANO GOOSENECK PENETRATIONS. INSPECTAND REPAIR ANY OPEN SEAMS OR DAMAGE AT CURB -MOUNTED BOX VENTS TO PREVENT LEAKAGE ABOVE THE ROOF FLASHINGS. T. OVERLAY DAMAGED AREAS OF EXISTING SHEET RIDGE GAP IN QUANTITIES NOTED IN 7.1-7.3, USING 22 GA. CIA) GALVANIZED STEEL PATCH TO MATCH EXISTING RIDGE CAPS2EANO PROFILE. TIPEDGESOFREPAIRMUALTO FORM COMPRESSION SEALAGAINST EXISTING RIDGE CAP METAL TO REMAIN. PATCH EDGES SHALL BE SET IN SEALANT AND FASTENED WITH EPDM WASHERED TEKS 1 FASTENERS SPACED 3' O.C. 7.1 OVERLAY B OF DAMAGED SHEET METAL RIDGE GAP. 7.2OVERLAY 2' OF DAMAGED SHEET METAL RIDGE CAP. 7.3OVERUY V OF DAMAGED SHEET METAL RIDGE W. 8. REMOVE ALL EXISTING REPAR MATERIALS FROM EXISTING RIDGE CAP SEAMS. STITCH ­FASTEN SEAMS WITH EPDM WASHERED TENDS 1 FASTENERS AT 3' O.C. THREE COURSE ALL LAP AND END JOINTS IN RIDGE GAP, INCLUDING EDGES OF REPAIRS INSTALLED UNDER KEYED NOTE T. 8. CLEAN AND PREPARE PANEL CLOSURES UNDER NORTH AND SOUTH EDGES OF RIDGE CAP. AND CONTINUOUSLY THREELOURSE ENTRE PANEL CLOSURE TO ROOF PANELS. FINISHED REPAIR SHALL RESULT INA CONTINUOUSLY SEALED AND FLASHED RIDGE DETAIL. 10. INSPECT RAKE EDGE TRIM FASTENERS, MO INSTALL NEW EPDM WASHERED TEKS FASTENERS AT ALL LOCATIONS OF LOOSE OR MISSING FASTENERS. ALL LOOSE FASTENERS SHALL BE REMOVED AND REPLACED WITH URGER SEED EPDM WASHERED MKS FASTENERS, IN LIEU OF TIGHTENING EXISTING FASTENERS, 11. MISTING SHEET METAL SKYLIGHT COVER. INSPECTAND REPAR FASTENERS AS SPECIFIED FOR RAKE TRIM UNDER KEYED NOTE 10. REMOVE EXISTING VISIBLE SE T WHERE COVERS ARE SHINGLED UNDER SHEET METAL RIDGE CAP. THREE COURSE JOINTS AT RIDGE CAP ANO ENTIRE TRANSITION TO ROOF PANELS AT DOWNSLOPE EDGES. 12. REMOVE ANY EXISTING INSECT AND BIRD NESTS, AND CLEAN VOIDS BETWEEN WE AND EAVE TRIM AND METAL SIDING RIBS. INSTALL SELF -ADHERING FOMt RUBBER PANEL CLOSURES CONTINUOUSLY BETWEEN ALL RAKE AND SAVE TRIM MID UNDERLYING METAL WALL PANELS. CONTRACTOR SHALL FIELD VERIFY PROFILES REQUIRED TO PROPERLY FIT EXISTING CONSTRUCTION. 13. FOLLOWING COMPLETION OF ALL REPAIR WORK, AND ACCEJTANCE OF THE REPAIRS BY THE OWNER, INSTALL FIBERED ASPHALT -ALUMINUM COATING OVER ENTIRE ROOF SURFACE, INCLUDING RIDGE CAPS, EXISTING SKYLIGHT COVERS, NEW ROOF PANEL REPAIR COVER, HORIZONTAL SURFACES OF RAKE TRIM. BOX VENT CURBS, AND 1T UP GOOSENECK PENETRATIONS. MASK ADJACENT COMPONENTS NOT SPECIFIED TO RECEIVE COATING. FORA NEAT AND CLEAN APPEARANCE. REMOVE AND DISPOSE OF MASKING AFTER COATING HAS SEF. PREVENT RUNS OR OVERS ERAY ONTO VERTICAL FACE OF RAKE TRIM. 0 aG i Y f W C.1 w o Q O m� LLLL O o0LDL w b m U a % I R1.2 FORM STEFENING RIB IN PATCH TO N ENT STARTING SEAM SET EDGE IN CONBNWUS SEALANT 20 2D CA GLLVPNEED CAP NDA EPOM WASHERED TEK 1 FASTENERS AT 6' O.C. SET PATCH IN SEALANT AND SORT FASTEN AT T OC. 1.5 EgAUDED PoLISIWENE WITH PANCA(E HEAD TEK INSIUTKHN RLL - CUT i0 RT FASTENERS PANELS SYMBOL GN�� a Am onww NG STARTING C0. 2O C90 GALVANIZED PANEL PATCH SEAM ROOF PANEL SEAM 3' MIN. PANEL OPENINGS ON PANEL RIB PNDD 12' 1Y MIN. ABOVE AND nx m BELOW PANEL OPENINGS BELT NSA o- OCALE A D Nx -N `rvmE. MAT RX( INmxwc N NET INTENDED 10 SHPM 4ANMIS SEM SPMW,. 20 Gl ON GALVANIZED PANEL PATCH T MN. BEYOND PANEL OPENINGS ON SIDES AND 12- NIR ABOVE AND BELOW PANEL OPENINGS SET PATCH IN SEALANT AND 99CH FASTEN AT 3' CO. WITH PANCAKE HEAD TEK FASTENERS m1� LEON WASHERED TEK 1 MORE FASTENERS AT 6' O.C. COIIasE 113MeNAluN BALL R Y 1.5' EXTRUDED POLOTYRINE MRS, minx 00SOLET PDRM IOL SIT WED MURUPSUONAKEN INSULATION FILL - CUT i0 RT PANELS i� PE 1 GA GALVANIZED CAP METAL 3-GWEE WHEN METAL ROOF AANO POLYESTER FABRIC BREK NOTCH HEMMED CLOSURE - TIGHTLY_T. NOTCH AROUND STANDING SEAM r �I PANEL RB BEYOND B N0 jNSLOPE"TERMINATION" NO CALE ®" GENERALNOTES A. THIS DRAWING IS INTENDED FOR ORIENTATION. APPROXIMATE CONFIGURATION, MD LOCATION OF NOTES, CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. WHERE DETAIL OR KEYED NOTE LOCATIONS ARE NOTED AS TYPICAL, THE ASSOCIATED WORK SHALL BE PERFORMED AT ALL SIMILAR COMPONENTS THROUGHOUT THE ENTRE ROOF SECTION, C. REFER TO SECTION OT 0150.62- REPAIR OF EXISTING ROOF SYSTEMS, AND ALL OTHER RELATED SPECIFICATION SECTIONS, FOR ADDITIONAL REQUIREMENTS NOT LISTED ON THE DRAWINGS. D. CLEAN ALL SURFACES TO RECEIVE NEW REPAIR MATERIALS MEANS COATING SUCH THAT POSITIVE ADHESION WILL RESULT. E AT ALL LOCATORS SPECIFIED TO RECEIVE REPAIR WORK OR SEALANT APPLICATIONS, ALL EXISTING ASPHALTIC OR ELASTOMERIC REPAIR MATERIALS SHALL BE REMOVED FROM THE EXISTING ROOF SYSTEM; SUCH TWAT BARE ROOF PANELS RESULT. F. DURING POWER WASHING OF THE EXISTING ROOF SYSTEM, DIRECT SPRAY ACROSS LAPS IN A DOWNSLOPE DIRECTION. DO NOT DIRECT SPRAY INTO ROOF PANEL LAPS, PENETRATION FLASHING SEAMS, RIDGE CAP SEAMS, OR LAPS IN RAKE CLOSURE METAL G CONTAIN. REMOVE, AND DISPOSE OF EXISTING COATING MATERIAL AND ALL OTHER DEBRIS THAT IS LOOSENED DURING PREPARATION AND POWER WASHING OF TIE EXISTING METAL ROOF PANELS, H. WHERE A THREE COURSE' REPAIR IS REFERENCED, PROVIDE THE FOLLOWING: 1. INSTALL A LAYER OF METAL ROOF DETAILING SEALANT OVER PROPERLY PREPARED. CLEAN, AND DRY SURFACES. 2. EMBED ONE PLY OF POLYESTER REINFORCING FABRIC. CENTERED OVER SEAMORJOINT. FABRIC SHALL BE NEATLY TRIMMED AWAY OVERALL FASTENER LOCATK)NS. $0 FABRIC LAYS FLAT AND ODES NOT TENT OVER FASTENERHEADS. 3. FULLY COAT FABRIC WITH A LAYER OF METAL RIDGE DETAILING SEALANT, WITH SURFACE MADE SMOOTH TO RECEIVE COATING APPLICATION. I. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESBARY TO PROTECT ADJACENT STRUCTURES, EQUIPMENT, AND SURFACES FROM SPILLS. OVERSPPAY, AND CONTAMINATION. KEYED NOTES i. REMOVE OBSOLETE ROOF PENETRATION. METAL FLASHING, AND ROOFING MASTC FROM METAL ROOF PANELS. PATCH OPENING IN METAL ROOF PANEL WITH 20 GA GN GALVANIZED SHEET METAL. SET EDGES IN SEAIANTAND FASTEN THROUGH SEAJANTAT3'GC. WITH PANCAKE HEAD TEK SCREWS PER DETAIL DRAWINGS ON THIS SHEET. 2. AFTER INSTALLING SHEET METAL PATCHES PER KEY NOTE 1, INSTALL 1.5' AND INSTALL 20 GA. CEO GALVANIZED SHEET METAL CAP PER DETAIL DRAWINGS ON THIS SHEET. UPSLOPE EDGE OF SHEET METAL CAP SHALL BE SHINGLED S' MINIMUM UNDER EXISTING SHEET METAL RIDGE CAP FLASHING. INBTALL EPDM WASHERED TENS 1 FASTENERS SPACED W O.C. TO STITCH -FASTEN RIDGE CAP TO NEW CAP METAL AND THREE -COURSE OVER W JOINT. DOWNSLOPE EDGE SHALL BE FORMED AND SEALED PER DETAIL DRAWINGS ON THIS SHEET, 3, INSTALL 1T X iT 20 GAL G80 GALVANIZED SHEET METAL PATCH OVER LOCATION OF DAMAGED ROOF PANEL WITH EDGES SET IN SEALANT AND SITITCH-FASTENED AT 3. O.C. WITH EPDM WASHERED TENS 1 FASTENERS. THREE COURSE OVERALL EDGES OF PATCH. 4. STRAIGHTEN DEFORMED OVERHANGING RODE PANEL BODIES ALONG ROOF EAVES. INCLUDE 12 PANELS IN THE BID, BARE METAL IN AREAS TO RECEIVE NEW FLASHING. INSTALL SPECIFIED PRE -MANUFACTURED PIPE BOOT FLASHING. FORM MOLDABLE FLANGE TO FIT RIDGE PANELS, SET FLANGE IN SEALANT AND FASTEN FLANGE AT W O.C. TO ROOF PANELS WITH FROM WASHERED TEKS 1 FASTENERS. INSTALL SEAWIT BEHIND TOP EDGE OF PIPE BOOT AND INSTALL STAINLESS STEEL BMID CLAMP TO TERMINATE. INSTALL TWLED SEAUWTATTOP EDGE OF PIPE BOOT AND AT ANY VOIDS WHERE FLANGES ARE FORMED AROUND STANDING SEAMS. 8. REMOVE EXISTING FL\SHING REPAIR NATERIALS AND SEALANTS FROM SHEET METAL BOX VENT CURBS AND GOOSENECK PENETRATION. CLEAN PENETRATION$ AND ROOF PANELS DOWN TO BARE METAL IN AREAS TO RECENE NEW FLASHING. STITCH -FASTEN ANY OPEN SEAMS WITH EPDM WASHEREOTEKSIFASTENERS. THREE COURSE ALL EDGES AND SEAMS IN METAL CURBS ANO GOOSENECK PENETRATIONS. INSPECTAND REPAIR ANY OPEN SEAMS OR DAMAGE AT CURB -MOUNTED BOX VENTS TO PREVENT LEAKAGE ABOVE THE ROOF FLASHINGS. T. OVERLAY DAMAGED AREAS OF EXISTING SHEET RIDGE GAP IN QUANTITIES NOTED IN 7.1-7.3, USING 22 GA. CIA) GALVANIZED STEEL PATCH TO MATCH EXISTING RIDGE CAPS2EANO PROFILE. TIPEDGESOFREPAIRMUALTO FORM COMPRESSION SEALAGAINST EXISTING RIDGE CAP METAL TO REMAIN. PATCH EDGES SHALL BE SET IN SEALANT AND FASTENED WITH EPDM WASHERED TEKS 1 FASTENERS SPACED 3' O.C. 7.1 OVERLAY B OF DAMAGED SHEET METAL RIDGE GAP. 7.2OVERLAY 2' OF DAMAGED SHEET METAL RIDGE CAP. 7.3OVERUY V OF DAMAGED SHEET METAL RIDGE W. 8. REMOVE ALL EXISTING REPAR MATERIALS FROM EXISTING RIDGE CAP SEAMS. STITCH ­FASTEN SEAMS WITH EPDM WASHERED TENDS 1 FASTENERS AT 3' O.C. THREE COURSE ALL LAP AND END JOINTS IN RIDGE GAP, INCLUDING EDGES OF REPAIRS INSTALLED UNDER KEYED NOTE T. 8. CLEAN AND PREPARE PANEL CLOSURES UNDER NORTH AND SOUTH EDGES OF RIDGE CAP. AND CONTINUOUSLY THREELOURSE ENTRE PANEL CLOSURE TO ROOF PANELS. FINISHED REPAIR SHALL RESULT INA CONTINUOUSLY SEALED AND FLASHED RIDGE DETAIL. 10. INSPECT RAKE EDGE TRIM FASTENERS, MO INSTALL NEW EPDM WASHERED TEKS FASTENERS AT ALL LOCATIONS OF LOOSE OR MISSING FASTENERS. ALL LOOSE FASTENERS SHALL BE REMOVED AND REPLACED WITH URGER SEED EPDM WASHERED MKS FASTENERS, IN LIEU OF TIGHTENING EXISTING FASTENERS, 11. MISTING SHEET METAL SKYLIGHT COVER. INSPECTAND REPAR FASTENERS AS SPECIFIED FOR RAKE TRIM UNDER KEYED NOTE 10. REMOVE EXISTING VISIBLE SE T WHERE COVERS ARE SHINGLED UNDER SHEET METAL RIDGE CAP. THREE COURSE JOINTS AT RIDGE CAP ANO ENTIRE TRANSITION TO ROOF PANELS AT DOWNSLOPE EDGES. 12. REMOVE ANY EXISTING INSECT AND BIRD NESTS, AND CLEAN VOIDS BETWEEN WE AND EAVE TRIM AND METAL SIDING RIBS. INSTALL SELF -ADHERING FOMt RUBBER PANEL CLOSURES CONTINUOUSLY BETWEEN ALL RAKE AND SAVE TRIM MID UNDERLYING METAL WALL PANELS. CONTRACTOR SHALL FIELD VERIFY PROFILES REQUIRED TO PROPERLY FIT EXISTING CONSTRUCTION. 13. FOLLOWING COMPLETION OF ALL REPAIR WORK, AND ACCEJTANCE OF THE REPAIRS BY THE OWNER, INSTALL FIBERED ASPHALT -ALUMINUM COATING OVER ENTIRE ROOF SURFACE, INCLUDING RIDGE CAPS, EXISTING SKYLIGHT COVERS, NEW ROOF PANEL REPAIR COVER, HORIZONTAL SURFACES OF RAKE TRIM. BOX VENT CURBS, AND 1T UP GOOSENECK PENETRATIONS. MASK ADJACENT COMPONENTS NOT SPECIFIED TO RECEIVE COATING. FORA NEAT AND CLEAN APPEARANCE. REMOVE AND DISPOSE OF MASKING AFTER COATING HAS SEF. PREVENT RUNS OR OVERS ERAY ONTO VERTICAL FACE OF RAKE TRIM. 0 aG i Y f W C.1 w o Q O m� LLLL O o0LDL w b m U a % I R1.2 6 ROSE {qL X: 9FF1 Yf1,LL Y11FW10 sWIL i uxRA IMES 493w'N1Y IOBO OIfF11AH a A PxnAAxl EEIE DRNwG 1 RIE .nFrt Ams 161m x tl[ samYE xc MRPLaE IEru w xn uu,'IwixG MORE Ew D6INIDI¢ OF DPn WPE vEcv suElcMLr KTEn NIEix� a w PIRINAIx aw Dawvrvc. J. WXINM GPS FBI BE CMIRVCIED 6 MIDI DO PAI9f RIM Mx FREE GAGE XEAWA 6010MIGtG N uXIBIRL) TVN TE PBBWFi WIPGEIR. BoTx m BEDL tlWM6 wOE mXRMG6 GIn IAD Pp111SD. SCHEDULE OF ROOF RELATED SHEET METAL SMS NO SCALE - EASTIM IM0N,,PWO) IEnnlvi ra sIPoSIIUiE AT IY OLD NE FIFUL4FFRISUBSTRATE mN01NG ION S TWIT10 APRIGBLE rfPOu 9NGlF-RY EUSNIMG GEINL 45i�� FIELD MEMBRANE PRIME BACM YOE GN55 SECTOR NTNL OF MLMBRWE REINFORCED MEMB WW E SECUREMENT STRIP FASTENED INTO VERTKW SUBSTRATE FAS MEMBRANE PERIMETER SECUREMENT OSCALE N NLF£WMEIERIMILERS NEWgLE%ISIINGSWILBEFASTENEDINACWRGPHCE W TIN THE FELLOW ING SCHEDULE (UIRESS NDTEO OTHEMNE ON DETAIL LPPW WGS) ATIPLIPEM&1x91MR PEPMEIEPFISRIEP WWIFA FMI@.E4 SP>LxIGIIE^AIIIM wACING1EVlIMW 61P11LRWLLCIxLAEIE IYOL. 60.L. CM4BAIGIFASIENERM1050.DAM1FPYL) IYOC. 60L. STEELOECN IYO<. fOC. YNLO ME POG NOTES: L FASTENERS N V OR MEM (N]WWL) LL19A SHALL BE MIALLED IN TRO (2) M STAIX[Rp I/D OF GLER NDM x Tx0 (2) EASNAff6 SHALE BE ESINLm NMx P M EMH Mlsll END. I DORMER FORMER SPQ% SMLL MEXD N PlfAR NE DJRSE YILGXB WRE6 A 'WERE IM M RSAE MUS AH It5IN1ID, . IMn G BE RAEFORD NRIVSRNLv. x (MENREE M TMS, ME BOTTOM NXLEA S BE FASIEXm FORM ME SPECIFIED MITSQ6 DB 5/B"DI RNSHERE CCUNFORMN NA EM ANO GOLFERS RLTfl M, IW OF WOO) IRK BASE BD 01 51 MOIIDD. FASIFX SUBSEQUENT NIIfR6. MNIE SPECIFIED. USER: THE ERCBIED SCREW NMOT ROOM 0. PISTON@ TIFES NS DETERMINED BY SUBSTRATE MTFRWS AND SECTION 06 10 Sl minor BE MAFIS R H m 19 Rf, I/1' GP RUBBER ENDS G ADIOIXIK %[CII BE RrtB m sECllnN m IDy PDR ImTDrw RnlAvnwrs NASNAI LER ATTACHMENTSCHEDULE NO SCALE ®� Ig M6 OUM SPIE E UYII AT ALL PFAIEREERX.WD EEIMTKKNS MNEAE R SYS EIIREA, WNUNIYF 4 p£CIERE IN M rUX RALE (IXGPT WHERE fPLY PFHEIMIpN nA49NGs Ilff SPEC6IFBJ. TYPICAL VAPOR RETARDER FLASHING VRF NO SCALE E&1 COPINGS LCflXG b)IIIWCVSLLIP OTEUE 'A' aisI FncE NWWMB NWMMS IxsCf AIL£ 61M1MiIP6f) awsu mwswl sn 1T IP I r C 3_0 omp-M m ROSE {qL X: 9FF1 Yf1,LL Y11FW10 sWIL i uxRA IMES 493w'N1Y IOBO OIfF11AH a A PxnAAxl EEIE DRNwG 1 RIE .nFrt Ams 161m x tl[ samYE xc MRPLaE IEru w xn uu,'IwixG MORE Ew D6INIDI¢ OF DPn WPE vEcv suElcMLr KTEn NIEix� a w PIRINAIx aw Dawvrvc. J. WXINM GPS FBI BE CMIRVCIED 6 MIDI DO PAI9f RIM Mx FREE GAGE XEAWA 6010MIGtG N uXIBIRL) TVN TE PBBWFi WIPGEIR. BoTx m BEDL tlWM6 wOE mXRMG6 GIn IAD Pp111SD. SCHEDULE OF ROOF RELATED SHEET METAL SMS NO SCALE - EASTIM IM0N,,PWO) IEnnlvi ra sIPoSIIUiE AT IY OLD NE FIFUL4FFRISUBSTRATE mN01NG ION S TWIT10 APRIGBLE rfPOu 9NGlF-RY EUSNIMG GEINL 45i�� FIELD MEMBRANE PRIME BACM YOE GN55 SECTOR NTNL OF MLMBRWE REINFORCED MEMB WW E SECUREMENT STRIP FASTENED INTO VERTKW SUBSTRATE FAS MEMBRANE PERIMETER SECUREMENT OSCALE N NLF£WMEIERIMILERS NEWgLE%ISIINGSWILBEFASTENEDINACWRGPHCE W TIN THE FELLOW ING SCHEDULE (UIRESS NDTEO OTHEMNE ON DETAIL LPPW WGS) ATIPLIPEM&1x91MR PEPMEIEPFISRIEP WWIFA FMI@.E4 SP>LxIGIIE^AIIIM wACING1EVlIMW 61P11LRWLLCIxLAEIE IYOL. 60.L. CM4BAIGIFASIENERM1050.DAM1FPYL) IYOC. 60L. STEELOECN IYO<. fOC. YNLO ME POG NOTES: L FASTENERS N V OR MEM (N]WWL) LL19A SHALL BE MIALLED IN TRO (2) M STAIX[Rp I/D OF GLER NDM x Tx0 (2) EASNAff6 SHALE BE ESINLm NMx P M EMH Mlsll END. I DORMER FORMER SPQ% SMLL MEXD N PlfAR NE DJRSE YILGXB WRE6 A 'WERE IM M RSAE MUS AH It5IN1ID, . 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CONFIR US CUP SHI BE EASE COUNTY N THE calm', 9 TE WTIM WAfll"IF WF TGN ONE 1M NYIER S U$V AT PERIMETER MODELS 2 GCMG NEIN MUST BE WRIUMED AND WI M XSEXESD N 0.YN.Y WIN AM/SPNI ES -I. I REFER TO RTIA SIX R`ECEC COMING AWUGTIDN. A. BEER m IETu (SMS) FOR YETI T 9 ANSI I SPRI ES -1 COPING METAL STANDARDS NO SCALE `m'"'"^ XN@ 1. iNiiBO M92.11SX FlmlS M AEU N iW STOIX 2. SLBORI PMBPS ON PEDESEMS FDR BINE BILLAR PN NELL I2/RA NEE: PMT% ME 9NMI NI R[ WON, N.W. MWST AS SPECIFIED ON A UNIT COST PER UPpA SINGLE -PLY F_MEYBPANE (LNSE UTM w IMV (1) DUNG LAYERS OF LDJSE IID 2s DIMMED PaYSTAEE INwwmN TD R[Mux. RIMm REPLACE AW WET OR DETDIUIIAIFD e IMUMUON ON A UNIT MT W - 0ROOF SYSTEM CROSS SECTION A 1 NO SCALE m —I"I NGE 1. WE ES -1 EDGE METAL EO[£TYPE I EWENET4 GLNiWRJ6LLY xWMx Y' ELI PPTNC pIRCf F/EE (PA1 9LUIMGJEM&➢[® nwx•w aw6RM 6S m NCTEY I. BORROWINGS GP SHALL BE EMY FASTENED N ME w u a TR Yom a VIER M41WN GEA NV FR x BE E AT RHISGI w z DXE IETK m c R FN1T.11ED MS M6S-1. A ETYm m mar xN MS/BRM ¢-t. S x3W m DE1N5 FOR SPE6C GI4£ YFDL /PAICIIAXR. A. RNm m NOE lslx) Fon WTN rPE AS -3 ANSI ISPRI ES'1 EDGE METAL STANDARDS NO SCALE NOMMI Y x ]! z sA' PREGST CONCRETE BRI I. iN[flfD fAAAIY.N D]510 N IPU Cf Mi PAWNS. SUFSICE 10 POL DM SLOPE ON IN50UTCH. STR SmY"' OR PLAN N ARE BIMN SEW CN TO FD PXOFIL[ OF WYCFM MfMILLL SlIB50UTE5 2 SEE AOCf MV PON /.SAS m IPfIIh MND AWE CIMMGES BALLAST PAWS IN AEU N STOM BVU51. PEUI AND LEYTuxc PulEs/slaMs BY PAYER PANUFACIURfA 'I'M LK.If-RY ' 4EN5RAV[ (LWS[ WD) 5' ERINM SXNG EIDHCY COVER S1NP TYO (z) DOW LAMS DF UMBE ' Un xs' mAW[0 m1FMNA 1`HJwI1N ID AEW1X. RFMNS AND REI MY Rn OR MISINFORM MWMIpN ON A UNIT COSI GSLS AZ ROOF SYSTEM CROSS SECTION NO SCALE R2.0 J w 0 LL 8 a HLL Q w cl DE mg U w °w FE Ll LL w Fa Ot Q < rG U W FLEI 3gi x R2.0 A I FO L MetroYCIMIx MnLc nt nc nnr slap xvunox uaA slmnnnF ruin xaunax a sxam •mE unrar. 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I PERMETER- APPLICATION RATE C ER-APPL"MN RATE F INSULATIONADNE SIVE APPLICATION NO SCALE a""'"�'^ sn x aro uns nwxuwc n�E2) sur-Pur•xc vup •iN![rt vuwIelumEP mP1w I/r •Isuu awPD (uErvawrxEY F:s KD) EXWM STEEL MN \ ROOF SYSTEM CROSS SECTION L NO SCALE FIELOOFROOF 16 rA51pp6 RP BI'/!p i RR ]1• m ft. 1/2' c SUM CMR BW- [POu sxn[-Rr uEIB2ul[ 4Wz• cw:P 8CMD (uE« ",Y 0.R l:o) (w1cMo) x sL°D .wum Du Swa xAtt wLM1gx r —5' 41i-/pttfwt IQIWH MhSM' ^ IAT EPEii AVO (UIIV 6I1 [O.[P SMY Cl #D IP xL [aD4 CORNER ZONES —d' p9[ YAY ER WFP SL V u ralmxs a •u+EIPE u[uE AwcsrvE '# INSULATION FASTENING PATTERNS �,�10 LE " , NOMI ADh@vE sn x aro uns nwxuwc n�E2) sur-Pur•xc vup •iN![rt vuwIelumEP mP1w I/r •Isuu awPD (uErvawrxEY F:s KD) EXWM STEEL MN \ ROOF SYSTEM CROSS SECTION L NO SCALE FIELOOFROOF 16 rA51pp6 RP BI'/!p i RR ]1• m ft. 1 SIYQs AT li' OC O O O O p p O p PERIMETER ZONES o o O o O OO O 0 0 0 0 0 0 0• }A FWEl KR 843MlD ^ IPplusO. a. $VKts At IY OC. 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INC. 0 O NasoanoroasW.,ro L1vLJ xe.cm.INa+wx magma mU6: IVIWs m»wre ...nWorNmm EPW MEMRPAnE THEW S -PLY WFR 4RP IETAL yyN(EgU$NXG EASIEHED (THIRD LAYER) (FIRST MR) Ai 6' I R AY 3' WIIX 4MI TME 6' 5Elf-AOMflEw HNNRIC r 5[YI-CURED FEW SINGE -PLY R M i '� MIER ELI IS 1I9' 4ALW1 AGE-RY wMl Mur AWERED) ems" PLO LATER WHET HE 6'SNF—MHERH1 POOL SINGE—PLY CP2R SIMP K TYPICAL PATCH AT MEMBRANE T•LAPS NO SCALE `m""`°" EES S OF DESIGN' MIR ' � 11I D O m wgwpuoweµsue lw Liclolu ck L'ISTRIES.INC. CM�IRBIW[ I� ql� &4rWS9+e ET CYgT•FI�11 rgmm MIRO MODEL 2.5 -CONDUIT SUPPORT -T N ELECTRICAL CONDUIT SUPPORT NO SCALE — wm. ME OFF& WITS AT ROOF 4C10N B WEST OF ME W SOMA-YOUEIEO IML LOTS NETRE 21' SUPRPR AWL BE NR1STED MD A6lxlm AS RaEG➢ TO RRM CORK Wtt0 AfDSR AipM(IS > N' IIXRG. MIRO MODEL 24BASE STRUT -18 P MULTI PIPE SUPPORT NO SCALE m'®°' PIANVIEW VERTICAL FLASHING TERMINATION NO SCALE -- HOT xmE N0 CVJPNG 1WiDYlA9f MT fN]AV. PdTADE IFX rJT,ME OwINE, w%MAa m wME MAINE,c. GNWlY1E0 SIAJI 4WRLr (ASIEMEO TO AI�IIUM AT It a, PTM WALL FUSrING MEMBRANE MLL SUWSIM1TTE OETFV OTHE EDI G" 4LF-ACNERWc M (P CCMNWS WAIEW 4b -GIRD EPW FV91NG GR -M 4YAVT [fN1fAfD O2A SIRP LOGIXYI M Y0 MER .rn "YIN ALL AOLS PIAN VIEW Q WALL MOUNTED ELECTRICAL CONDUIT SUPPORT NO SCU m""'®"° MIRO MODEL 5 -RAN -12 M GAS PIPING SUPPORT NO SCALE �' -- R2.2 TAPE (CONTINUOUS) WS CB` FASTENED AT 6' OC —IErx mPDIc cw rqW BLEEPING. RR. AS REQUIRED (CGA'IMUOUS) CIM FASTENED AT 6' D.L. AL DOPING CW .Ermlw WGDD SUDOW IUING LN PER DET. —jjry y$(qD MARI AS IEDFD / I FASII%16 AT I]• D2. rFMNEM PER GET& il5/Pi.o / PARAPET FLASHING AT BEAM L NO SCALE it roMRm IPIw wxE FUCHNG [PW ,Mm V iASIFNFRs nT la' �, DETAIL i DETAIL 2 o.t. q• BINNING HECig CONCRETE b Y41 PAMl • fU1Y PINEAL YEYBIW( TO .�. sW61AtlE • rAs1Ex PFR ttTAR rM/R1.o IgCf sSIFY Pr/ pE • A, na /R}A . (51SILR. A • ..R_ _ fY l SHTIH) W (CGA'IMUOUS) CIM FASTENED AT 6' D.L. 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META- DOING CAP WWD &DCwxG, REFASTEN A. (NIS) AS MOUTAEA EiRAAm T oc. EllmMC PFUSI CCNCRR WL PANEL —NLLY APPEND MUE'S" E TO SUdaIIYTE sAwrt ,,FASIDN PER DETAL FAS/Sa.O RW WEY PEA VAPOR HTA4fR AND 4WCR RETARDER FLASHING - AIDED TO DUAL PREF/RD .O 4 PARAPET FLASHING NO SCALE ®°" IXISIINC VEAIIGL SIttICHT PANEL Dig ALUMINUM SRL FRANK Big. SNnitd, A4rL3LYIT07MH CP'MA I"'EJ SEM OF SUBMIT RUNS WELPS. DD NOT SGTM CLEAN .0 PRIMED SURFACE TYPING ENHCDD 1Po YEMBUNE[r9, WASHDEG FASTENER AT IY 0C. PAGE FLASHING, NGItY IMM AS 9gIDA(PRI EACH FASTENER LOG11rN) fWAITR ELAwG WEEPS W Nm SBEWOM WMHERED SEPI IEUE SOIDS AT IY OCERDN WASPERD FASTENERS AT lY 0 CWARN CN-Csr 3NANT TPoM COSTING AlIMR9U9XXC PC FOAM RECENERDENVERTmtm BEAD OF SEA ANT N EPCM WA4IEAD SHEET MCTAT SCIEWSCLEAN ANO PAINED SURFACE AT 12' OC. TERMINATON&A FASIDD AT 6' O.C.CONVEX T0.YED DM OF SEAI.WTWITS EPDV WASI FASRNERS 10 CLG4 AND PRIED WAGEEXIAING EMODCEO - MEM -1 -1 RRNIUIpNSAN FASTENED AT 6' OC.'"TNG. 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PAGE FLASHING, NGItY IMM AS 9gIDA(PRI EACH FASTENER LOG11rN) fWAITR ELAwG WEEPS W Nm SBEWOM WMHERED SEPI IEUE SOIDS AT IY OCERDN WASPERD FASTENERS AT lY 0 CWARN CN-Csr 3NANT TPoM COSTING AlIMR9U9XXC PC FOAM RECENERDENVERTmtm BEAD OF SEA ANT N EPCM WA4IEAD SHEET MCTAT SCIEWSCLEAN ANO PAINED SURFACE AT 12' OC. TERMINATON&A FASIDD AT 6' O.C.CONVEX T0.YED DM OF SEAI.WTWITS EPDV WASI FASRNERS 10 CLG4 AND PRIED WAGEEXIAING EMODCEO - MEM -1 -1 RRNIUIpNSAN FASTENED AT 6' OC.'"TNG. NEATLY TAIu AS SHOWNMAIM EDM APSTUED FASTENERSa-PIECE Mi S LIMES STEEL a-RECE SIAINIPSS STEEL SIP YCIxmLWIEReUSHNG. PID✓IDECNNERFVSHIIG. PDOPEE PRFTNG VER80NDEFEND TENSPIL SEI 111 10 SIMCNI GUL MORON SEAMY CIA-OfS 5[YAYR .i WHG STUD FASTEN w 8' QC, WmND STEP, ], FASTEN AT 6' D.C. SNO L0 i0 FMA1511qWmNG MNLIXISIING WALL CMSTPUCR]X,-i R1LY ADNES MEIBDY TO SUENC RATE —FULLY MIE,H MEMBRANE 10 wPRTIEGE BOB! RR DONE. F",O FASTEN PER MOVE rAs/,'MA W M1E4 DR OEINL C/Ra. 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RYAOCD HEMS 10 N 12, OG (OJIH SIWS RON WAS'fR0 ) FASRN PER OEINL FAS/R2.0 BE MDI MINER CURB .CMS Now RMLCRS TWO RWO)D FASTEN PER DI FTS/R0 FASTENER Al Iz' OC NY fX511XG 1MfR0 [flCNR NSTILL WWD PIT® REENSYA$ WIN ADWENI TOM WPBTN ABPlVE.TEN, ANO REPSULL IOBE WES) r Z W RUDE SALEMOMPER BOOKS A1/R2B SCRWEp AL W OC FASrtN AI 12' O.C. SOCKERED 1,,I INSULATION AS SECURED INSTALL 1/2. LYRRT CRY[ Ernm000 U Q wo O� OR SOX (MTEY AT SOWN) RWF S M RR DIMS AI/AX.O RETEN N NOW OEM MND CONCRETE 0 a- YE01 REMORSE, ART C0.ER TM[RN EDGE STRIP AS REWIRED FOR OA Az/flz.0 (MTEM AT STREWN) BEIM IN IP- X 12- CRD RABIDITY RESTINGRYAWO y ��0 � Sa mf /A. SWTH IPANS'fICX F CILPM oo4- 11/z PPOIC[ INII•E.V.6 EXISTMC WOOD COB (MORETTI REMOVE FASRXIAS AND SIRARRI AS _ -S -r. /l ROM Mi[4 PCA . /'I REQUIRED TO BE SORE AND PLUMB EX5NXGW%G PMB FROM ]/2 GLLVANIt[0 PHILLIPS Ml EGD BOLTS CpISIfiIC1XMN OXHIIXWUS CLIP FASTEN AT 12 OL FRXI W.RS H P PDMS AL IY BC. SM#REO. F.61fNER5 Y IY OL. MX PON WASxERO FASIEXFIO I AT i WUNIERSINN HELLS FRI N11H ANGLE IIgX _I l NLLY gXFR Y(NBRWE 10 SL4351RY[ _ AHI BE HIM I/2' X Ft/1' BY NINE INC yALNT DOREN PER BEiNE FREI SFT H HN 1/2' X 1-1/4' /LIESIME NE%E NLLY AMER MEM9WNE soom AT N' O.0 10 SIISIMIE _ EASTERN PER RISER FAS/A3.0 EHA SISTEN P[R _ - •' - --NLLY /[OSE 1EIOPINF 10 9JBBIMIE IX1NL [I/R3.1 AD[! SOUP. PER - e OLSON WENT N - CRNL p/At I n BSEEN PER LEIAL FAS/IQ.O OETA- FAS/Rz o W WMMNR ROSTON SNL 0/I¢.1PER —1 ROOF SOTEEM FD I O/R21 Rk� 5CX1 A P • ^F - EXESING CONI • . a. •. LAM 13 ROOF M IDER TRANSITION NO SCALE ®""®^ WWD CURB (CON6IRUCIIOR LBM CN XSIMIq L FCA A OCR FII VIAA NMEW AO YIRW SiMRR FIA9IIIY. - MR TO LI.LL VE/R2O EXPANSION JOINT 15 No SCnLE® E)LLN' EPIw FELL MEHDRATI ONTO IXCN V NIN E!D. SEAN PRIMER AND ITERAL l' ETD SGV IME SPACE 20 fA G90 WVANITED CLOSER MORE FASTENED NTUR ILi RN TAYCCN F.SIEN[R5 AT 24' OLD. EMOTED CIAO N41 5 SELF-AOHERNG CORED OR S[MFNR[D RON 5LN MMI PLY [EVELOPE INSUUIION ASSEMBLY WITH Co"M..US ALTERED [POM M[MBPIN[ No F S,EUEM PFO DuA FT/ST 16 ROOF TRANSITION NO SCALE u M•• NY ae j r Z W 51PG CAWI FII: n8 xg � U Q wo O� PH aye[ S�S 0 a- n W 0 U %C a y ��0 � Sa mf W F CILPM oo4- loCRT ,l PPOIC[ INII•E.V.6 _ R2.4 STEAMER MEAN CA MEAN MAKER Ir OC. 11 LUMPING PING µD B[l15 [XWNG DRAM a. I END OPD 1BRANF fUSxHG gRAAN DUN MARL IX SFNANI AT DPN, FLANGE NADF SYSTEM RA DFiN15— EXISTING TERN HEAD AI/MO HOW 1. OR C/Ni I �._ (55101 B SYOWH) I ONG WITH 1- EXIMMAL W µD WITS BE YINBR41[ iLl91XIG IN Al [MAX r1INCE —HFLo lARm PONn SMOOTH1RANmwx E%1BAR; FINGER MGM CLASP Ir OC. [YSIWG N.DEATHCLAMP [XWNG DRAM a. flR ELSWENG RYAA4P MCI gRAAN DUN MARL —MMAC MANX %%HG BELONG PRE-FIBAIGIEE EXISTING TERN HEAD SUFI'. I. MANIA TEST ALL MALE TO ENSURE PROPER G. NO DN T, SUGGEST MRS. CPIXAMM TO 10 BEGINNING RUES. ]. AT THE END OF UCH MY. BRUTE UHl Al 2. 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WEN 1 fASIFNFAS-9MORE LLI tonin Ew o SJ, —mYw 9.XED IFEX AV1 41F-I[N[RiNC EMITTED EFUN FIAATIM INSTALL SEER OF 9' SELF-IOKPoNG —CUREO t0 � TM SEY-aAEO E%XI .( ONNE CUT TO PROFILE OF RIC asxr MCO BLOCKING FACTORED 10 TO OTCH MARTINI MIGHT EY61NC M EKDR ACKEI- SSIEY AS MLYICD OEIIO WE EBUIp— -EXISTING YFTk LICYNC -EXISTING PIP[ MULTI - EXISTING EI PI - RENSlkL OR REPT INSIIUIION AND Y[I.LL LAGGING IS REMIA[➢ -91 RNN GCAµ GA'G[ IN ED. 19%4MI OF 1E..NAd-IFFRo`E`Tf ¢ TO PREINK) 4JREFACE -VOIKESS STEEL PALO ORION ONI . 1911Mi {VAIN[ �MTfR10R IEiN " COLLI POSTED W 4Nµ1 /�11IT9ALl Rm-EXPAR IE vwttD TUNURST C FM WrrtR[ [ASTM WE IMOUTMM 6 INWLEO OR Y69Xn MATCH IKKRN6S OF EXISTING PIPE INSRIAIICN WI JETµ RPE SlF[VE MITIAi Y O.G. IW.0 .sG.I STI -ADMIRING EXCHIEO I" FIA9N0 wSINT STEPS OF V SELF -M[9. CORED CA 9YI-CORED WX uTYRRWE. LOT TO RMLE OF RK ME 27 UTILITY UNE FLASHING NO SCALE ®"R®" N9FY K SR[rtO %of J f o LL 912 NL 2F U jE LL' LLI U o o t0 � M asxr rq$• %of J f o LL 912 Tapered Plan N WT TO 11 •Fn .. AFirw �'� �.. ors �• . tin�ay�YMaYYYIM W wYioi �n t��waR eMyp � wl�ti ✓rEYY.lw.e�YAl eIlW�rw 4.P nw� sr.YLa M.aW MMera�waew.w�r Mbabieww a.sllY.a.sM.._ W wi'r+�sn wN�ieeYYi�Me.y FYW�Y q� a..®rrw+ .1LM.AN=. GENERAL NOTES A INFORMATION WAS PROWDED BY THE OWNER HAS NOTSEEN FIELD VERIFlED, AND IS PROVIDED FOR THE BIDDERS CONVENIENCE ONLY. B. BIDDERS CAN BASE THEIR BIDS ON THE INFORMATION PROVIDED, BUT MUST FIELD VERIFY PRIOR TO ORDERING MATERIALS TO ENSURE ACTUAL IN -FIELD CONDRIONS MATCH THE INFORMATION ON THE DRAWING. C— R2.7 .no.ecT. .oa.ao. m ms .oiwe l%•.ry F Zw Va 7L. z n 8 � U e Q E 0 =� S L nE Omo LL 0 °o U § o C R2.7 Prepared by: Jonathan Durst, Assistant Water Superintendent, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)956-5169 Resolution No. 18-22 Resolution setting a public hearing on February 6, 2018 on plans, specifications, form of contract, and estimate of cost for the construction of the 2018 Roof Improvements — Water Treatment Plant & Water Distribution Facility Project, directing the City Clerk to publish notice of said hearing, and directing the City Engineer to place said plans on file for public inspection. Whereas, funds for this project are available in the Water Distribution Building Repairs account #W3309 and Water Plant Roof Replacement account #W3310. Now, therefore, be it resolved by the Council of The City of Iowa City, Iowa, that: 1. A public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 61h day of February 2018, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this i 6t -t, day of January 12018 � Y. L/ Ma or Approved by Attest: City Clerk City Attorneys Office f -7 10 It was moved by Taylor and seconded by sotchway the Resolution be adopted, and upon roll call there were: Ayes: K11 Nays: Absent: Botchway Cole Mims Salih Taylor Thomas Throgmorton J Prepared by: Jonathan Durst, Assistant Water Superintendent, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)3565169 Resolution No. 18-38 Resolution approving plans, specifications, form of agreement, and estimate of cost for the construction of the 2018 Roof Improvements — Water Treatment Plant & Water Distribution Facility Project, establishing amount of bid security to accompany each bid, directing the City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Water Distribution Building Repairs account #W3309 and Water Plant Roof Replacement account #W3310. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:30 p.m. on the 26th day of February, 2018. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 6" day of March, 2018, or at a special meeting called for that purpose. Passed and approved this 6th day of February 2018 Attest Gc c Ci Clerk M or p oved b(� City Attorney's Office Resolution No. 18-38 Page 2 It was moved by sotchwav and seconded by Aims adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway x Cole x Mims the Resolution be x Salih x Taylor x Thomas x Throgmorton P®riiiiiedia PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly swam on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0002671000 1/22/18 01/22/18 $37.46 Copy of Advertisement Exhibit"A" scribed and sworn to before me by said affiant this 22th day of January. 2018 NVY Public O�pRY z PUBS '� E OIF, \ Notice of public hearing on the plans, specifications, form of •ontract, and estimated cost for the 2018 Reef Imnrn\/emenfC _ )tice is hereby given that Council of the City of y, Iowa, will con -duct a hearing on plans, ons, form of contract imated cost for the on of the 2018 Roof ents — Water Treatment & Water Distribution Project in said city at 1. on the 6th day of 2018, said meeting to be he Emma J. Harvat Hall y Hall, 410E. Washington i said city, or if said is cancelled, at the next of the City Council as posted by the City 'roject includes the nt of roof section at the eatment Plant _located at Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected By any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost opmaking said improvement. This notice is given by order of the City Council of provided Cityofof Iowa IMLIE a and FRUEHLINbU, law. ITY CLERK 2-raAl I I IOWA LEAGUE OCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - 2018 Roof Improvements Project Water Treatment Plant Water Distribution Facility Classified ID: 107771 A printed copy of which is attached and made part of this certificate, provided on 02/07/2018 to be posted on the Iowa League of Cities' internet site on the following date: February 7 , 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 2/7/2018 Alan Kemp, Executive Director NOTICE TO BIDDERS CITY OF IOWA CITY 2018 ROOF IMPROVEMENTS PROJECT WATER TREATMENT PLANT WATER DISTRIBUTION FACILITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 26' day of February, 2018. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 6U' day of March, 2018, or at special meeting called for that purpose. The Project will involve the following Water Treatment Plant, located at 80 Stephen Atkins Dr., Iowa City, IA 52240: Replacement of existing single -ply TPO membrane roof systems, including but not limited to roof system -related demolition, removal of obsolete rooftop equipment, roof decking repairs, rough carpentry, roof insulation, single -ply EPDM roofing, roof -related sheet metal, and associated incidental rooftop mechanical and electrical work. Water Distribution Facility, located at 1306 S. Gilbert Ct., Iowa City, IA 52240: Repair and coating of existing standing -seam metal roof system, including but not limited to removal of obsolete rooftop equipment, roof repairs, roof preparation, and application of an asphalt -based aluminum coating system. All work is to be done in strict compliance with the plans and specifications prepared by Benchmark, Inc. 6065 Huntington Court NE, Cedar Rapids, Iowa, 52402, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the Base Bid amount. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bid bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) years from and after its completion and formal acceptance by the City Council. AF -1 The Owner will conduct a pre-bid meeting and site inspection at 10:00 A.M., on the 16th day of February, 2018. Prospective bidders shall sign -in at the Water Treatment Plant lobby 15 -minutes prior to the scheduled meeting time, at 80 Stephen Atkins Dr., Iowa City, IA 52240. The following milestone dates shall apply to this Project: Start Work: May 15, 2018 Substantial Completion of All Work: October 12, 2018 Final Completion of All Work: October 26, 2018 Project Closeout: November 9, 2018 Liquidated Damages: $200.00 per day beyond final completion date The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Rapids Reproductions/Technographics of Iowa City located at 415 Highland Ave. Suite 100, by bona fide bidders. A $50.00 fee is required for each set of plans and specifications provided to the bidders or other interested persons. The fee shall be in the form of a check, made payable to Technographics. The fee is refundable if returned within 14 days of award of the project by City Council in re -usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). Subcontracting of roof system installation, roof repairs, and roof coating installation are strictly prohibited. The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. 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. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa KELLIE FRUEHLING, CITY CLERK AF -2 q -d (i) Prepared by: Jonathan Durst, Assistant Water Superintendent, Public Works, 410 E. Washington St, Iowa City, IA 52240, (319)356-5169 Resolution No. 18-55 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the 2018 Roof Improvements — Water Treatment Plant & Water Distribution Facility Project Whereas, Advanced Builders Corporation of Cedar Rapids, IA has submitted the lowest responsible bid of $460,000.00 for construction of the above-named project; and Whereas, the bid includes the base bid and Alternate #1; and Whereas, funds for this project are available in the Water Distribution Building Repairs account #W3309 and Water Plant Roof Replacement account #W3310; and Whereas, The City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above-named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The contract for the construction of the above-named project for the base bid plus Alternate #1 is hereby awarded to Advanced Builders Corporation, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 6th day of March Attest: Ci Clerk 2018 � 1�/,- 2� L" M or •' p ved b City Attorney's Office It was moved by Taylor and seconded by Salih adopted, and upon roll call there were: the Resolution be AYES: NAYS: ABSENT: X Botchway X Cole X Mims X Salih X Taylor X Thomas x Throgmorton FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Advance Builders ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 12th day of January , 2018 , for the Water Treatment Plant and Water Distribution Facility 2018 Roof Improvements Project ("Project"), and WHEREAS, Contractor submitted a bid on the Project described in said Plans, Specifications, Proposal and Contract; and WHEREAS, the parties hereto now wish to enter into this agreement for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of $ 460,000.00 , which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference a. Addenda Numbers #1 , attached hereto; b. Division 11, General Requirements and Covenants of the "Standard Specifications for Highway and Bridge Construction," Series of 2015, Iowa Department of Transportation, as amended; c C. Drawings as listed on the Specifications Table of Content h a d. Technical Specifications and Supplementary Conditions; C?"< ::in r4 0% e. Performance and Payment Bond; -<r— � _ f. Contractor's Completed Bidder Status Form; attached hk 0 g. W Contractor's Completed Assurance of Contract Compliance Program (Anti - Discrimination Requirements), attached hereto; h. Completed Form of Proposal; and i. This Instrument. AG -1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. Project Schedule: It is agreed that the project will be completed in accordance with the schedule specified in the additional component parts of this Agreement identified in Paragraph 2. 4. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Name: Quantity: Unit Price: $ Amnt: No,�--- 0 W r DATED this 11" +ti day of m 1 2011L. Citv Contractor B M rte. f (Title) President ATTEST: ATTEST: (AWC k' 2 (Title) Vice President 61 City C rk i (Company Official) Approved By: City Attorney's Office 312-t, 11B AG -2 ROOF AND PAVEMENT CONSULTANTS ABenchmark �r INC February 20, 2018 City of Iowa City 80 Stephen Atkins Drive Iowa City, Iowa 52240 H ADDENDUM NO. 1 _o O ca `n Water Department — 2018 Roof Improvements n rn r Water Treatment Plant and Water Distribution Facility ��� M Benchmark, Inc. Project No.: CICIOWA001 B r'r = This Addendum forms a part of the Contract Documents and modifies the origrrlal Biq§ng Documents dated January 12, 2018, as described below. Bidder shall acknowledge receipt of this Addendum where corresponding information is requested on the Bid Form. Failure to make such acknowledgement may subject the Bidder to disqualification. This Addendum consists of 3 pages, and the following attached documents: Pre-bid Meeting Minutes dated February 20, 2018. APPLICABLE TO THE PROJECT MANUAL: Item No. 1: The attached pre-bid meeting minutes dated February 20, 2018, for the pre-bid meeting that occurred on February 16, 2018, are hereby incorporated into the project requirements. Item No. 2: Refer to Form of Proposal, page FP -3, and Section 01 11 00 - Summary of Work, Article 3.17, Paragraph A, Subparagraph 2. The following clarification regarding the unit price description for replacement of existing tapered insulation is hereby incorporated into the project requirements: It shall be acceptable to substitute tapered polyisocyanurate insulation for unit cost replacement of wet or damaged tapered extruded polystyrene insulation. Item No. 3: Refer to Section 01 11 00 - Summary of Work, Articles 3.13 and 3.14. The following clarification is hereby incorporated into the project requirements: The requirements listed under Paragraph A, Subparagraph 1, shall only apply if a rooftop mechanical unit is liftable, and the unit must be disconnected and reconnected to extend the curb height and/or flash the curb. Item No. 4: Refer to Section 01 78 36 - Warranties, Article 1.02, Paragraph C. Delete the words "total roof system" from Subparagraph 1,. Item No. 5: Refer to Section 01 78 36 - Warranties, Article 1.02, Paragraph F. Delete Subparagraph 3. 6065 Huntington Court NE I Cedar Rapids IA 52402 1 319.393.9100 1 319.393.3994 fax benchmark-inc.com 2110 Pewaukee Road, Suite D I Waukesha, WI 53188 1 319.393.9100 1 262.547,0627 fox City of Iowa City Addendum No. 1 Iowa City, Iowa Page 2 Benchmark Project No. CICIOWA001B February 20, 2018 Item No. 6: Refer to Section 07 22 16 - Roof Board Insulation, Article 3.01, Paragraph D, Subparagraph 4. The following clarification is hereby incorporated into the project requirements: It shall be acceptable to use tapered polyisocyanurate insulation for any new crickets on Roof Section A. APPLICABLE TO THE DRAWINGS: o Item No. 7: Refer to Sheet R1.0 - Roof Plan - Water Treatment Plant. o �� c° a DSI Delete Keyed Note J. C -)-C r --tn Item No. 8: Refer to Sheet R1.1 - Insulation Plan - Water Treatment Plant, 8fW—ra ote En and Keyed Note 3. The following clarification is hereby incorpom�t ir�the Q project requirements: v w It shall be acceptable to use tapered polyisocyanurate insulation for new -crickets on Roof Section A. Item No. 9: Refer to Sheet R1.2 - Roof Restoration Plan - Water Distribution Facility. Delete locations of Keyed Note 12 where shown along the roof eaves. Keyed Note 12 shall only be required along the bottom edges of the rake edge trim. Item No. 10: Refer to Sheet R1.2 - Roof Restoration Plan - Water Distribution Facility, Keyed Note 9. The following clarification is hereby incorporated into the project requirements: As an alternative to the noted procedure for sealing the panel closures located under the ridge cap to the roof panels, it shall also be acceptable to thoroughly clean the voids under the ridge cap flanges, fill the voids with sprayed polyurethane foam insulation backing, shave and sand the foam to provide a smooth transition between the roof panels and the ridge cap, and neatly three - course the ridge cap to the panels continuously along the entire north and south sides of the ridge detail. CONTINUOUSLY COAT W/ALUMINUM COATING METAL RIDGE CAP \ ROOF PAI & FABRIC FOR SMOOTH METAL ROOF PANEL CAP TO City of Iowa City Iowa City, Iowa Benchmark Project No. CICIOWA001B Addendum No. 1 Page 3 February 20, 2018 Item No. 11: Refer to Sheet R2.4 - Roof Details, Detail 13. Delete note that reads "Galvanized L 4" x 8", Continuous" and replace with the following note: "Galvanized L7 X 4 x 3/8, Continuous" - End of Addendum No. 1 - n m = C-)-< ::i� r :'ern a S v p w X11 ROOF AND PAVEMENT CONSULTANTS 40Benchmark % ff INC February 20, 2018 City of Iowa City o 80 Stephen Atkins Drive o m Iowa City, Iowa 52240 �� a D� �o Water Department — 2018 Roof Improvements �� r Water Treatment Plant and Water Distribution Facility �Cr Benchmark, Inc. Project No.: CICIOWA001B PRE-BID MEETING MINUTES D w F The City of Iowa City and Benchmark, Inc. held a pre-bid meeting at 10:00 a.m. on February 16, 2018. Jonathan Durst and Tim Dingbaum represented City of Iowa City and Tom Irvine represented Benchmark. The purpose of the meeting was to review the project and bidding requirements prior to submission of bids. The meeting attendees are listed on the enclosed meeting sign -in sheet. Revisions and clarifications to the Bidding Documents are outlined in the enclosed Addendum No. 1. In addition, these minutes are incorporated into the project requirements via Addendum No. 1. The meeting included the following: • Review of Bidding Requirements, including 11 sections; Notice to Bidders through Bidder Status Form inclusive • Review of Division 01 - General Requirements • Review of Divisions 02, 06, 07, and 09 - Technical Specifications • Review of Drawings • Questions and answers • Water Treatment Plant site visit • Water Distribution Facility site visit The meeting discussion included, but was not limited to following items: 1. Bidders are requested to submit any requests for information (RFI) by 12:00 p.m. on Monday, February 19, 2018; so that ample time is allowed to include answers in the addendum. Submit RFI in writing to Benchmark, Inc., via email, attention: Tom Irvine tomi0benchmark-inc.com Bidders shall copy Jonathan Durst of the City of Iowa City 4onathan-d u rst(&iowa-citv.oro 2. Contact Jonathan Durst of the City of Iowa City via email at if return site visits are required. 6065 Huntington Court NE i Cedar Rapids IA 52402 1 319.393.9100 1 319.393.3994 fax benchmark-inc.com W222 14615 Cheaney Drive, Suite A I Waukesha, WI 53186 1 319.393.9100 1 262.832.1406 tax City of Iowa City Pre-bid Meeting Minutes 2018 Roof Improvements Page 2 Water Treatment Plant & Water Distribution Facility February 20, 2018 3. Bidders shall use the yellow sheets (i.e. Form of Proposal, Bid Bond, and Bidder Status Form) provided at the end of the project manual to submit bids. Refer to Notice to Bidders (AF -1 through AF -2) and Note to Bidders (NB -1 through NB -2) for further instructions. 4. Bid security shall be 10% of the Base Bid amount, as specified. 5. Refer to Notice to Bidders, page AF -2 for milestone dates. Bids shall be based on meeting this schedule. 6. Bids shall be based on completion of all roofing and related work using the Bidder's forces. Subcontracting of roofing and related work is strictly prohibited, as specified. Subcontractors will be allowed for non -roofing work, at the Bidder's discretion, for trades such as roof -related sheet metal flashing, mechanical, electrical, and the like. 7. A printout of the contract General Conditions is not included in the project manual, and are included by reference. The General Conditions are based on Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction", Series of 2015, as amended by the Supplementary Conditions (i.e. SC -1 through SC -6). The General Conditions may be viewed via the website provided on page GC -1 of the project manual. 8. Insurance requirements shall be as specified in the Supplementary Conditions, page SC -2. 9. Contractor shall obtain all required permits. Refer to Section 01 11 00 - Summary of Work, 1.02, A, 1, a, and Section 01 30 01 - Project Administration, 3.02, I, 2, for information regarding code deviation submittal to be provided to the City of Iowa City with the building permit application. The above noted minutes represent Benchmark's recollection of the discussions during the subject meeting. Please promptly notify the author regarding any necessary corrections or clarifications, so all recipients may be notified. Respectfully submitted, BENCHMARK, INC. Tom home, RRC, CDT o �' Senior Consultant D n s Enclosures: Pre-bid meeting sign -in sheet -=tc"l r Addendum No. 1 :<m Cc: All Meeting Attendees and Plan Holders �� 4 Andrew Reynolds - Benchmark, Inc. w V, 1_`1 AIV ?.I'9.`IItJhA.:Igr1I$ Bnchmark PRE-BID MEETING SIGN -IN SHEET Project: City of Iowa City DatelTime: February 16, 2018 at 10:00 a.m. Section: Water Treatment Plant & Water Distribution Facility Address: Iowa City Iowa Benchmark Project No: CICIOWA001B Name Company Office Number Cell Number E-mail Address Tom Irvine Benchmark, Inc. 319.393.9100 319.431.6081 tirvine@benchmark-inc.com I dA TiTLt6 j�k�j ,1� 319-��5- 2 31`9-533-3a3 Sciel . eovtiti s w �n c,• - 5(D Z 543 2_1b -3`:&7 e Q&_—__& 5filALL6 NVAAAc . l -ay -7/ - - -71,9t, GOe-%7 r 9,606flZ ,C'CT7 Jlav C��� f � �,:a-ems - - 11 7(p �.� r X14 -3 c �44XCJC• C @�� G MOl'� eF iJrS CO^^n.CTC�l1-I r`lba � 5-6�-6�� -1 g/SpD�-US6'{ F / �Ol��'vlOrt '� ,��d�'� l^60`•N� .e6-�. Ja,u b QQT Cl 319 356 x'169 Jwov� JmT� \ : L -S 33-S9GU a, \ Gr�¢L-SN-4C- �. P. 5 s� y q �`!�•SorZ y V�'-35fYo C/-lnl�� jC�c'cc.c-¢-F�ssac.co.t-t .k /6waG Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: Yes ❑ No My company Is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). Yes ❑ No My company has an office to transact business in Iowa. Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company Is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders My company has maintained offices In Iowa during the past 3 years at the following addresses: Part B Dates: l i 1;OQ2 to / ate / ;ILD Address: -707 a7W AVE 5 t City, State, Zip: CiifbAQ AAtQOS ,.iii 5;t D Dates: ! / to Dates: / / to You may attach additional sheet(s) if needed. Address: City, State, Zip: Address: City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: A = n a 2. Does your company's home state or foreign country offer preferences to bidders who are reslder�n [ Yes Mo 3. If you answered "Yes' to question 2, Identify each preference offered by your company's home 516F%Dr fWIgn M country and the appropriate legal citation. o; 0 g� o D You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: AAV 4'72 Signature: P -s- Date: /� /� �y� ust submit th plated form to the governmental body requesting bids per 875 Iowa lS26& 5 • �ry Istrative Code C ter 158. This form has been approved by the Iowa Labor Commissioner. BF -1 Worksheet: Authorization to Transact Business This worksheet maybe used to help complete Part A of the Resident Bidder Status form. if at least one of the following describes your business, you are authorized to transact business In Iowa. Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ® Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, h s filed :; its rnOS�4eFent biengial report with tt�e-sgc¢itary bt�tate, ae�i has nelttte*ceiyed a ce�if tate of njithdrayvaf frppin t e secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification In Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. No m ❑ Yes ❑ No My business is a limited liability company whose certificate of organiz jis f�tl in lm"rid has not filed a statement of termination. D -.t C -) -<N ❑ Yes ❑ No My business Is a limited liability company whose certificate of organizgpis fled in re other than Iowa, has received a certificate of authority to transact business i- ma EJ thee�icate has not been revoked or canceled. E5= 0 0 D GO r BF -2 Contract Compliance Program �r ■ �rn 1 t� *Ip",sk w8% CITY 4F IOWA CITY N O SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. mgAasst\conlractcompliance.doc CC -1 N m ES ac" m '17 :;C -.)CA N r _< � rn o� a w r mgAasst\conlractcompliance.doc CC -1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS 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.) 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. 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, and the regulations (see generally 29 U.S.C. § 1608 et seg.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. 4. 5. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? -zN eActt f�►tttx oyt�5 �cr >1P/t>vy tMa�+A 6001 A P837T Actio op i Tyy wAg- c EnlpaoYr GArfts►?•�to A� 4 What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) C7112L� 5M A -LAZY 319-;tv7- 7/78 707 277 AP, 5W G'aPea aiwicr Phone number Address $�4iI The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance In obtaining the necessary posters. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? mg6asst1contractcompllance.doc CC -3 The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Aibvok� la=Z-06-ns ColeP Busines$ ame Signaturetu�re Print Name 311-:2117-7/71T Phone Number Pte; Title 3-aa—�Ff Date m9rla3s9coniradcompIIanm.doc CC -4 N O n >� A ��- c�-G N a% rn `rm a o;s :E:x o b w r m9rla3s9coniradcompIIanm.doc CC -4 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. -,Furthermore, all companies should post and otherwise publicize all job prom8onal importunities and encourage all qualified employees to bid on them. gc" _ Dy A 12/01 :<rnrn mgAasstkontractcompliance.doc CC -5 W X, Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person or to discharge any employee because of age, color, creed, disability, gender ide(-Ay, marital status, national origin, race, religion, sex or sexual orientation. (OrS03-41*, 124h 2003) :�:n a n� O r a m B. It shall be unlawful for any labor organization to refuse to admit to memben4 s Q apprenticeship or training an applicant, to expel any member, or to otherwis!n*cri6Whate against any applicant for membership, apprenticeship or training or any meri3iDer in V# privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals are unwelcome, objectionable or not solicited for employment or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. CC -6 E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the state epidemiologist determines and the director of public health declares through the utilization of guidelines established by the center for disease control of the United States department of health and human services, that a person with a condition related to acquired immune deficiency syndrome poses a significant risk of transmission of the human immunodeficiency virus to other persons in a specific occupation. o m The following are exempted from the provisions of this section: C7'C N 1. Any bona fide religious institution or its educational facility, associatim; eyrpsmtionF society with respect to any qualifications for employment based on r4ig w}pn suM qualifications are related to a bona fide religious purpose. A religious fiction f instructional personnel or an administrative officer, serving in a supe o*acit�b a bona fide religious educational facility or religious institution shall be Obsumedto be a bona fide occupational qualification. (Ord. 94-3647, 11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647, 11-8-1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94-3647, 11-8-1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312, 8-11-2008) CC -7 Advance Builders Corp. Employee Handbook EQUAL OPPORTUNITY EMPLOYMENT To give equal employment and advancement opportunities to all people, we make employment decisions at Advance Builders Corp. based on each person's performance, qualifications and abilities. Advance Builders Corp. does not discriminate in employment opportunities or practices on the basis of race, color, religion, sex, national origin, age, disability, or any other characteristic protected by law. We will make reasonable accommodations for qualified individuals with known disabilities unless making reasonable accommodation would result in undue hardship to Advance Builders Corp. Our Equal Employment Opportunity policy covers all employment practices, including selection, job assignment, compensation, discipline, termination, and access to benefits and training. If you have a question about any type of discrimination at work, talk with your immediate supervisor or the Human Resources department. You will not be punished in any way for asking questions. Also, if we find out that anyone was illegally discriminating, that person will be subject to disciplinary action up, to and including, termination of employment. ;=7 o n =' _ .< :<� M a rn o D Al F This document is for informational purposes only and is not to be construed as an employment agreement or contract. Advance Builders Corp. retains the right to amend or change policies contained here within at any time without prior notice. 0 Equal Employment Opportunity THE LA is P o� 37 M v Private Employers, State and Local Governments, Educational Institutions, Employment Agencies and Labor Organizations Applicants to and employees of most private employers, state and local governments, educational institutions, employment agencies and labor organizations are protected under Federal law from discrimination on the following bases: RACE, COLOR, RELIGION, SEX, NATIONAL ORIGIN Title VII of the Civil Rights Act of 1964, as amended, protects applicants and employees from discrimination in hiring, promotion, discharge, pay, fringe benefits, job training, classification, referral, and other aspects of employment, on the basis of race, color, religion, sex (including pregnancy), or national origin. Religious discrimination riminatiion includes failing to reasonably accommodate an employee's religious practices where the accommodation does not impose undue hardship. DISABILITY Tide I and Tide V of the Americans with Disabilities Act of 1990, as amended, protect qualified individuals from discrimination on the basis of disability in hiring, promotion, discharge, pay, fringe benefits, job training, classification, referral, and other aspects of employment Disability discrimination includes not making reasonable accommodation to the known physical or mental limitations of an otherwise qualified individual with a disability who is an applicant or employee, barring undue hardship. AGE The Age Discrimination in Employment Act of 1967, as amended, protects applicants and employees 40 years of age or older from discrimination based on age in hiring, promotion, discharge, pay, fringe benefits, job training, classification, referral, and other aspects of employment SEX (WAGES) In addition to sex discrimination prohibited by -17ide VII of the Civil Rights Act, as amended, the Equal Pay Act of 1963, as amended, prohibits sex discrimination in the payment of wages to women and men performing substantially equal work, in jobs that require equal skill, effort and responsibility, under similar working conditions, in the same establishment GENETICS Title II of the Genetic Information Nondiscrimination Act of 2008 protects applicants and employees from discrimination based on genetic information in hiring, promotion, discharge, pay, fringe benefits, job training, classification, referral, and other aspects of employment GINA also restricts employers acquisition of genetic information and strictly limits disclosure of genetic information. Genetic information includes information about genetic tests of applicants, employees, or their family members; the manifestation of diseases or disorders in family members (family medical history); and requests for or receipt of genetic services by applicants, employees, or their family members. RETALIATION All of these Federal laws prohibit covered entities from retaliating against a person who files a charge of discrimination, participates in a discrimination proceeding, or otherwise opposes an unlawful employment practice. WHAT TO DO IF YOU BELIEVE DISCRIMINATION HAS OCCURRED There are strict time limits for filing charges of employment discrimination. To Preserve the ability of EEOC to act on your behalf and to protect your right to file a private lawsuit, should you ultimately need to, you should contact EEOC promptly when discrimination is suspected: The U.S. Equal Employment Opportunity Commission (EEOC), 1-8046694000 (toll-free) or 1-8046696820 (toll-free TI'Y number for individuals with hearing impairments). EEOC field office information is available at www.eeoc.gov or in most telephone directories in the U.S. Government or Federal Government section_ Additional information about EEOC, including information about charge filing, is available at wwweeocgov A a 2 0 �o Wa �r J to r,1= N ]- V t -- LL. Lj Q c=, RACE, COLLIR, RELIGION, SEX, NATIONAL ORIGIN Executive Order 11246, as amended, prohibits job discrimination on the basis of race, color, religion, sex or national origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment Employers Holding Federal Contracts or Subcontracts Applicants to and employees of companies with a Federal government contract or subcontract are protected under Federal law from discrimination on the following bases: INDIVIDUALS WITH DISABILITIES Section 503 of the Rehabilitation Act of 1973, as amended, protects qualified individuals from discrimination on the basis of disability in hiring, promotion, discharge, pay, fringe benefits, job training, classification, referral, and other aspects of employment Disability, discrimination includes not making reasonable accommodation to the known physical or mental limitations of an otherwise qualified individual with a disabditywho is an applicant or employee, barring undue hardship. Section 503 also requires that Federal contractors take affirmative action to employ and advance in employment qualified individuals with disabilities at all levels of employment, including the executive level. DISABLED, RECENTLY SEPARATED, OTHER PROTECTED, AND ARMED FORCES SERVICE MEDAL VETERANS The Vietnam Era Veterans' Readjustment Assistance Act of 1974, as amended, 38 U.S.C. 4212, prohibits job discrimination and requires affirmative action to employ and advance in employment disabled veterans, recently separated veterans (within three years of discharge or release from active duty), other protected veterans (veterans who served during a war or in a campaign or expedition for which a campaign badge has been authorized), and Armed Forces service medal veterans (veterans who, while on active duty, participated in a U.S. military operation for which an Armed Forces service medal was awarded). RETALIATION Retaliation is prohibited against a person who files a complaint of discrimination, participates in an OFCCP proceeding, or otherwise opposes discrimination under these Federal laws. Any person who believes a contractor has violated its nondiscrimination or affirmative action obligations under the authorities above should contact immediately. The Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, 200 Constitution Avenue, N.W., Washington, D.C. 20210,1.800-397-6251 (toll-free) or (202) 6931337 (TTY). OFCCP may also be contacted by email at OFCCP-Public@doLgov, or by calling an OFCCP regional or district office, listed in most telephone directories under U.S. Government, Department of Labor. Programs or Activities Receiving Federal Financial Assistance RACE, COLOR, NATIONAL ORIGIN, SEX In addition to the protections of Title VII of the Civil Rights Act of 1964, as amended, Title VI of the Civil Rights Act of 1964, as amended, prohibits discrimination on the basis of race, color or national origin in programs or activities receiving Federal financial assistance. Employment discrimination is covered by Title VI if the primary objective of the financial assistance is provision of employment, or where employment discrimination causes or may muse discrimination in providing services under such programs. Title IX of the Education Amendments of 1972 prohibits employment discrimination on the basis of sex in educational programs or activities which receive Federal financial assistance_ INDIVIDUALS WITH DISABILITIES Section 504 of the Rehabilitation Act of 1973, as amended, prohibits employment discrimination on the basis of disability in any program or activity which receives Federal financial assistance. Discrimination is prohibited in all aspects of employment against persons with disabilities who, with or without reasonable accommodation, can perform the essential functions of the job. If you believe you have been discriminated against in a program of any institution which receives Federal financial assistance, you should immediately contact the Federal agency providing such assistance. EEOC 9102 and OFCCP 8108 Versions Useable With 12109 Supplement EEOCP/E-I (Revised 11109) Prepared by: Jonathan Durst —Asst, Water Super., Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5169 Resolution No. 19-249 Resolution accepting the work for the 2018 Roof Improvements — Water Treatment Plant & Water Distribution Facility Project Whereas, the Water Division has recommended that the work for construction of the 2018 Roof Improvements — Water Treatment Plant & Water Distribution Facility Project, as included in a contract between the City of Iowa City and Advanced Builders Corporation of Cedar Rapids, IA, dated March 6, 2018, be accepted; and Whereas, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Water Distribution Building Repairs account #W3309 and Water Plant Roof Replacement account #W3310; and Whereas, the final contract price is $472,480.00. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 1st day of October , 2019 M or Attest: �� a�� L City Clerk If Approved by City Attorney's Office It was moved by salih and seconded by Cole the Resolution be adopted, and upon roll call there were: Ayes: i� Nays: Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton