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HomeMy WebLinkAbout8/15/14 2014restroomprijectmanual PROJECT MANUAL FOR WEST HIGH RESTROOMS REMODEL IOWA CITY COMMUNITY SCHOOL DISTRICT OWNER:Iowa CityCommunity School District Educational Services Center 1725 North Dodge Street Iowa City, Iowa 52245 ARCHITECT/ENGINEER:Shive-Hattery, Inc. 2834 Northgate Drive Iowa City, Iowa 52245 BIDS DUE:May 29, 2014 2:30p.m. Central Time Iowa City Community School District Educational Services Center 1725 North Dodge Street Iowa City, Iowa 52245 PREBID MEETING:May20,2014 10:00a.m. Central Time West High School 2901 Melrose Avenue Iowa City, Iowa 52246 ISSUED FOR BID:May 14, 2014 END OF DOCUMENT 000001 West High Restrooms Remodel 114156-0 Cover 000001-1 DOCUMENT 00 0005 CERTIFICATIONPAGE I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signature:Date: Name:Nate J. Jenkins, P.E. Iowa License Number:20041 My license renewal date is December 31, 2015 Pages, Sheets, or Divisions covered by this seal:All END OF DOCUMENT 00 0005 West High Restrooms Remodel 114156-0 Certification Page 00 0005-1 DOCUMENT 00 0010 TABLE OF CONTENTS 00 0001PROJECT MANUAL COVER SHEET 00 0005CERTIFICATIONS PAGE 00 0010TABLE OF CONTENTS 00 0015LIST OF DRAWINGS 00 0110 NOTICE OF PUBLIC HEARING 00 0130ADVERTISEMENT FOR BIDS 00 0200INSTRUCTIONS TO BIDDERS 00 0200.01INSTRUCTIONS TO BIDDERS -MATERIAL PRODUCT OR EQUIPMENT SUBSTITUTION REQUEST 00 0210SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 0410BID FORM 00 0422TARGETED SMALL BUSINESS CONTRACT FORM 00 0423TARGETED SMALL BUSINESS PARTICIPATION FORM 00 0430BID BOND 00 0500AGREEMENT 00 0611PERFORMANCE BOND 00 0612PAYMENT BOND 00 0700GENERAL CONDITIONS 00 0800SUPPLEMENTARY CONDITIONS 00 0801ACKNOWLEDGEMENT AND CERTIFICATION TECHNICAL SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS 01 1100SUMMARY OF WORK 01 1100.10SHUT DOWN/TIE IN PROCEDURES FOR OUTSIDE CONTRACTORS 01 1520CONSTRUCTION FACILITIES 01 2900PAYMENT PROCEDURES 013100PROJECT MANAGEMENT AND COORDINATION 01 3300SUBMITTAL PROCEDURES 01 3510REMODELING PROJECT PROCEDURES 01 5813PROJECT IDENTIFICATION 01 6100PRODUCT REQUIREMENTS 01 7329CUTTING AND PATCHING 01 7500STARTING AND ADJUSTING 017700CONTRACT CLOSEOUT 01 7800CLOSEOUT SUBMITTALS 01 7839PROJECT RECORD DOCUMENTS DIVISION 22 -PLUMBING 22 0500COMMON WORK RESULTS PLUMBING 22 0523VALVES 22 0529HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 22 0553IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 0700PLUMBING INSULATION 22 1116DOMESTIC WATER PIPING 22 1119DOMESTIC WATER PIPING SPECIALTIES 22 1316SANITARY WASTE AND VENT PIPING West High Restrooms Remodel 114156-0 Table of Contents 00 0010-1 DOCUMENT 00 0010 TABLE OF CONTENTS DIVISION 22 -PLUMBING 22 1319SANITARY WASTE PIPING SPECIALTIES 22 4000PLUMBING FIXTURES DIVISION 23 -HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 0500COMMON WORK RESULTS FOR HVAC 233416FANS END OF DOCUMENT 00 0010 West High Restrooms Remodel 114156-0 Table of Contents 00 0010-2 SECTION 00 0015 LIST OF DRAWINGS G0.01COVER SHEET A1.01DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN AND DETAILS A2.01DOOR SCHEDULE, HARDWARE SCHEDULE AND SPECIFICATIONS M1.01MECHANICAL AND PLUMBING DEMOLITION PLAN, FLOOR PLAN AND DETAILS E1.01DEMOLITION PLAN, POWERAND SYSTEMS PLAN, LIGHTING PLAN AND SCHEDULES END OF SECTION 00 0015 West High Restrooms Remodel 114156-0 List of Drawings 00 0015-1 Division 00 Bidding Documents, Contract Forms, and Conditions of the Contract 00 Division SECTION 00 0110 NOTICE OF PUBLIC HEARING West High Restrooms Remodel Iowa CityCommunity School District, In the County of Johnson, State of Iowa To Whom It May Concern: You are hereby notified that at 6:00p.m. Local Time onMay 27, 2014in theBoard Roomat Iowa City Community School District, Educational Services Center, 1725 North Dodge Street, Iowa City, Iowa there will be a public hearing on the proposed plans, specificationsand form of the West High SchoolRestrooms Remodelproject.Any persons interested may appear and file objections to the proposed plans, specifications, form of contract, or cost of such improvement. Published by order of the Board of Directors of the Iowa CityCommunity School District. By: ____________________________ (Name) Title:Secretary to the Board of Education West High Restrooms Remodel 114156-0 Notice of Public Hearing 00 0110-1 SECTION 00 0130 ADVERTISEMENT FORBID BIDS DUE:May 29, 2014 2:30 p.m. Central Time Iowa City Community School District Educational Service Center 1725 North Dodge Street Iowa City, IA 52245 PROJECT:West High School Restrooms Remodel OWNER:Iowa CityCommunity School District Educational Services Center 1725 North Dodge Street Iowa City, Iowa 52245 ARCHITECT/ENGINEER:Shive-Hattery, Inc. 2834 Northgate Drive Iowa City, Iowa 52245 Phone 319-354-3040 PREBID MEETING:May 20, 2014 10:00 a.m. Central Time West High School 2901 Melrose Avenue Iowa City, Iowa 52246 Sealed bids will be received by the Owner at the Iowa CityCommunity School District, Educational Services Center at 1725 North dodge Street, IowaCity, Iowa until 2:30 p.m.Central Time, onMay 29,2014. Sealed bids will be opened and publicly read at the Iowa CityCommunity School District, Educational Service Center, Iowa City, Iowa at 2:30p.m., Central Time, on May 29,2014,or at such later time and place as may then be fixed. Bids will be consideredby the Owner at a public meeting to be held at Iowa CityCommunity School District, Educational Services Center, 1725 North DodgeStreet, Iowa City, Iowa at 6:00 p.m., Central Time, onJune 10, 2014, or at such later time and place as may then be fixed. The general nature of the work is as follows:The project scope includes renovation of existingmen’s and women’s restrooms. The onsite work is scheduled to start on or around June 16, 2014and shall besubstantially completed byAugust 8, 2014. Bidding documentsmay be examined at the Architect/Engineer's office and at: Iowa CityCommunity School District, Educational Services Center, 1725 North Dodge Street, Iowa City, IA 52245 McGraw-Hill Construction Dodge,4300 Beltway Pl. Ste.180, Arlington, TX 76018 Reed Construction Data, 30 Technology Pkwy., Ste.500, Norcross, GA 30092 Master Builders of Iowa, 221 Park Street, Des Moines, IA 50309 Fort Dodge Growth Alliance, 24 N. 9th St., Fort Dodge, IA 50501 West High Restrooms Remodel 114156-0 Advertisement for Bid00 0130-1 SECTION 00 0130 ADVERTISEMENT FORBID Copies of the Bidding documents may be obtained on or after May 14, 2014by Bidders and Subbidders at DB Reprographics, 810 Maiden Lane, Suite 1, Iowa City, Iowa 52240, (319) 359-1069 in accordance with the Instructions to Bidders. It is requested that bidders return the documents in good condition within ten days after receipt of bids. Each Bidder shall accompany the Bid with a Bid security, in a separate envelope, as security that the successful bidder will enter into a contract for the work bid upon and will furnish after the award of the contract corporate surety bond or bonds, acceptable to the Owner, for the faithful performance of the contract, in an amount equivalent to one hundred percent ofthe amount of the contract. The bidder's security shall bein an amount equivalent to five percent (5%) percent of the bid amount, and shall be in the form of a cashier's or certified check drawn on a bank in Iowa or a bank chartered under the laws of the United States of America, or a certified bank share draft drawn on a credit union in Iowa or chartered under the laws of the United States of America or a bid bond with corporate surety satisfactory to the Owner.The bid security will be held by the Owner until a contract is fully executed and bonds are approved by the Owner. Contractors using "materials, supplies, and equipment"on projects in designated "exempt entities"may purchase these items without liability for the sales tax. The contractor must have a purchasing agent authorization letter and an exemption certificate from the public entityto present to the retailer, which specifies the construction project and will be available for that project only. Iowa CityCommunity School District will issue an authorization letter and an exemption certificate to the contractor and/or subcontractors for the purchase or use of building materials, supplies, and equipment to be used on this project only. DO NOT INCLUDE SALES TAX ONYOUR BID FORM. No bid may be withdrawn for a period of 30 calendar days after the date of the scheduled closing time for the receipt of bids. The District seeks to provide opportunities for Targeted Small Businesses in the awarding of contracts and is authorized to award contracts to Targeted Small Businesses per the Iowa Acts of the 73rd General Assembly, 1989 Regular Session, Senate File 2274. For further information about the Targeted Small Business policies, contact the manager of Buildings and Grounds. This project has a target for Targeted Small Business participation of ten percent (10%). Bidders shall be prepared to submit a performance and payment bond conditioned on the faithful performance of the contract. Out-of-state bidders shall be prepared to submit an Out-of-State Contractor Bond to the Iowa Division of Labor in accordance with Chapter 91C of the Code of Iowa. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowalabor to the extent lawfully required under Iowa law. Iowa law provides that on public improvements a resident bidder shall be allowed preference as against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. The preference so allowed shall be equivalent to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. It is the intent of the Owner to award a contract to the lowest responsible, responsivebidder provided the bid has been submitted in accordance with the bidding requirements. The Owner reserves the right to waive informalities or irregularities. The Owner reserves the right to reject any or all bids. Published by order of the Board of Directors of the Iowa CityCommunity School District. By: Duane Van Hemert,Title: Director of Physical Plant West High Restrooms Remodel 114156-0 Advertisement for Bid00 0130-2 DOCUMENT 00 0200 INSTRUCTIONS TO BIDDERS 1.1INSTRUCTIONS TO BIDDERS A. AIA Document A701 Instructions to Bidders (1997Edition), is the Instructions to Bidders and is hereby made a part of these Documents to the same extent as if bound herein. This form can be purchased from the American Institute of Architects State Office as follows: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 Phone: 515-244-7502 Fax: 515-244-5347 www.aiaiowa.org 1.2SUPPLEMENTARY INSTRUCTIONS TO BIDDERS A. Refer to Document 00 0210.AIA for additions and amendments to these Instructions to Bidders. END OF DOCUMENT 00 0200 West High Restrooms Remodel 114156-0 Instructions to Bidders 00 0200-1 DOCUMENT 00 0200.01 INSTRUCTIONS TO BIDDERS MATERIAL, PRODUCT OR EQUIPMENT SUBSTITUTION REQUEST PROJECT:West High Restrooms Remodel A/E:Shive-Hattery, Inc. 2834 Northgate Drive Iowa City, Iowa 52245 CONTRACTOR:OWNER:Iowa City Community School District 1725 North Dodge Street Iowa City, Iowa52245 BY: DATE: SPECIFIED MATERIAL, PRODUCT OR EQUIPMENT: Related Specification Sections: Related Drawing Numbers PROPOSED SUBSTITUTION: REASON FOR PROPOSED SUBSTITUTION: ATTACHED DATA: Attach additional pages, if necessary. Item No.Description For Use by the Architect/Engineer: SUBSTITUTION:ApprovedNot Approved Approved as NotedNot Approved –Received too Late By:Date: END OF SECTION 00 0200.01 West High Restrooms Remodel 114156-0 Instructions to Bidders-Material, Product or Equipment Substitution Request 00 0200.01-1 DOCUMENT 00 0210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following Supplements modify, change, delete from or add to the "Instructions to Bidders", American Institute of Architects (AIA) Document A701 -1997. Where any Article, Paragraph, Subparagraph or clause or portion thereof is modified or deleted by these Supplementary Instructions to Bidders, the unaltered portions of that Article, Paragraph, Subparagraph or clause or portion thereof shall remain in effect. ARTICLE 1: DEFINITIONS No Supplements ARTICLE 2: BIDDER'S REPRESENTATIONS Add the following Paragraph 2.2 and Subparagraphs 2.2.1 thru 2.2.3: 2.2Preference 2.2.1The State of Iowa, its agencies, and its political subdivisions, including cities, school districts and public utilities are required by Iowa Code Section 73A.21 to require a reciprocalresident . bidder and resident labor force preference 2.2.2A"Resident Bidder"means a person or entity authorized to transact business in the State of Iowa 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 first 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. 2.2.3A resident bidder shall be allowed a preference as against a nonresident bidder from a state or foreign country other than Iowa if that state our foreign country gives or requires any preference to bidders from that state of foreign country, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state of foreign county. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. ARTICLE 3: BIDDING DOCUMENTS Delete Subparagraph 3.1.1 and substitute the following Subparagraph 3.1.1: 3.1.1Bidders may obtain complete sets of the bidding documents fromDP Reprographic, 810 Maiden Lane, Suite 1, Iowa City, Iowa 52240 319-359-1069,in accordance with the Advertisement for Bids. There is no deposit. It is requested that bidders return the documents to Technigraphics in good condition within ten days after receipt of bids. Add subparagraph 3.3.5 as follows: 3.3.5Substitution requests must be submitted by prospective bidders on Document 00 0200.01. Substitution requests from manufacturers, distributors, or other entities will be rejected without review. West High Restrooms Remodel 114156-0 Supplementary Instructions to Bidders 00 0210-1 DOCUMENT 00 0210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS Delete Subparagraph 3.4.3 and replace with the following: 3.4.3Addenda will be issued in order to be received by all planholders of record not less than 48 hours prior to the date and time that bids are due, except an addendum withdrawing the Request for Bids or one which includes postponement of the date for receipt of bids. ARTICLE 4: BIDDING PROCEDURES 4.1Preparation of Bids Delete subparagraph 4.1.5 and substitute the following subparagraph 4.1.5: 4.1.5Bidders are required to bid all bids. Add the following Subparagraph 4.1.8 4.1.8Items shall be purchased free of any sales tax, as provided for in Section 7 of House File 2672 amends Section 422.42, subsections 15 and 16, Code Supplement 2001 and Section 10 amends Section 422.47, Code Supplement 2001, by adding new subsection 5. 4.1.9The Contractor shall take note and comply with all governing laws, rules, and regulations affecting the Work. This may include such laws, rules, and regulations as: 1.Licensing of Contractors for special requirements, e.g. hazardous waste removal. 2.Requirements for special construction permits. 3.Exemption from sales tax, if applicable. 4.Wage rates and employment requirements when required by law or by Owner. 5.Local labor requirements. 6.Non-discriminatory hiring practices. 7.Targeted small business participation. 8.WBE/MBE. 4.2Bid Security Subparagraph 4.2.1 Delete Subparagraph 4.2.1 and substitute the following Subparagraph: 4.2.1Each Bidder shall accompany the bid with a bid security, in a separate envelope, as security that the successful Bidder will enter into a Contract for the work bid upon and will furnish after the award of the Contract, a corporate surety bond or bonds, acceptable to the Owner, for the faithful performance of the Contract, in an amount equivalent to 100% of the amount of the Contract. The Bidder's security shall be 5% of the Bid amount, and shall be in the form of a cashier's or certified check drawn on a bank in Iowa or a bank chartered under the laws of the United States, or a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States or abid bond from a corporate surety satisfactory to the Owner. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. West High Restrooms Remodel 114156-0 Supplementary Instructions to Bidders 00 0210-2 DOCUMENT 00 0210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Paragraph 6.2. Bid security of the successful bidder will be held by the Owner until an Agreement is fully executed and bonds are received and acceptable to the Owner. 4.3Submission of Bids Delete Subparagraph 4.3.1 and substitute the following Subparagraph 4.3.1: All copies of the Bid and other documents, not including the bid security, required to be submitted with the Bid, shall be enclosed in a sealed opaque envelope, the bid security, if any, shall be submitted in a separate sealed opaque envelope. Each envelope shall bear the return address of the bidder and shall be addressed as follows: TO:Iowa CityCommunity School District Educational Service Center ADDRESS:1725 North Dodge Street Iowa City, Iowa 52245 BID FOR:West High Restrooms Remodel Or as applicable: West High Restrooms Remodel BID SECURITY FOR: Iowa CityCommunity School District Each bidder who is not a Targeted Small Business (TSB) and who will be using a TSB subcontractor or supplier shall submit with the bid on the Targeted Small Business Participation Form provided herein, the name(s) of Iowa Targeted Small Business(es) to which a subcontract will be awarded, a description of the work to be performed, and the dollar amount assigned to the work to be performed. If a prime contractor fails to meet the Targeted Small Business participation goal indicated, the prime contractor shall provide a list of Targeted Small Business(es) contacted on the Targeted Small Business Contact Form provided herein. If the Bid, the bid security, if any, and other documents required to be submitted with the Bid are sent by mail, the sealed envelopes shallbe enclosed in a separate mail envelope with the notation "SEALED BID ENCLOSED" on the face thereof. 4.5Pre-Bid Conference 4.5.1The Advertisement for Bids includes notification of a pre-bid conference for the purpose of answering questions and providinginformation to prospective Bidders. The pre-bid conference will be held at West High School, 2901 Melrose Avenue, Iowa City, Iowa on May 20, 2014 at10:00a.m. Central Time. ARTICLE 5: CONSIDERATION OF BIDS 5.3Acceptance of Bid (Award) Delete subparagraph 5.3.1 and substitute the following subparagraph: West High Restrooms Remodel 114156-0 Supplementary Instructions to Bidders 00 0210-3 DOCUMENT 00 0210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 5.3.1It is the intent of the Owner to award a contract or multiple contracts to the lowest responsible, responsive Bidder(s) provided the Bid(s) has/have been submitted in accordance with the requirements of the Bidding Documents and does/do not exceed the funds available. The Owner shall have the right to waive informalities and irregularities in a Bid or Bids received and to accept the Bid(s) which, in the Owner's judgment, is/are in the Owner's best interests. Delete subparagraph 5.3.2 and substitute the following subparagraph: 5.3.2The Owner shall have the right to accept any or all Base Bids and corresponding Alternate Bids, and to determine the lowest responsible, responsive Bidder on the basis of the sum of the Base Bid and corresponding Alternate Bid. The Owner shall have the right to accept any or all Alternate Bids. ARTICLE 6: POST-BID INFORMATION Add Subparagraph 6.1.1 as follows: 6.1.1Out-of-state-bidders shall furnish documentationprior to execution of the Agreement that confirms the Bidder is in compliance with Chapter 91C Construction Contractors and Chapter 490 Business Corporation Division XV Foreign Corporations of the Code of Iowa. ARTICLE 7: PERFORMANCE BOND AND PAYMENT BOND No Supplements ARTICLE 8: FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 8.1Execution of Agreement Add the following Paragraph 8.1 Execution of Agreement: 8.1The selected Bidder shall, within ten (10) calendar days after receipt of Notice of Award, sign and deliver the required number of executed counterparts of the Agreement along with any required attached documents. Within ten (10) calendar days after receipt of executed documents from the selected Bidder, the Owner shall deliver one fully executedcounterpart to the Contractor. END OF DOCUMENT 00 0210 West High Restrooms Remodel 114156-0 Supplementary Instructions to Bidders 00 0210-4 DOCUMENT 00 0410 BID FORM PROJECT:West High Restrooms Remodel BID TO:Iowa City Community School District Educational Service Center 1725 North Dodge Street Iowa City, Iowa 52245 BID FROM: (Legal Name) NOTE: Submit one copy of this Bid Form. All blanks shall be completed. Only bids on this form will be accepted. Submit Bid Security, if required, in separate envelope. Bidder shall carefully review the Instructions to Bidders and Supplementary Instructions to Bidders prior to completing this form. 1.The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the schedule indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. Bidder accepts all of the terms and conditions of the Advertisement for Bids and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for thirty (30) days after the day of Bid opening. 2.The undersigned Bidder submits, herewith, bid security in accordance with the terms set forth in the Advertisement for Bids and Supplementary Instructions to Bidders. 3.The Bidder has examined and carefully studied the Bidding Documents and the following Addenda, receiptof all which is hereby acknowledged: DateNumber 4.BIDDER has visited thesite and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work. 5.BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. 6.BIDDER will complete the Work in accordance with the Contract Documents for the following price(s): BASE BID: DOLLARS($) (words) Amount shall be indicated in both words and figures. In case of discrepancy, the amount indicated in words will govern. 7.BIDDER agrees that the Work will be completed in accordance with the project schedule in the Advertisement for Bids.. West High Restrooms Remodel 114156-0 Bid Form 00 0410-1 DOCUMENT 00 0410 BID FORM 8.Bidder certifies that this proposal is made in good faith, without collusion or in connection with any other person, organization or corporation bidding on the work. The undersigned bidder certifies that this proposal is made in conformance with the Contract Documents and agrees that, in the event of any discrepancies or differences between and conditions of the bidder's proposal and the Contract Documents prepared by Architect/Engineer the provisions of the latter shall prevail. 9.Bidder certifies this proposal is made ingood faith, without collusion or in connection with any other person, organization, or corporation bidding on the work. 10.The following documents are attached or submitted separately and made a condition of this Bid: a.Required Bid Security in the amount of_______________ and in the form of __________________ (SUBMITTED IN A SEPARATE ENVELOPE) b.Targeted Small Business Contact and Participation forms. It is hereby agreed that when submitting this bid to the Iowa City Community School District the Contractor warrants that it has taken documented steps to encourage the participation in TSBs for the purpose of subcontracting and supplying of materials. The proper forms must be attached to this bid. 11.This Bid is submitted on ___________2014 12.State Contractor License No._______________________ 13.The bidder shall not make any revisions to the bid form and shall not devise any alternates other than those provided. Any such notes, revisions, or comments shall be grounds for rejection of the bid as not being responsive. 14.Complete the applicable item(s) listed below. If this Bid is submitted by an agent of BIDDER, attach a current Power-of-Attorney certifying the agent's authority to bind the BIDDER. If BIDDER is: A Resident Bidder By: Bidder: OR ANonresident Bidder From: (state or country) State whether any preference (as described in Article 2 in Section 00 0210 Supplementary Instructions to Bidders) is in effect in the nonresident bidder’s state or country at the time of this bid and identify the source of the regulation: By: Bidder: West High Restrooms Remodel 114156-0 Bid Form 00 0410-2 DOCUMENT 00 0410 BID FORM An Individual By: (signature of individual)(typed or printed name) doing business as: Business Address: Phone No. A Partnership By: (Firm Name) (signature of general partner)(typed or printed name) Business Address: Phone No. A Corporation By: (Corporation Name) (State of Incorporation) By: (signature of person authorized to sign) (typed or printed name and title) Attest: (Secretary) Business Address: Phone No. END OF DOCUMENT 00 0410 West High Restrooms Remodel 114156-0 Bid Form 00 0410-3 DOCUMENT 00 0422 TARGETED SMALL BUSINESS CONTACT FORM LIST TSB SUBCONTRACTORS OR SUPPLIERS CONTACTED THAT DECLINED PARTICIPATION ENCLOSE WITH THE BIDDING DOCUMENTS PROJECT: West High Restrooms Remodel Iowa City Community School District CONTRACT: Same Bidder's Company NameArea Code/Telephone AddressCityStateZip Code Bidder didcontact the following certified Iowa Targeted Small Business(es): 1. TSB Company NameAddress Contact Name Date ContactedTelephone Number Reason for Declining Participation 2. TSB Company NameAddress Contact NameDate ContactedTelephone Number Reason for Declining Participation 3. TSB Company NameAddress Contact NameDate ContactedTelephone Number Reason for Declining Participation (Use second sheet if more than three firms contacted.) If Bidder didnotcontact any certified Targeted Small Business, state reason(s) why: Date______________________________ Signature of Bidder (The same person that signs the Bid Form) ______________________________________ END OF DOCUMENT 00 0422 West High Restrooms Remodel 114156-0 Targeted Small Business Contact Form 00 0422-1 DOCUMENT 00 0423 TARGETED SMALL BUSINESS PARTICIPATION FORM LIST TSB SUBCONTRACTORS OR SUPPLIERS ENCLOSE WITH THE BIDDING DOCUMENTS PROJECT: West High Restrooms Remodel Iowa City Community School District CONTRACT: Same Bidder's Company NameArea Code/Telephone AddressCityStateZip Code Bidder is / is not a certified Iowa Targeted Small Business. If bidder is awarded a contract for the above-listed project, the bidder proposes for Owner approval the award of a subcontract to the following certified Iowa Targeted Small Business(es): 1. TSB Company NameAddress Description of WorkDollar Amount 2. TSB Company NameAddress Description of WorkDollar Amount 3. TSB Company NameAddress Description of WorkDollar Amount 4. TSB Company NameAddress Description of WorkDollar Amount (Use second sheet if more than four firms will be proposed.) Date ________________________ Signature of Bidder (The same person that signs the Bid Form)______________________________________ West High Restrooms Remodel 114156-0 Targeted Small Business Participation Form 00 0423-1 DOCUMENT 00 0423 TARGETED SMALL BUSINESS PARTICIPATION FORM TARGETED SMALL BUSINESSES AS CERTIFIED BY THE DEPARTMENT OF ECONOMIC DEVELOPMENT A complete listing of all Targeted Small Businesses can be found at: http://www.iowai.net/iowa/dia/tsb/menu The listing is the most current source of Targeted Small Businesses provided by the Iowa Department of Economic Development, Des Moines, IA. END OF DOCUMENT 00 0423 West High Restrooms Remodel 114156-0 Targeted Small Business Participation Form 00 0423-2 DOCUMENT 00 0430 BID BOND I.BID BOND A.Where it is provided in the Instructions to Bidders that the Bidder may submit a bid bond as the bid security, the Bidder mayuse AIA Document A310 -1970 "Bid Bond." AIA Document A310 -1970 is hereby made a part of these Documents to the same extent as if bound herein. This form can be purchased from the American Institute of Architects state office as follows: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 Phone: 515-244-7502 Fax: 515-244-5347 www.aiaiowa.org END OF DOCUMENT 00 0430 West High Restrooms Remodel 114156-0 Bid Bond 00 0430-1 DOCUMENT 00 0500 AGREEMENT I.AGREEMENT A.AIA Document A101 "Standard Form of Agreement Between Owner and Contractor" (2007 Edition), where the basis of payment is a stipulated Sum, forms the basis of the contract between the Owner and Contractor and is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full force and effect. This form can be purchased from the American Institute of Architects state office as follows: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 Phone: 515-244-7502 Fax: 515-244-5347 www.aiaiowa.org END OF DOCUMENT 00 0500 West High Restrooms Remodel 114156-0 Agreement 00 0500-1 DOCUMENT 00 0611 PERFORMANCE BOND I.PERFORMANCE BOND A.AIA Document A312 "Performance Bond" is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full force and effect. This form can be purchased fromthe American Institute of Architects state office at: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 Phone: 515-244-7502 Fax: 515-244-5347 www.aiaiowa.org END OF DOCUMENT 00 0611 West High Restrooms Remodel 114156-0 Performance Bond 00 0611-1 DOCUMENT 00 0612 PAYMENT BOND I.PAYMENT BOND A.AIA Document A312 "Payment Bond" is hereby made a part of these Documents to the same extent as if bound herein. All provisions which are not amended or supplemented remain in full and extent. This form can be purchased from the American Institute of Architects state office as follows: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 phone: 515-244-7502 fax: 515-244-5347 www.aiaiowa.org END OF DOCUMENT 00 0612 West High Restrooms Remodel 114156-0 Payment Bond 00 0612-1 DOCUMENT 00 0700 GENERAL CONDITIONS I.GENERAL CONDITIONS A.AIA Document A201 -2007 "General Conditions of the Contract for Construction" is the General Conditions between the Owner and Contractor and is hereby made a part of these Documents to the same extent as if bound herein. The document can be purchased from the American Institute of Architects state office as follows: AIA Iowa 400 Locust Street, Suite 100 Des Moines, IA 50309 Phone: 515-244-7502 Fax: 515-244-5347 www.aiaiowa.org II.SUPPLEMENTARY CONDITIONS A.Refer to Document 00 0800, Supplementary Conditions, for amendments to these General Conditions. END OF DOCUMENT 00 0700 West High Restrooms Remodel 114156-0 General Conditions 00 0700-1 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 The following Supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction," American Institute of Architects (AIA) Document A201 –2007. Where any Article, Section, Section or clause or portion thereof of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of that Article, Section, Section or clause or portion thereof shall remain in effect. ARTICLE 1: GENERAL PROVISIONS No Supplements ARTICLE 2: OWNER 2.1GENERAL Add the following Clause 2.1.1.1 to Section 2.1.1: 2.1.1.1The Owner is: Name:Iowa City Community School District Legal Status:A public school district Address:1725 North Dodge Street Iowa City, Iowa 52245 Telephone No.319-688-1020 Add the following Clause 2.1.1.2 to Section 2.1.1: 2.1.1.2The Owner's Authorized Contract Representative is: Name:Duane Van Hemert, Direct of Physical Plant Legal Status:IowaCityCommunity School District Address:1137 South Riverside Drive Iowa City, Iowa 52246 Telephone No.319-688-1020 Fax No.319-688-1029 2.2INFORMATION AND SERVICES REQUIRED OF THE OWNER Delete Section 2.2.3 and substitute the following Section 2.2.3: 2.2.3The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project and a legal description of the site. The furnishing of this information does not make the Owner responsible for the accuracy of the information and it shall be the responsibility of the Contractor to satisfy himself relative to the accuracy and completeness of such . informationThe Contractor shall exercise proper precautions relatingto the safe performance of the work. Delete Section 2.2.5 and substitute the following Section 2.2.5: West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-1 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 2.2.5The Owner will furnish the Contractor five(5)copies of the Contract Documents for use in execution of the Work. The Contractor may purchase additional copies at the cost of reproduction, postage, and handling. ARTICLE 3: CONTRACTOR 3.3SUPERVISION AND CONSTRUCTION PROCEDURES Add the following Sections 3.3.4, 3.3.5: and 3.3.6 3.3.4Work is scheduled to start on June 16, 2014and shall be substantially competed by August 8, 2014. 3.3.5The Owner reserves the right to retain ownership to any materials or equipment that is part of the existing facility.If material or equipment is to be removed from the site, the Contractor shall detach such items and before removing from site, obtain permission from the Owner, or his designee, to do so. All items not retained by Owner shall be removed in a proper manner by the Contractor. 3.3.6 The Contractor shall submit to the Owner before construction begins one copy of Material Safety Data Sheets of hazardous substances to be stored on the Owner's premises or incorporated in the performance of this contract. The Contractor shall also keep Material Safety Data Sheets posted at the work site for all substances while these substances are on the Owner's premises. Hazardous substances shall be any substance which is covered by Law (Right to Know Rules). 3.6TAXES Delete the language in Section 3.6 and substitute the following Sections: 3.6.1This Project is exempt from State and local sales and use taxes on sales of building materials and fixtures to construction contractors for incorporation into real estatefor governmental bodies of the State of Iowa. The Contractor shall continue to pay sales tax on items that do not become a part of the Project. For details, refer to http://www.state.ia.us/tax/business/Contr-ExEnt-Index.html. 3.6.2The Owner as a designated exempt entity will complete an online application to register this Project with the Iowa Department of Revenue and Finance. The Owner will distribute Tax Exemption Certificates and Authorization Letters to the Contractor and all Subcontractors who have been identified at, or before filing of the Performance Bond. 3.6.3On or before the time the Performance Bond is filed, the Contractor shall provide a listing to the Owner identifying all Subcontractors. Contractor and Subcontractors shall make copies of the Tax Exemption Certificate and provide a copy to each supplier providing construction material. This Certificate will allow the Contractor and Subcontractors to purchase qualified building materials free from sales tax for the Project. The Tax Exemption Certificate and Authorization Letter have been developed exclusively for this purpose and are applicable only for this specific Project. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-2 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 3.6.4If the online registration is not available at the time The Contract is approved by the Owner, the Owner will notify the Contractor, in writing, and the cost of sales tax on all construction materials used for the Project will be added to the Contract Sum. The Contractor shall then submit Form 35-002 to the Owner for Iowa sales/use tax paid. 3.6.5Payment will be made in accordance with the payment provisions set out in these specifications and the Advertisement for Bids and Notice of Public Hearing. Notwithstanding anything in these specifications and the Advertisement for Bides and Notice of Public Hearing to the contrary, no Final Payment shall be released until Form 35-002 has been filed with the Owner, where applicable, and all lien waivers are on file. 3.6.6Notwithstanding anything herein to the contrary, Contractor shall file with Owner forms contemplated by the Iowa Code enabling Owner to apply for a refund for any sales or use tax paid in carrying out the work. 3.7PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS Delete Section 3.7.5 and substitute the following Section 3.7.5: 3.7.5If, in the course of the Work, the Contractor knowingly encounters and recognizes human remains, burial markers, archeological sites or wetlands not indicated in the Contract Documents,the Contractor shall immediately suspend any operations that would affect them and shall notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resume the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains and features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence or good faith belief of such existence of such remains or features may be made as provided in Article 15. Add the following Section 3.7.6and associated clauses3.7.6.1thru 3.7.6.3: 3.7.6The State of Iowa, its agencies, and its political subdivisions, including cities, school districts and public utilities are required by Iowa Code Section 73A.21 to require a reciprocal resident bidder and . resident labor force preference 3.7.6.1A"Resident Bidder"means a person or entity authorized to transact business in the State of Iowa 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 first 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. 3.7.6.2A resident bidder shall be allowed a preference as against a nonresident bidder from a state or foreign country other than Iowa if that state our foreign country gives or requires any preference to bidders from that state of foreign country, including but not limited to any preferenceto bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state of foreign county. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-3 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 3.7.6.3If the Contractor is anonresident bidder the Contractor is required to specify in the Agreement between the Owner and Contractor whether any preference (as described in 3.7.6.2) is in effect in the nonresident bidder’s state or country at the time of this bid and identify the source of the regulation. 3.9SUPERINTENDENT 3.9.1The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site at all times during performance of the Work, including work of the Contractor's subcontractors. Any change in superintendent personnel must be approved by the Owner. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. Other communications shall be similarly confirmed on written request in each case. This individual shall be fluent in all languages necessary to communicate with Contractor's employees and subcontractors. Owner shall be furnished with the e-mail address and pager, home and cell phone numbers for the Superintendent. In the first sentence of Subparagraph 3.9.2, replace "as soon as practicable after award of the Contract" with "within ten (10) days of the date of the Agreement between Owner and Contractor". In the first sentence of Subparagraph 3.9.3, add the following language after the word "superintendent": "or other key personnel". 3.10CONTRACTOR'S CONSTRUCTION SCHEDULE Delete the last sentence of Section 3.10.2 so that the Section now reads: 3.10.2The Contractor shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule, and (2) allow the Architect reasonable time to review submittals. 3.12SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Add the following Section 3.12.11: 3.12.11The Architect's review of the Contractor's submittals will be limited to examination of an initial submittal plus two (2) re-submittals. The Owner is entitled to obtain reimbursement from the Contractor for amounts paid the Architect for evaluation of additional re-submittals. 13.13MANDATORY BACKGROUND CHECKS 13.13.1If selected to provide products and/orservices to the District, the vendor shall participate in the District’s background check process for any persons providing products or performing services on District property.The vendor must complete and submit the background check form, provided by the District, for each such individual, at least two weeks prior to that individual providing products or performing services on District property.The cost of each background check, approximately $25, must be paid by the vendor to the District at the timethe vendor submits the background check form.The District will provide to the vendor a badge for each individual approved through the background check West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-4 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 process.The badge will include the name of the individual authorized to provide products or perform services on District property, the name of the vendor, and the school year for which the authorization is valid.This badge, along with a government-issued photo identification, must be shown to District The background check process must be repeated each school year. personnel upon request.No persons who are not approved by the District shall be permitted to provide any products to, or perform any services for, the District on District property.Contracts with vendors who fail to comply with these requirements will be subject to immediate termination at the sole discretion of the District. 13.13.2For purposes of this specification, "VENDOR" shall be defined as a contractor and any representative or employee of a contractor, sub-contractor, sub-sub-contractor or vendor who receives an award of contract to provide products and/or services on District property. 13.13.3Any unapproved persons who desire to conduct a site visit or attend meetings on District property prior to the award of acontract for a project must sign in at the meeting or at the District property and then be accompanied by a District employee or designated representative of the District during the duration of the site visit or meeting. 3.18ARTICLE 4: ARCHITECT 4.1GENERAL Delete Section 4.1.1 and substitute the following Section 4.1.1: 4.1.1The "Architect" is defined in this Contract as the Engineer or Architect lawfully licensed by the State to practice architecture or engineering or an entity, licensed by the State to lawfully practice architecture or engineering identified as such in this Contract and as is referred to throughout the Contract documents as if singular in number. The term "Engineer," "Architect/Engineer," "Engineer/Architect," "Architect's authorizedrepresentative," "Engineer's authorized representative," or Architect/Engineer's authorized representative" shall mean "Architect" as defined in this Section. 4.1.1.1The Architect is: Name:Shive-Hattery, Inc. Address:2834 Northgate Drive Iowa City, Iowa 52245 Phone No.:319-354-3040 Fax No.:319-354-6921 Project Contact Person:Timothy R. Fehr, P.E. Direct Phone No.319-354-3040 Project Contact Email:tfehr@shive-hattery.com 4.2ADMINISTRATION OF THE CONTRACT Add Clause 4.2.2.1 to Section 4.2.2: 4.2.2.1The Owner is entitled to reimbursement from the Contractor for amounts paid the Architect for site visits made necessary by the fault of the Contractor or by defects and deficiencies in the Work. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-5 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 ARTICLE 5: SUBCONTRACTORS 5.2AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK Delete Section 5.2.1 and substitute with the following Section 5.2.1: 5.2.1Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, within seven (7) calendar days after award of the contract and prior to execution of the contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect will reply within 14 calendar days to the Contractor in writing stating (1) whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity, or (2) to state that the Architect requires additional time and/or information to complete the review. Failure of the Owner or Architect to reply within the 14 calendar dayperiod shall constitute notice of no reasonable objections. ARTICLE 6: CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS No Supplements ARTICLE 7: CHANGES IN THE WORK 7.1GENERAL Add the following Section 7.1.4 and associated clauses 7.1.4.1 thru 7.1.4.7: 7.1.4The combined overhead and profit included in the total cost to the Owner of a change in the Work shall be based on the following schedule: 7.1.4.1For the Contractor, for Work performed by the Contractor's own forces, 15 percent of the cost. 7.1.4.2For the Contractor, for Work performed by the Contractor's Subcontractors, 5 percent of the amount due the Subcontractors. 7.1.4.3For each Subcontractor involved, for Work performed by that Subcontractor's own forces, 15 percent of the cost. 7.1.4.4For each Subcontractor involved, for Work performed by the Subcontractor's Sub- subcontractors, 5 percent of the amount due the Sub-subcontractor. 7.1.4.5The maximum allowable combined overhead and profit passed through to the Owner under any circumstances shall be a maximum of 25 percent. 7.1.4.6Cost to which overhead and profit is to be applied shall be determined in accordance with Section 7.3.7. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-6 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 7.1.4.7In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their property can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials, and subcontracts. Labor and materials shall be itemized in the manner prescribed above. Where major cost items are subcontracts, they shall be itemized also. In no case will a change involving over $500.00 be approved without such itemization. 7.2CHANGE ORDERS Add the following Section 7.2.2: 7.2.2The forms used to process a Change Order will include AIA Document G701, Change Order. ARTICLE 8: TIME 8.1DEFINITIONS Delete Section 8.1.4 and substitute the following Section 8.1.4: 8.1.4The term "Day(s)" as used in the Contract Documents shall mean calendar days. ARTICLE 9: PAYMENTS AND COMPLETION 9.3APPLICATION FOR PAYMENT Delete Section 9.3.1 and substitute the following Section 9.3.1: 9.3.1At least thirty (30)calendar days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers. If the Contract Documents required the Owner to retain a portion of the payments until some future time, the Applications for Payment shall clearly state the percentage and the amount to be retained. Add the followingsentence to Section 9.3.1: The form of Application for Payment shall be a notarized current edition of AIA Document G702, Application and Certification for Payment, supported by current edition of AIA Document G703, Continuation Sheet. The initial Application for Payment shall not be submitted until the construction schedule is submitted and approved by the Owner and the rooftop shop drawings are submitted. Add the following Clause 9.3.1.3 to Section 9.3.1: 9.3.1.3Until Substantial Completion, the Owner shall pay ninety-five (95)percentof the amount due the Contractor on account of progress payments. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-7 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 9.5DECISIONS TO WITHHOLD CERTIFICATION Delete Section 9.5.3 in its entirety. 9.8SUBSTANTIAL COMPLETION Delete Subparagraph 9.8.1 and substitute the following subparagraph: 9.8.1Substantial Completion is the stage in the progress of the Work. Defined by Iowa law is being when any of the following occurs: 1)The work on the public improvement or on the designated portion is substantially completed in general accordance with the terms of the contract so that the governmental entity or the department can occupy or utilize the public improvements or designated portion of the public improvement for its intended purpose. 2)The public improvement project is certified as having been substantially completed by either of the following: (a)The architect or engineer authorized to make such certification. (b)The authorized contract representative. 3)The governmental entity or the department isoccupying or utilizing the public improvement for its intended purpose. Delete Section 9.8.2 Delete Section 9.8.3 Add the following Clause 9.8.3.1 to Section 9.8.3: 9.3.8.1The Architect will perform no more than oneinspectionper discipline (mechanical, electrical, architectural, structural, civil) to determine whether the Work or a designated portion thereof has attained Substantial Completion in accordance with the Contract Documents. The Owner is entitled to reimbursement from the Contractor for the amounts paid to the Architect for any additional inspections. 9.10FINAL COMPLETION AND FINAL PAYMENT Add the following Clause 9.10.1.1 to Section 9.10.1: 9.10.1.1The Architect will perform no more than two inspections to determine whether the Work or a designated portion thereof has attained Final Completion in accordance with the Contract Documents. The Owner is entitled to reimbursement from the Contractor for the amounts paid to the Architect for any additional inspections. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-8 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 Add the following Section 9.10.6: 9.10.6Final payment will be made not less than (30)calendardays after the date of acceptance of the Work by the Owner subject to the provisions of Sections 9.10.1 through 9.10.5. The following documents shall be completed by the contract completion date listed on the Form of Agreement and shall be received prior to making final payment: a.Letter of Completion from Contractor b.Contractor's Affidavit of Payment of Debts and Claims –AIA G706 c.Contractor's Affidavit of Releaseof Liens –AIA G706A d.Consent of Surety to Final Payment –AIA G707 e.Lien Waiver for full amount of contract from the Contractor f.Non-resident Contractors –release from the Department of Revenue g.Guarantees/warranties h.Certificate of Occupancy, if required i.Contractor-prepared "record drawings" j.Contractor certification that no asbestos-containing building materials were provided or installed in the Work. Add the following Section 9.10.7 and Clauses 9.10.7.1 thru 9.10.7.4: 9.10.7The following clauses are in accordance with Iowa Code, Chapter 26, Section 26.13, Early Release of Retainage, and are reiterated here for reference. Other provisions of Chapter 26, Chapter 573, and other applicable Chapters of the Code also apply 9.10.7.1At any time after all work on the project is substantially completed, the Contractor may request the release of all or part of the retained funds owed. The request shall be accompanied by a sworn statement of the Contractor that, ten (10) calendar days prior to filing the request, notice was given as required by Section 7 (of Chapter 26) to all known subcontractors, sub-subcontractors and suppliers. 9.10.7.2Except as provided under Section 3 (of Chapter 26), upon receipt of such request, the Owner shall release all or part of the retained funds. Retained funds that are approved as payable shall be paid at the time of the next monthly payment or within 30 calendar days, whichever is sooner. If partial retained funds are released pursuant to a Contractor's request, no retained funds shall be subsequently held based on that portion of the work. If within 30 calendar days of when payment becomes due the Owner does not release the retained funds due, interest shall accrue on the amount of retained funds at the rate of interest that is calculated as the prime rate plus one percent per year as of the day interest begins to accrue until the amount is paid. 9.10.7.3If labor and/or materials are yet to be provided at the time the request for the release of the retained funds is made, an amount equal to 200% of the value of the labor and/or materials yet to be provided, as determined by the Owner, may be withheld until such labor and/or materials are provided. 9.10.7.4An itemization of the labor and/or materials yet to be provided, or the reason that the request of retained funds is denied, shall be provided to the Contractor within 30 calendar days of the receipt for release of retained funds. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-9 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 Add the following Section 9.11 to ARTICLE 9: 9.11LIQUIDATED DAMAGES 9.11.2The Contractor and the Contractor's surety, if any, shall be liable for and shall pay the Owner for any extra costs for engineering or architectural services, construction observation services and related expenses necessitated by the delayed prosecution of the Work by the Contractor beyond the date of Substantial Completion required by the Agreement. Such costs are in no way a penalty, but represent additional expenses to the Owner caused by the Contractor's delay in completing the Work. ARTICLE 10: PROTECTION OF PERSONS AND PROPERTY 10.2SAFETY OF PERSONS AND PROPERTY Add to Subparagraph 10.2.2: 10.2.2.…Include Statement of Compliance regarding Iowa's Smoke Free Air Act and the new Iowa Sex Offender law which no longer allows registered sex offenders to be on school property without the school's permission. See attached Acknowledgement and Certification that all Contractors/Subcontractors/Suppliers/Vendors should be asked to sign. Delete Section 10.2.4 and substitute the following Section10.2.4: 10.2.4When use, handling, and/or storage of explosives or other hazardous materials or equipment or unusual methods is necessary for execution of the work, the Contractor shall give the Owner reasonable advance notice and shall exercise utmost care and carry on such activities under the supervision of properly qualified personnel. Add the following sentence to Section 10.3.4. 10.3.4No product containing asbestos, Polychlorinated Biphenyl (PCB), lead-based materials or any other hazardous material identified by the United State Environmental Protection Agency shall be incorporated into the Work. Add the following Section 10.3.7 10.3.7The Owner's existing facility where the Project is being constructed is likely to contain asbestos. The locationof asbestos materials (if present) is on file with the Owner. The Contractor shall not remove or disturb any asbestos materials unless licensed to do so in the State where this Project is located. If asbestos must be removed and such removal is not already a part of this Contract, contact the Owner who will arrange for the proper removal of the asbestos materials by others if it is mutually agreed the asbestos materials needs to be removed. ARTICLE 11: INSURANCE AND BONDS 11.1CONTRACTOR'S LIABILITY INSURANCE Add the following Clauses 11.1.2.1 through 11.1.2.4 to Section 11.1.2: West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-10 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 11.1.2.1Worker's Compensation Insurance and Employer's Liability insurance shall be carried by the Contractor in accordance with the requirements of the statutes of the State or States in which the work will be performed plus Federal Laws. 11.1.2.2The limits for Commercial General Liability Insurance coverage for Premises-Operations, Independent Contractors'Protective, Products-Completed Operations, Contractual Liability, Personal Injury and Broad Form Property Damage (including coverage for Explosion, Collapse and Underground hazards) shall be as follows: $2,000,000 general aggregate $2,000,000 products/completed operations aggregate $1,000,000 personal and advertising injury $1,000,000 each occurrence personal injury $250,000 Fire Damage on any one fire $10,000 on Medical Expense on any one person Products/Completed Operations Aggregate, maintain for two (2) years after final payment: $1,000,000; Broad form property damage coverage shall include completed operations Aggregate Limits per Project Endorsement or Equivalent Coverage extends to explosion, collapse, and underground hazards .1 The policy shall be endorsed to have the General Aggregate apply to this Project only. .2The policy shall be written on an occurrence form of coverage. .3 The policy shall include coverage for the hazards of underground explosion and collapse. 11.1.2.3Business automobile liability including hired and non-owned automobile liability with limits not less than: $1,000,000 per accident for bodily injury and property damage 11.1.2.4Excess/umbrella liability coverage shall be provided with limits of: $2,000,000 each occurrence $2,000,000 general aggregate Add the following Clause 11.1.3.1 to Section 11.1.3: 11.1.3.1 If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be ACORD form 25-S, completed and supplemented in accordance with AIA Document G715, Instruction Sheet and Supplemental Attachment for ACORD Certificate of Insurance 25-S. Delete Section 11.1.4 and replace it with the following Section 11.1.4: 11.1.4The Contractor shall cause the commercial liability coverage and excess umbrella liability coverage required by the Contract Documents to include 1) the Owner, Architect, Architect's consultants, and agents and employees as additional insureds for the claims caused in whole or in part by the Contractor's negligent acts or omissions during Contractor's operations and 2) the Owner as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or omissions during Contractor's completed operations. The commercial liability coverage shall be primary and non- contributory for benefit of additional insureds and provide for severability of interest for additional insureds. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-11 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 Add the following Section 11.1.5: 11.1.5All insurance coverages provided by the Contractor under Section 11 shall provide for a waiver of subrogation to the Owner, Architect and Architect's consultants, and agents and employees. Add the following Section 11.1.6 and Clauses 11.1.6.1 thru 11.1.6.4: 11.1.6All liability policies which include the Owner as an additional insured shall include a Governmental Immunities Endorsement, pursuant to Chapter 670.4 of the Iowa Code, which endorsement shall include the following provisions: 11.1.6.1Non-waiver of Government Immunity: The insurance carrier expressly agrees and states that the purchase of this policy and including the Owner asan Additional Insured does not waive any of the defenses of governmental immunity available to the Owner under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. 11.1.6.2Claims Coverage: The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defenses of governmental immunity under Iowa Code Section 670.4 as it now exists and as it may be amended from time to time. 11.1.6.3Assertion of Government Liability:The Owner shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. 11.1.6.4Non-Denial of Coverage: The insurance carrier shall not denycoverage or deny any of the rights and benefits accruing to the Owner under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the Owner. 11.3Add the following Clause 11.3.1.6 to Section 11.3.1: 11.3.1.6The insurance required by Section 11.3 is not intended to cover machinery, tools or equipment owned or rented by the Contractor which are utilized in the performance of the Work but not incorporated into the permanent improvements.The Contractor shall, at the Contractor’s own expense, provide insurance coverage for owned or rented machinery, tools or equipment which shall be subject to the provisions of Section 11.3.7. 11.4PERFORMANCE AND PAYMENT BONDS Delete Section 11.4.1 and substitute the following Section and Clauses: 11.4.1The Contractor shall furnish bonds covering faithful performance of the contract and payment of obligations arising thereunder. Bonds may be obtained through the Contractor's usual source and the cost shall be included in the Contract sum. The amount of each bond shall be equivalent to 100 percent of the Contract Sum. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-12 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 11.4.1.1The Contractor shall deliver the required bonds to the Owner not later than three calendar days following the date the Agreement is entered into, or if the work is to be commenced prior thereto in response to a letter of intent, the Contractor shall, priorto commencement of the work, submit evidence satisfactory to the Owner that such bonds will be furnished. 11.4.1.2The Contractor shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ARTICLE 12: UNCOVERING AND CORRECTION OF WORK Add the following Clause 12.2.2.4 to Section 12.2.2: 12.2.2.4Upon request by the Owner and prior to the expiration of two-year from the date of Substantial Completion, the Architect will conduct and the Contractor shall attend a meeting with the Owner to review the facility operations and performance. ARTICLE 13: MISCELLANEOUS PROVISIONS 13.1GOVERNING LAW Delete the language in Section 13.1 and substitute the following language: The Contract shall be governed by the law of the State of Iowa. 13.6INTEREST Delete language in Section 13.6.and substitute the following language: Payments due and unpaid under the Contract Documents shall bear interest from the date the payment is due and shall bear interest at the rate established by Sections 74A.2 and 573.12, Code of Iowa, latest revision. 13.7TIME LIMITS ON CLAIMS Delete Section 13.7 in its entirety and substitute the following Section 13.7.1 and Clauses 13.7.1.1 thru 13.7.1.3: 13.7.1As between the Owner and the Contractor, the commencement of the statutory limitation period shall be as follows: 13.7.1.1Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-13 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 13.7.1.2Between Substantial Completion and Final Certificate for Payment. As to acts or failures to act occurring subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certificate for Payment, any applicable statue of limitations shall commence to run and anyalleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment. 13.7.1.3After Final Certificate of Payment. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any Warranty provided under Section 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Section 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. Add the following Section 13.8 to ARTICLE 13: 13.8EQUAL EMPLOYMENT OPPORTUNITY The Contractor shall conform in all respects with the provisions of the Federal Civil Rights Act, the Code of Iowa, Chapter 216 Civil Rights Commission and the rules and regulations adopted thereto by the Iowa Civil Rights Commission. The Contractor shall not discriminate against any employee or applicant because of race, color, religion, sex, national origin, sexual orientation, gender identity, ancestry, age, marital status, physical or mental handicap. The Contractor shall require similar clauses in all of its subcontracts for service or materials. 13.9Work Hours 13.9.1The Contractor shall perform no work outside of the Owner's regular hours of 6:00 a.m. to 7:00 p.m. Monday through Friday (except legal holidays) without written approval of the Owner unless noted elsewhere in the contract documents. 13.10Smoking 13.10.1Smoking is not allowed on the Owner's premises. The word "premises"for purposes of this section shall include inside personal or Company trucks or automobiles parked on school property. 13.11Sex Offender Acknowledgment and Certification 13.11.1Iowa law prohibits a sex offender who has been convicted of a sex offense against a minor from being present upon the real property of the schools of the District. The Contractor, all sub- contractors, suppliers and vendors acknowledge and certify that, pursuant to law, a sex offender who has been convicted of a sex offense against a minor may not operate, manage, be employed by, or act as a contractor, sub-contractor, supplier or vendor at the schools of the District. TheContractor and all sub-contractors,suppliers and vendors shall provide a signed original of an Acknowledgment and Certification letter (provided at the end of this section). No worker of the Contractor or any sub-contractor, supplier or vendor will be allowed to work, deliver or conduct business on site until this letter is received by the Architect. West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-14 DOCUMENT 00 0800 SUPPLEMENTARY CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A201-2007 It shall be responsibility of the Contractor to provide the Acknowledgment and Certification letter to all sub-contractors, suppliers and vendors. An initial list of sub-contractors, suppliers and vendors shall be provided to the Architect with the signed contract. Updates to the sub-contractor/supplier/vendor list shall be provided to the Architect within three (3)calendardays after any additional entities are contracted by the Contractor. ARTICLE 14: TERMINATION OR SUSPENSION OF THE CONTRACT No Supplements ARTICLE 15: CLAIMS AND DISPUTES Add Clauses 15.1.5.3 and 15.1.5.4 to Section 15.1.5: 15.1.5.3Claims for increase in the Contract Time shall set forth in detail the circumstances that form the basis for the Claim, the date upon which each cause of delay began to affect the progress of the Work, the date upon which each cause of delay ceased to affect the progress of the Work and the number of days'increase in the Contract Time claimed as a consequence of each such cause of delay. The Contractor shall provide such supporting documentation as the Owner may require including, where appropriate, a revised construction schedule indicating all the activities affected by the circumstances forming the basis of the Claim. 15.1.5.4The Contractor shall not be entitled to a separate increase in the Contract Time for each one of the number of causes of delay which may have concurrent or interrelated effects on the progress of the Work, or for concurrent delays due to the fault of the Contractor. Delete Section 15.1.6 Claims for Consequential Damages Add the following sentence to Section 15.1.6: If, before expiration of 30 calendar days from the date of execution for this Agreement, the Owner obtains by separate agreement and furnishes to the Contractor a similar waiver of all claims from the Architect against the Contractor for consequential damages which the Architect may incur as a result of any act or omission of the Owner or Contractor, thenthe waiver of consequential damages by the Owner and Contractor contained in this Section 15.1.6 shall be applicable to the claims by the Contractor against the Architect. 15.2INITIAL DECISION MAKER Delete last sentence of Section 15.2.5 and substitute the following: If the parties do not mutually agree with the decision of the Initial Decision Maker, then resolution shall be subject to mediation, arbitration, litigation, or any other alternative dispute resolution process mutually agreeable to by the parties involved in the dispute. Delete Section 15.2.6. Delete Sections 15.3 and 15.4 in their entirety. END OF DOCUMENT 00 0800 West High Restrooms Remodel 114156-0 Supplementary Conditions -General Conditions of the Contract for Construction 00 0800-15 DOCUMENT 00 0801 ACKNOWLEDGEMENT AND CERTIFICATION (name of vendor/supplier/contractor/sub-contractor) ("Company") is providing services to the Iowa CityCommunity School District ("District") as a vendor, supplier, or contractor or is operating or managing the operations of a vendor, supplier or contractor. The services provided by the Company may involve the presence of the Company’s employees upon the real property of the schools of the District. The Company acknowledges that Iowa law prohibits a sex offender who has been convicted of a sex offense against a minor from being present upon the real property of the schools of the District. The Company further acknowledges that, pursuant to law, a sex offender who has been convicted of a sex offense against a minor may not operate, manage, be employed by, or act as a contractor, vendor or supplier of services or volunteer at the schools of the District. The Company hereby certifies that no one who is an owner, operator or manager of the Company has been convicted of a sex offense against a minor. The Company further agrees that it shall not permit any person who is a sex offender convicted of a sex offense against a minor to provide any services to the District in accordance with the prohibitions set forth above. This Acknowledgment and Certification is to be construed under the laws of the State of Iowa. If any portion hereof is held invalid, the balance of the document shall, notwithstanding, continue in full legal force and effect. In signing this Acknowledgment and Certification, the person signing on behalf of the Company hereby acknowledges that he/she has read this entire document, that he/she understands its terms, and that he/she not only has the authority to sign the document on behalf of the Company, but has signed it knowingly and voluntarily. Dated:______________________ (name of vendor/supplier/contractor/sub-contractor) By: ___________________________________ Printed Name: ___________________________________ Title: ___________________________________ END OF DOCUMENT 00 0801 West High Restrooms Remodel 114156-0 Acknowledgement and Certification 000801-1 Division 01 General Requirements 01 Division SECTION 011100 SUMMARY OF WORK PART 1GENERAL 1.1SECTION INCLUDES A.Project Description. B.Work by Owner. C.Contractor use of site and premises. D.Work sequence. E.Owner occupancy. 1.2PROJECT DESCRIPTION A.General Project Description: 1.The project scope includes renovation of existing men's and women's restrooms. 2.The Work shall be coordinated with the Owner to minimize interference with operation of the regular school activities. B.Schedule 1.Contractor shall schedule and hold regular progress meetings at least bi-weekly and at other times as requested by the Architect/Engineer or required by progress of the Work. Contractor, Architect/Engineer, and all major subcontractors active on the site shall be represented at each meeting. Contractor may at his discretion or at the request of the Architect/Engineer have representatives of suppliers, manufacturers and other subcontractors attend meetings. 2.Contractor shall preside at the meetings and provide for keeping and distribution of minutes. The purpose of the meetings will be to review the progress of the Work, maintain coordination of efforts, discuss changes in schedule and resolve other problems that may arise. C.Land for Construction Purposes 1.Contractor will be permitted to use available land belonging to the Owner, on or near the site of the Work, forconstruction purposes and for the storage of materials and equipment. The location and extent of the areas availableto the Contractor shall be as indicated on the Drawings. D.Notices 1.Contractor shall notify owners of adjacent properties and utilities when execution of the Work may affect them. When it is necessary to temporarily deny access by owners or tenants to their property, or when any utility service connection must be interrupted, the Contractor Shimek Elementary School Controls Upgrade 113218-0 Summary of Work 011100-1 SECTION 011100 SUMMARY OF WORK shall give notices sufficiently in advance to enable the affected persons to provide for their needs. 2.Notices, whether given orally or in writing, shall include appropriate information concerning the interruption and instruction on how to limit their inconvenience. 1.3WORK BY OWNER A.The Owner will provide asbestos abatement as needed, as deemed by the Contractor to be suspect and subsequently testing positive as ACM. 1.4CONTRACTOR USE OF SITE AND PREMISES A.The District has a strict year-round no smoking policy for all persons on school property. B.Contractor shall follow building security sign-in and identification procedures. C.Limit use of site and premises to allow: 1.Owner occupancy. 2.Work by Others and Work by Owner. 3.Use of site and premises by the public. D.Contractor access to the building shall be limited to periods in which District personnel are in attendance, per the following schedule: 1.Regular summer hours for custodial staff are 6:30 a.m. through 5:30 p.m. and may be extended to 11:00 p.m. The District will consider weekend access only after full use of available weekday hours is exhausted. 1.5WORK SEQUENCE A.Coordinate construction schedule and operations with Owner. B.The work shall be accomplished according to the following schedule: All work onsite may commence on or around June16,2014and be substantially complete by August 8, 2014. 1.6OWNER OCCUPANCY A.The Owner will occupy the premises during the entire period of construction. B.Cooperate with Owner to minimize conflict, and to facilitate Owner's operations. C.Schedule the Work to accommodate this requirement. D.The Contractor shall comply with the building's sign-in and security procedures. END OF SECTION 01 1100 Shimek Elementary School Controls Upgrade 113218-0 Summary of Work 011100-2 SECTION 01 1100.10 SHUT DOWN / TIE IN PROCEDURES FOR OUTSIDE CONTRACTORS IOWACITYCOMMUNITYSCHOOL DISTRICT SUPPORTSERVICES FacilitiesManagement1137S.RiversideDrive Duane Van Hemert,DirectorofPhysical PlantIowa City, Iowa 52246 319-688-1020Phone 319-688-1029Fax Whenplanningatie-intoanyexistingmechanical, plumbing, electricalequipmentorpiping,pleaseadhereto thefollowinginorder tominimizedisruptiontothedistrict. 1.NotifythegeneralcontractorandtheICCSD construction manager, 688-1020,ofyourintentions along withasuggested dateandtimetoperformthework. 2.Includeawrittenplanforexecutingthejob listinganysafety requirements neededtoperform shutdownortiein.Examples would belock outtagout, powershutdown,boilershutdown, watershutdown,PPE,confinedspace,etc. 3.Confirm withthegeneralandICCSD byhavingthemsignoffyourplan givingpriorapproval that thedate andtimeisacceptable. 4.FollowallOSHAguidelinesforanyworkperformedatICCSD. ICCSD withacopyof their 5.Forworkinaconfinedspacethecontractormust providethe confinedspaceprogramand documentationoftrainingforanyone involvedintheconfined spacebeforeentrytakes place. Contractorwillbetotallyresponsibleforallrequirementsconcerning confinedspace entries. ICCSD isnotresponsibleforthecontractor'ssafetyprogramorworkperformed bycontractors. Adhering tothispolicyonly approvesthecontractor’sdatesandtimestotieinto district property. IncaseofanaccidentoremergencycallICCSDaftercallingany emergencyserviceneeded.Callinorder untilsomeoneis reached. Duane Van HemertOffice:688-1020Cell:564-9070 DaveMcKenzieOffice688-1020Cell631-0801 Central Office688-1000 END OF SECTION 01 1100.10 West High Restrooms Remodel 114156-0 Shut Down/Tie in Procedures for Outside Contractors 01 1100.10-1 SECTION 011520 CONSTRUCTION FACILITIES PART 1GENERAL 1.1SECTION INCLUDES A.Temporary Utilities: Electrical (etc.), ventilation and sanitary facilities. B.Temporary Controls: Barriers, enclosures, and protection of the Work. 1.2TEMPORARY UTILITIES A.Contractor(s) may utilize Owner's utilities as required, including but not limited to electrical for normal job operations. 1.3TEMPORARY VENTILATION A.Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. Areas in which welding, torch-cutting, concrete cutting, coring, jack-hammering etc. is being conducted shall be provided with positive ventilation to the exterior. B.Supply equipment with temporary fan units as required to maintain clean air for construction operations. 1.4TEMPORARY SANITARY FACILITIES A.Existing facilities within building may be used during interior construction operations. 1.5EXTERIOR ENCLOSURES A.Provide temporary (and insulated if occupied areas are open during heating season) weather-tight closure of exterior openings toaccommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. B.Provide temporary weather-tight roofing as indicated. 1.6PROTECTION OF INSTALLED WORK A.Protect installed Work and provide special protection where specified in individual specification sections. B.Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage. C.Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D.Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. E.Prohibit traffic over landscaped areas. West High Restrooms Remodel 114156-0 Construction Facilities 011520-1 SECTION 011520 CONSTRUCTION FACILITIES 1.7PROGRESS CLEANING AND WASTE REMOVAL A.Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B.Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C.Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D.Collect and remove waste materials, debris, and rubbish from site daily. 1.8REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A.Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B.Clean and repair damage caused by installation or use of temporary work. C.Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2PRODUCTS NOT USED PART 3EXECUTION NOT USED END OF SECTION 011520 West High Restrooms Remodel 114156-0 Construction Facilities 011520-2 SECTION 012900 PAYMENT PROCEDURES PART 1 -GENERAL 1.1SUMMARY A.This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.2DEFINITIONS A.Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.3SCHEDULE OF VALUES A.Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1.Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a.Application for Payment forms with Continuation Sheets. b.Submittals Schedule. c.Contractor's Construction Schedule. 2.Submit the Schedule of Values to Architect at earliest possible date but no later than seven daysbefore the date scheduled for submittal of initial Applications for Payment. B.Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1.Identification: Include the following Project identification on the Schedule of Values: a.Project name and location. b.Name of Architect. c.Architect's project number. d.Contractor's name and address. e.Date of submittal. 2.Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a.Related Specification Section or Division. b.Description of the Work. West High Restrooms Remodel 114156-0 Payment Procedures 01 2900-1 SECTION 012900 PAYMENT PROCEDURES c.Name of subcontractor. d.Name of manufacturer or fabricator. e.Name of supplier. f.Change Orders (numbers) that affect value. g.Dollar value. 1)Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3.Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4.Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5.Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a.Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing. 6.Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7.Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a.Temporary facilitiesand other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 1.4APPLICATIONS FOR PAYMENT A.Each Applicationfor Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1.Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B.Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C.Payment Application Forms: Use AIADocumentG702 and AIADocumentG703 Continuation Sheets as form for Applications for Payment. West High Restrooms Remodel 114156-0 Payment Procedures 01 2900-2 SECTION 012900 PAYMENT PROCEDURES D.Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architectwill return incomplete applications without action. 1.Entries shall match data on the Schedule ofValues and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2.Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. 3.Prior to submitting notarized copies for execution of payment application, provide a preliminary application with schedule of values for review. Once satisfactory to Owner/Architect, proceed with formal submittal of notarized copies. E.Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architectby a method ensuring receiptwithin 24 hours. One copy shall include waivers of lien and similar attachments if required. 1.Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F.Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1.List of subcontractors. 2.Schedule of Values. 3.Contractor's Construction Schedule reviewed and approved by Owner. Application will not be processed until approved by Owner. 4.Products list. 5.Schedule of unit prices. 6.Submittals Schedule (preliminary if not final). 7.List of Contractor's staff assignments. 8.List of Contractor's principal consultants. 9.Copies of building permits. 10.Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 11.Initial progress report. 12.Certificates of insurance and insurance policies. 13.Performance and payment bonds. West High Restrooms Remodel 114156-0 Payment Procedures 01 2900-3 SECTION 012900 PAYMENT PROCEDURES 14.Initial settlement survey and damage report if required. G.Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1.Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2.This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. H.Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1.Evidence of completion of Project closeout requirements. 2.Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3.Updated final statement, accounting for final changes to the Contract Sum. 4.AIADocumentG706, "Contractor's Affidavit of Payment of Debts and Claims." 5.AIADocumentG706A, "Contractor's Affidavit of Release of Liens." 6.AIADocumentG707, "Consent of Surety to Final Payment." 7.Evidence that claims have been settled. 8.Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9.Final, liquidated damages settlement statement. 10.Certificate of Occupancy, if required. END OF SECTION012900 West High Restrooms Remodel 114156-0 Payment Procedures 01 2900-4 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.1SECTION INCLUDES A.Coordination. B.Preconstruction Meeting C.Progress Meetings. D.Pre-installation Meetings. 1.2COORDINATION A.Coordinate scheduling, submittals, and Work of the various sections of the Contract Documents to assure efficient and orderly sequence of installation of interdependent construction elements. B.Verify utility requirements and characteristics of operatingequipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C.Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D.In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E.Coordinate completionand clean up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's partial occupancy. F.After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.3PRECONSTRUCTION MEETING A.Architect/Engineer will schedule a meeting after Notice of Award. B.Attendance Required: Owner, Architect/Engineer, Contractor and Subcontractors. C.Agenda: 1.Distribution of Contract Documents. 2.Requirements and schedule for Contractor's submission of list of Subcontractors, list of Products, schedule of values, project schedule, bonds and insurance certificates. 3.Designation of responsible personnel representing the Owner, the Contractor and the Architect/Engineer. West High Restrooms Remodel 114156-0 Project Management and Coordination 013100-1 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION 4.Review construction schedule: a.Official contract start date b.Substantial completion deadline c.Final completion deadline d.Critical dates during Construction e.Equipment deliveries and priorities f.Critical Work sequencing 5.Procedures and processing of: a.Field decisions b.Shop Drawings c.Product Data d.Samples e.Substitutions f.Applications for payment g.Construction change directive h.Change Orders i.Contract close out 6.Use of premises by Owner and Contractor. 7.Requirements and procedures for testing. 8.Safety. 9.Security. 10.Contractor's field office. 11.Housekeeping. 12.Working hours. 13.Construction facilities and controls provided by Owner. 14.Temporary utilities provided by Owner. West High Restrooms Remodel 114156-0 Project Management and Coordination 013100-2 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION 15.Procedures for maintaining record documents. 16.Requirements for start-up of equipment. 17.Review and acceptance of equipment put into service during construction period. 18.Other items of discussion. 1.4PROGRESS MEETINGS A.Schedule and administer meetings throughout progress of the work at maximum monthly intervals. B.Make arrangements for meetings, prepare agenda with copies for participants,preside at meetings. C.Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect/Engineer, as appropriate to agenda topics for each meeting. D.Agenda: 1.Review minutes of previous meetings. 2.Review of Work progress. 3.Field observations, problems, and decisions. 4.Identification of problems which impede planned progress. 5.Review of submittals schedule and status of submittals. 6.Review of off-site fabrication and delivery schedules. 7.Maintenance of progress schedule. 8.Corrective measures to regain projected schedules. 9.Planned progress during succeeding work period. 10.Coordination of projected progress. 11.Maintenance of quality and work standards. 12.Effect of proposed changes on progress schedule and coordination. 13.Other business relating to work. E.Record minutes and distribute copies within two days after meeting to participants, with two copies to the Architect/Engineer, Owner, participants, and those affected by decisions made. West High Restrooms Remodel 114156-0 Project Management and Coordination 013100-3 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION 1.5PRE-INSTALLATION MEETINGS A.When required in individual specification sections, convene a pre-installation meeting at work site prior to commencing work of the section. B.Require attendance of parties directly affecting, or affected by, work of the specific section. C.Notify Architect/Engineer four days in advance of meeting date. D.Prepare agenda and preside at meeting: 1.Review conditions of installation, preparation and installation procedures. 2.Review coordination with related work. 3.Review existing building conditions on the exterior and interior. E.Record minutes and distribute copies within 2 days after meeting to participants, with 2 copies to Architect/Engineer, Owner, participants, and those affected by decisions made. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 013100 West High Restrooms Remodel 114156-0 Project Management and Coordination 013100-4 SECTION 01 3300 SUBMITTAL PROCEDURES PART 1 -GENERAL 1.1SUMMARY A.This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. 1.2DEFINITIONS A.Action Submittals: Written and graphic information that requires Architect/Engineer'sresponsive action. B.Informational Submittals: Written information that does not require Architect/Engineer's responsive action. Submittals may be rejected for not complying with requirements. 1.3SUBMITTAL PROCEDURES A.General: When requested, an electronic floor plan(s) will be provided for Contractor's use in preparing submittals. Electronic copies of CAD Drawings of the Contract Drawings willnot be provided for Contractor's use. B.Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1.Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2.Each trade having involvement with other trades'materials and/or equipment shall cross- review and approve, compliant with this Section's 3.01 Contractor's Review. Specifically, electrical and temperature controls'subcontractors shall review and approve mechanical submittals, where either subcontractor has responsibility in the equipment's installation or overall operation. 3.Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a.Architect/Engineerreservesthe right to withhold action on a submittal requiring coordination with other submittalsand/or trades,until related submittals are received. C.Submittals Schedule: Comply with requirements in Division01 Section "Construction Progress Documentation"for list of submittals and time requirements for scheduled performance of related construction activities. D.Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence onArchitect/Engineer's receiptof submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-1 SECTION 01 3300 SUBMITTAL PROCEDURES 1.Initial Review: Allow 15days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect/Engineerwill advise Contractor when a submittal being processed must be delayed for coordination. 2.Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3.Resubmittal Review: Allow 15 daysfor review of each resubmittal. 4.Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21days for initial review of each submittal. 5.Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 15days for review of each submittal. Submittal will be returned toArchitect/Engineerbefore being returned to Contractor. E.Identification: Place a permanent label or title block on each submittal for identification. 1.Indicate name of firm or entity that prepared each submittal on label or title block. 2.Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by Architect/Engineer. 3.Include the following information on label for processing and recording action taken: a.Project name. b.Date. c.Name and address of Architect/Engineer. d.Name and address of Contractor. e.Name and address of subcontractor. f.Name and address of supplier. g.Name of manufacturer. h.Submittal number or other unique identifier, including revision identifier. 1)Submittal number shall use Specification Section numberfollowed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.01.A). i.Number and title of appropriate Specification Section. j.Drawing number and detail references, as appropriate. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-2 SECTION 01 3300 SUBMITTAL PROCEDURES k.Location(s) where product is to be installed, as appropriate. l.Other necessary identification. F.Deviations: Encircle or otherwise specifically identify deviations from the Contract Documents on submittals.Lack of this identification shall be cause for rejection of submittal. G.Additional Copies: Unless additional copies are required for final submittal, and unless Architect/Engineer observesnoncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1.Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect/Engineer. 2.Additional copies submitted for maintenance manuals willbe marked withaction taken and will be returned. H.Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal by Section, using a separate transmittal form. Architect/Engineer willreturn submittals, without review,received from sources other than Contractor. 1.Transmittal Form: Provide locations on form for the following information: a.Project name. b.Date. c.Destination (To:). d.Source (From:). e.Names of subcontractor, manufacturer, and supplier. f.Category and type of submittal. g.Submittal purpose and description. h.Specification Section number and title. i.Drawing number and detail references, as appropriate. j.Transmittal number. k.Submittal and transmittal distribution record. l.Remarks. m.Signature of transmitter. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-3 SECTION 01 3300 SUBMITTAL PROCEDURES 2.On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect/Engineer on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. I.Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1.Note date and content of previous submittal. 2.Note date and content of revision in label or title block and clearly indicate extent of revision. 3.Resubmit submittals until they are marked "Furnish as Submitted"or "Furnish as Corrected." J.Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. K.Use for Construction: Use only final submittals with mark indicating Furnish as Submitted OR Furnish as Correctedtaken by Architect/Engineer. PART 2 -PRODUCTS 2.1ACTION SUBMITTALS A.General: Prepare and submit Action Submittals required by individual Specification Sections. 1.Submit electronic submittals directly to extranet specifically established for Project. B.Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1.If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2.Mark each copy of each submittal to show which products and options are applicable. 3.Include the following information, as applicable: a.Manufacturer's written recommendations. b.Manufacturer's product specifications. c.Manufacturer's installation instructions. d.Standard color charts. e.Manufacturer's catalog cuts. f.Wiring diagrams showing factory-installed wiring. g.Printed performance curves. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-4 SECTION 01 3300 SUBMITTAL PROCEDURES h.Operational range diagrams. i.Mill reports. j.Standard product operation and maintenance manuals. k.Compliance with specified referenced standards. l.Testing by recognized testing agency. m.Application of testing agency labels and seals. n.Notation of coordination requirements. 4.Submit Product Data before or concurrent with Samples. 5.Number of Copies: Submit four copies of Product Data, unless otherwise indicated. Architect/Engineerwill return two copies. Mark up and retain one returned copy as a Project Record Document. C.Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1.Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a.Dimensions. b.Identification of products. c.Fabrication and installation drawings. d.Roughing-in and setting diagrams. e.Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. f.Shopwork manufacturing instructions. g.Templates and patterns. h.Schedules. i.Design calculations. j.Compliance with specified standards. k.Notation of coordination requirements. l.Notation of dimensions established by field measurement. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-5 SECTION 01 3300 SUBMITTAL PROCEDURES m.Relationshipto adjoining construction clearly indicated. n.Seal and signature of professional engineer if specified. o.Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring. 2.Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least8-1/2 by 11 inchesbut no larger than 30 by 42inches. 3.Number of Copies: Submit two opaque (bond) copies of each submittal. Architect/Engineer will return one copy. 4.Number of Copies: Submit fouropaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit fourcopies where copies are required for operation and maintenance manuals. Architect/Engineer will retain two copies; remainder will be returned. D.Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1.Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2.Identification: Attach label on unexposed side of Samples that includes the following: a.Generic description of Sample. b.Product name and name of manufacturer. c.Sample source. d.Number and title of appropriate Specification Section. 3.Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a.Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b.Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 4.Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-6 SECTION 01 3300 SUBMITTAL PROCEDURES a.Number of Samples: Submit twofull set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 5.Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a.Number of Samples: Submit threesetsof Samples. Architect/Engineer will retain twoSample sets; remainder will be returned. 1)Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2)If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least threesetsof paired units that show approximate limits of variations. E.Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1.Type of product. Include unique identifier for each product. 2.Number and name of room or space. 3.Location within room or space. 4.Number of Copies: Submit fourcopies of product schedule or list, unless otherwise indicated. Architect/Engineer will return two copies. a.Mark up and retain one returned copy as a Project Record Document. F.Contractor's Construction Schedule: Comply with requirements specified in Division01 Section "Construction Progress Documentation"for Construction Manager's action. G.Submittals Schedule: Comply with requirements specified in Division01 Section "Construction Progress Documentation." H.Application for Payment: Comply with requirements specified in Division01 Section "Payment Procedures." I.Schedule of Values: Comply with requirements specified in Division01 Section "Payment Procedures." West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-7 SECTION 01 3300 SUBMITTAL PROCEDURES J.Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1.Name, address, and telephone number of entity performing subcontract or supplying products. 2.Number and title of related Specification Section(s) covered by subcontract. 3.Drawing number and detail references, as appropriate, covered by subcontract. 4.Number of Copies: Submit fourcopies of subcontractor list, unless otherwise indicated. Architect/Engineer will return two copies. a.Mark up and retain one returned copy as a Project Record Document. 2.2INFORMATIONAL SUBMITTALS A.General: Prepare and submit Informational Submittals required by other Specification Sections. 1.Number of Copies: Submit one copy of each submittal, unless otherwise indicated. Architect/Engineer will not return copies. 2.Certificates and Certifications: Provide a notarized statementthat includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 3.Test and Inspection Reports: Comply with requirements specified in Division01 Section "Quality Requirements." B.Coordination Drawings: Comply with requirements specified in Division01 Section "Project Management and Coordination." C.Contractor's Construction Schedule: Comply with requirements specified in Division01 Section "Construction Progress Documentation." D.Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. E.Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F.Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-8 SECTION 01 3300 SUBMITTAL PROCEDURES G.Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. H.Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. I.Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. J.Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. K.Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. L.Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1.Name of evaluation organization. 2.Date of evaluation. 3.Time period when report is in effect. 4.Product and manufacturers'names. 5.Description of product. 6.Test procedures and results. 7.Limitations of use. M.Schedule of Tests and Inspections: Comply with requirements specified in Division01 Section "Quality Requirements." N.Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. O.Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-9 SECTION 01 3300 SUBMITTAL PROCEDURES P.Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. Q.Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division01 Section "Operation and Maintenance Data." R.Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, andcalculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. S.Manufacturer'sInstructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1.Preparation of substrates. 2.Required substrate tolerances. 3.Sequence of installation or erection. 4.Required installation tolerances. 5.Required adjustments. 6.Recommendations for cleaning and protection. T.Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable: 1.Name, address, and telephone number of factory-authorized service representative making report. 2.Statement on condition of substrates and their acceptability for installation of product. 3.Statement that products at Project site comply with requirements. 4.Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5.Results of operational and other tests and a statement of whether observed performance complies with requirements. 6.Statement whether conditions, products, and installation will affect warranty. West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-10 SECTION 01 3300 SUBMITTAL PROCEDURES 7.Other required items indicated in individual Specification Sections. U.Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. V.Construction Photographs:Comply with requirements specified in Division01 Section " Photographic Documentation." W.Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to Architect/Engineer. 1.Architect will not review submittals that include MSDSs and will return the entire submittal for resubmittal. PART 3 -EXECUTION 3.1CONTRACTOR'S REVIEW A.Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect/Engineer. B.Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2ARCHITECT/ENGINEER'SACTION A.General: Architect/Engineerwill not review submittals that do not bear Contractor's approval stamp and will return them without action. B.Action Submittals: Architect/Engineer will review each submittal, make marks to indicate corrections or modificationsrequired, and return it. Architect/Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: 1."Furnish as Submitted,""Furnish as Corrected,""Revise and Resubmit,""Incomplete"or "Rejected." C.Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect/Engineer will forward each submittal to appropriate party. D.Partial submittals are not acceptable, will be considered non-responsive, and will be returned without review. E.Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION013300 West High Restrooms Remodel 114156-0 Submittal Procedures 01 3300-11 SECTION 013510 REMODELING PROJECT PROCEDURES PART 1GENERAL 1.1SECTION INCLUDES A.Perform remodeling construction as indicated on the Drawings and as herein specified. B.Coordinate work of employees and subcontractors. C.Schedule elements of remodeling and renovation work to expedite completion. D.Schedule noisy or hazardous work to avoid problems with Owner's operations. E.In addition to demolition specified in individual Specification Sections, and shown on drawings, cut, move or remove existing construction to provide access or to allow remodelingand new work to proceed. F.Patch, repair and refinish existing items to remain, to the specified condition for each material, with a neat transition to adjacent new construction. 1.2SEQUENCE AND SCHEDULES A.Submit separate detailed sub-schedule for alteration work, coordinated with Construction Schedule. Show: 1.Each stage of work; occupancy dates of area. 2.Date of Substantial Completion for each area of alteration work. 3.Crafts and subcontractors employed in each area. 1.3ALTERATIONS, CUTTINGAND PROTECTION A.Cut finish surfaces such as masonry, tile, plaster or metals, by methods to terminate surfaces in a straight line at a natural point of division. B.Protect existing and new work from weather and temperature extremes. 1.Maintain existing interior work above 60 degrees F. 2.Provide weather protection, waterproofing, heat and humidity control to prevent damage to remaining existing work and to new work. C.Provide exterior and/or interior temporary enclosures specified in Section 015000,Temporary Facilities and Controls. CONSTRUCTION FACILITIES, to separate work areas from existing building and from areas occupied by the Owner, and to provide weather protection. West High Restrooms Remodel 114156-0 Remodeling Project Procedures 013510-1 SECTION 013510 REMODELING PROJECT PROCEDURES PART 2PRODUCTS 2.1SALVAGED MATERIALS A.Salvage sufficient quantitiesof cut or removed materials to replace damaged work of existing construction, when material is not readily obtainable on current market. 1.Use particular care in removal and salvage of Brick. 2.Store salvaged items in a dry, secure place on site. 3.Items not specified for use in repair work remain the Owner's property. 4.Do not use salvaged or used material in new construction except with prior written authorization from Architect/Engineer or as indicated in drawings. 2.2MATERIALS FOR PATCHING, EXTENDING AND MATCHING A.Ensure that work is complete: 1.Provide same materials or types of construction as that in existing structure, to patch, extend or match existing work. a.Contract Documents may not define products or standards of workmanship present in existing construction. b.Determine products by inspection and testing. c.Determine workmanship by use of existing as sample of comparison. 2.Presence of a product, finish or typeof construction requires that patching, extending or matching be performed to make work complete and consistent to identical quality standards. PART 3EXECUTION 3.1REMOVE EXISTING CONSTRUCTION. A.Remove existing construction as required to complete the new construction work as shown and detailed on the drawings and as specified. 3.2PERFORMANCE. A.Patch and extend existing work using skilled craftsman capable of matching existing quality of workmanship. B.For patched or extended work, provide quality equivalent to that specified for new work. 3.3DAMAGED SURFACES A.Patch and replace all portions of existing finished surfaces found to be damaged, lifted, discolored or showing other imperfections, with matching material. West High Restrooms Remodel 114156-0 Remodeling Project Procedures 013510-2 SECTION 013510 REMODELING PROJECT PROCEDURES 1.Provide adequate support prior to patching the finish. 2.Refinish patched portions of painted or coated surfaces in a manner to produce uniform color and texture over entire surface. 3.When existing surface cannot be matched, contact Owner and Architect/Engineer for alternative course of action prior to commencing work in area under question. 3.4TRANSITION FROM EXISTING TO NEW WORK A.When new work abuts or finishes flush with existing work, make a smooth transition. Patched work shall match existing adjacent work in texture and appearance as closely as possible. 1.When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim appropriate to finished surface, as satisfactory to the Architect/Engineer. B.Restore exposed finishes of patched or repaired areas, and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken portion containing the patch or repair, after the affected area has received primer and intermediate coat(s). 3.5CLEANING A.At completion of work of each craft, clean area and make surfaces ready for work of successive crafts. B.At completion of remodeling/alteration work in each area, provide final cleaning in accord with Section 017800, CLOSEOUT SUBMITTALS, and leave spaces in a condition suitable for use of Owner. END OF SECTION 013510 West High Restrooms Remodel 114156-0 Remodeling Project Procedures 013510-3 SECTION 01 5813 PROJECT IDENTIFICATION PART 1GENERAL 1.1SECTION INCLUDES A.Project identification sign. B.Maintenance. C.Removal. 1.2QUALITY ASSURANCE A.Design sign and structure to withstand 50miles/hr wind velocity, anchored below local frost line. B.Sign Painter: Experienced as a professional sign painter for minimum three years. C.Finishes, Painting: Adequate to withstand weathering, fading, and chipping for duration of construction. 1.3SUBMITTALS A.Section 013300-Submittals: Shop drawings. B.Show content, layout, lettering, color, foundation,structure,sizes,and grades of members. C.Sign Permit: Submit copy of permit, if required by local jurisdiction having authority overt he project. PART 2PRODUCTS 2.1SIGN MATERIALS A.Structure and Framing: New treated wood,structurally adequate. B.Sign Surfaces: Exterior grade plywood with medium density overlay, minimum 3/4-inch thick, standard large sizes to minimize joints, or rigid panels of synthetic materials. C.Rough Hardware: Galvanized, aluminum or brass. D.Paint and Primers: Exterior quality, commercial grade, minimum 3total coats; sign background of color as selected. E.Lettering: Exterior quality paint colors as selected. 2.2PROJECT IDENTIFICATION SIGN A.One4'x8' painted sign of construction, design and content as approved by Architect. West High Restrooms Remodel 114156-0 Project Identification 01 5813-1 SECTION 01 5813 PROJECT IDENTIFICATION PART 3EXECUTION 3.1INSTALLATION A.Install project identification sign within 15days after date fixed by Owner-Contractor Agreement. B.Erect at designated locationapproved by Owner. C.Erect supports and framing on secure foundation, rigidly braced and framed to resist wind loadings. D.Install sign surface plumb and level, with butt joints. Anchor securely. E.Paint exposed surfaces of sign, supports, and framing. 3.2MAINTENANCE A.Maintain signs and supports clean, and plumb. Repair deterioration and damage. 3.3REMOVAL A.Remove signs, framing, supports, and foundations at completion of Project, backfill excavation with approved backfill material, and restore the area. END OF SECTION 015813 West High Restrooms Remodel 114156-0 Project Identification 01 5813-2 SECTION 01 6100 PRODUCT REQUIREMENTS PART 1 GENERAL 1.1SECTION INCLUDES A.Products. B.Transportation and Handling. C.Storage and Protection. D.Product Selection. E.Product Options. F.Substitutions. 1.2PRODUCTS A.Means new material, machinery, components, equipment, fixtures, and systems forming the work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the work. Products may also include existing materials or components required for reuse. B.Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C.Provide interchangeable components of the same manufacturer, for components being replaced. 1.3TRANSPORTATION AND HANDLING A.Transport and handle Products in accordance with manufacturer's instructions. B.Promptly inspect shipments to ensure that Products comply with requirements, quantities are correct, and Products are undamaged. C.Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage. 1.4STORAGE AND PROTECTION A.Store and protect Products in accordance with manufacturer's instructions, with seals and labels intact andlegible. B.Store sensitive products in weather tight, climate controlled enclosures. C.Fabricated products, requiring exterior storage, shall be placed on sloped supports, above ground. D.Provide bonded off-site storage and protection when site does not permit on-site storage or protection. E.Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation or potential degradation of Product. West High Restrooms Remodel 114156-0 Product Requirements 01 6100-1 SECTION 01 6100 PRODUCT REQUIREMENTS F.Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. G.Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. H.Arrange storage of Products to permit access for inspection. Periodicallyinspect to verify Products are undamaged and are maintained in acceptable condition. 1.5PRODUCT SELECTION A.Provide products that comply with the requirements of the Contract Documents, that are undamaged and, unless otherwise noted, unused at the time ofinstallation. B.Provide products complete with accessories, trim, finish, safety guards and other devices and details needed for the installation and for the intended use and effect. C.Standard Products: Provide standard products of types that have been produced and used successfully in similar conditions on other projects. D.Proprietary Specification Requirements: Where only a single product or manufacturer is named, or where "No substitution" is indicated, provide the product indicated. No substitutions will be permitted. E.Semi-Proprietary Specification Requirements: Where two or more products or manufacturers are named, provide one of the products indicated. No substitutions will be permitted. F.Where products are specified by name, accompanied by the term "or approved equivalent", comply with provisions for "Substitutions" to obtain approval for use of an unnamed product. G.Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, without use of a brand name, furnish a product that provides the characteristics and otherwise complies with requirements. H.Performance Specification Requirements: Where Specifications stipulate compliance with performance requirements, provide products that comply and are recommended for the application. Manufacturer's recommendations may be contained in product literature, or by certification of performance. I.Visual Selection: Where requirements include the phrase "... as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, provide a product that complies with designated requirements. The Architect/Engineer will select color, pattern, and texture from the approved product line. J.Compliance with Standards: Where Specifications require compliance with a standard, select a product that complies with the standard specified. West High Restrooms Remodel 114156-0 Product Requirements 01 6100-2 SECTION 01 6100 PRODUCT REQUIREMENTS K.Visual Matching: Where Specifications require matching a sample, the Architect/Engineer'sdecision on whether a proposed product matches will be final. Where no product matches and complies with other requirements, comply with provisions for "Product Substitutions" for selection of a matching product in another category. 1.6PRODUCT OPTIONS A.Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description. B.Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C.Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article. 1.7SUBSTITUTIONS A.Request for substitutionsshall be governed by applicable provisions of the General Conditions and the Supplementary Conditions, in accordance with the stipulations specified governing Product Selection, and as specified. B.Request for changes in products, materials, equipment and methods of construction required by Contract Documents, proposed by the Contractor after award of the Contract, are considered requests for "Substitutions." The following are not considered substitutions: C.Substitutions requested by bidders during the bidding period, and accepted prior to award of Contract, are considered as included in the Contract Documents and are not subject to requirements specified in this Section for substitutions. D.Revisions to Contract Documents request by the Owner or Architect/Engineer. E.Specified options of products and construction methods included in Contract Documents. F.The Contractor's compliance with governing regulations and orders issued by governing authorities. G.Substitution Request Submittal: Requests for substitution will be considered if received within 30 days after commencement of the Work. Requests received more than 30 days after commencement of the Work may be considered or rejected at the discretion of the Architect/Engineer. H.Submit 3 copies of each request for substitution for consideration. Submit request in the form and in accordance with procedures required for Change Order proposals. I.Provide data including the product description, specifications,drawings, photographs, performance and test data adequate for evaluation of the request (including applicable UL and FM approval data) and identify the applicable portions of such data. Include related Project Specification Sections and Drawing numbers. Provide documentation showing compliance with the requirements for substitutions, and the following information, as appropriate and applicable: J.Proposed changes are in keeping with the general intent of Contract Documents. West High Restrooms Remodel 114156-0 Product Requirements 01 6100-3 SECTION 01 6100 PRODUCT REQUIREMENTS K.Request is timely, documented and properly submitted. L.Request is directly related to an "or approved equivalent" clause or similar language in the Contract Documents. M.Specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the specified product or method cannot be provided because of the Contractor's failure to pursue the Work promptly or coordinate activities properly. N.Specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. O.A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect/Engineer for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. P.Specified product or method of construction cannot be provided in a manner that is compatible with other materials, and the Contractor certifies that the substitution will overcome the incompatibility. Q.Specified product or method of construction cannot be coordinated with other materials, and the Contractor certifies that the proposed substitution can be coordinated. R.Specified product or method of construction cannot provide a warranty required by the Contract Documents, and the Contractor certifies that the proposed substitution will provide the required warranty. S.The Contractor's submittal and Architect/Engineer's review of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents do not, of themselves, constitute an acceptable or valid request for substitution, and the Architect/Engineer's action does not constitute approval of a substitution not otherwise properly requested. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 016100 West High Restrooms Remodel 114156-0 Product Requirements 01 6100-4 SECTION 017329 CUTTING AND PATCHING PART 1GENERAL 1.1SECTION INCLUDES A.Administrative and procedural requirements for cutting and patching. 1.2QUALITY ASSURANCE A.Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio. B.Operational and Safety Limitations: Do not cut and patch operating elements or safety-related components in a manner that would result in reducing their capacity to perform as intended, or results in increased maintenance, or decreased operational life or safety. C.Visual Requirements: Do not cut and patch construction exposed in occupied spaces in a manner that would, in the Architect/Engineer's judgment, reduce the building's aesthetic qualities or result in visual evidence of cutting or patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. PART 2PRODUCTS 2.1MATERIALS A.Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will be equivalent to or surpass that of existing materials. PART 3EXECUTION 3.1INSPECTION A.Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. 3.2PREPARATION A.Temporary Support: Provide temporary support of Work to be cut. B.Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C.Avoid interference with use of adjoining areas of interruption of free passage to adjoining areas. D.Take precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. West High Restrooms Remodel 114156-0 Cutting and Patching 017329-1 SECTION 017329 CUTTING AND PATCHING 3.3PERFORMANCE A.General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. B.Cut existing construction only where required to provide for installation of other components or performance of other construction activities, and perform the subsequent fitting and patching required to restore surfaces to their original condition. C.Cut masonry and concrete with water cooled, diamond blade machines. Dust must be kept at a minimum. Block off all passages of dust migration in area where working. Provide separate means of exhausting air from area using temporary ductwork and powered fans. Contain slurry during cutting operations and protect finished surfaces from stains. Remove slurry immediately and wash surfaces after cutting operations are complete. D.Execute cutting, fitting and patching to complete Work, and to: 1.Fit the several parts together, to integrate with other Work. 2.Provide openings in elements of Work for penetrations of mechanical and electrical Work. E.Execute Work by methods which will avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing. F.Restore Work with new Products in accordance with requirements of Contract Documents. G.Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. H.Maintain integrity of wall, ceiling, or floor construction; seal voids. I.Identify any hazardous substance or condition exposed during the Work to the Architect/Engineer for decision or remedy. J.Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. K.Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken portion containing the patch, after the patched area has received primer and second coat. 3.4CLEANING A.Clean areas and spaces where cutting and patching is performed or used as access. Remove paint, mortar, oils, putty and items of similar nature. Clean exposed piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 017329 West High Restrooms Remodel 114156-0 Cutting and Patching 017329-2 SECTION 017500 STARTING AND ADJUSTING PART 1 GENERAL 1.1SECTION INCLUDES A.Starting Systems. B.Demonstration and Instructions. C.Testing, Adjusting, and Balancing. 1.2STARTING SYSTEMS A.Coordinate schedule for start-up of various equipment and systems. B.Notify Architect/Engineer7 days prior to start-up of each item. C.Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or for other conditions which may cause damage. D.Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E.Verify wiring and support components for equipment are complete and tested. F.Execute start-up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions. G.When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. 1.3DEMONSTRATION AND INSTRUCTIONS A.Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion. B.Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. C.Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at agreed time, at designated location. D.Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. E.The amount of time required for instructions on each item of equipment and system is that specified in individual sections. West High Restrooms Remodel 114156-0 Starting and Adjusting 017500-1 SECTION 017500 STARTING AND ADJUSTING PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 017500 West High Restrooms Remodel 114156-0 Starting and Adjusting 017500-2 SECTION 01 7700 CONTRACT CLOSEOUT PART 1GENERAL 1.1SECTION INCLUDES A.Project closeout procedures. B.Substantial completion. C.Final acceptance. 1.2PROJECT CLOSEOUT PROCEDURES A.Project closeout includes the following activities: 1.Substantial Completion: Preparation for request of the Substantial Completion inspection, the inspection, and issuance of the Certificate of Substantial Completion. 2.Final Acceptance: Preparation for request of the Final Inspection, the final inspection, and issuance of the Notice of Acceptance. B.Substantial Completion may be for the entire project or, when approved by the Owner, for individual parts of the project that are substantially complete at different dates. 1.3SUBSTANTIAL COMPLETION A.Prior to requesting Owner's Substantial Completion inspection, complete the following and list known exceptions in request: 1.List incomplete work, value of incomplete work, and reasons for being incomplete for inclusion in "Certificate of Substantial Completion." 2.Advise Owner of pending insurance change-over requirements. 3.Submit specific warranties, workmanship/maintenance bonds, agreements, final certifications and similar documents. See Section 013300-Submittals. 4.Deliver tools, spare parts, extra stocks of materials, and similar physical items to Owner. 5.Complete final cleaning. B.Inspection Procedures: Upon receipt of Contractor's request, Owner will either proceed with inspection or advise Contractor of prerequisites not fulfilled. Following the inspection, the Owner will either prepare Certificate of Substantial Completion or advise Contractor of work which must be performed prior to issuance of certificate, and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial "punch list" for final acceptance. West High Restrooms Remodel 114156-0 Contract Closeout 01 7700-1 SECTION 01 7700 CONTRACT CLOSEOUT 1.4FINAL ACCEPTANCE A.Prior to requesting Owner's final inspection for certification of final acceptance and final payment, as required by General Conditions, complete the following: 1.Submit final payment request. 2.Submit copy of Owner's final punch list of work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance. 3.Submit project record documents, specified warranties, and operation and maintenance data, as required by specific Specifications Sections. 4.Submit proof, satisfactory to Owner, that taxes, fees and similar obligations of Contractor have been paid. Submit Iowa Department of Revenue and Finance "Contractor's Statement" (Form 35-002) for sales tax refund. 5.Submitproof to the Owner that all keys borrowed during the course of the project have been returned. 6.Submit TSB Payment, if applicable. 7.Submit release from the Iowa Department of Revenue if the Contractor is not a resident of the State of Iowa. B.Final Inspection Procedure: Upon receipt of Contractor's notice that the work has been completed, including punch list resulting from earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Owner will perform the Final Inspection. Upon completion of the Final Inspection, Owner will either prepare Certificate of Final Acceptance or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. C.Re-inspection Costs: Should the Owner be required to perform additional Final Inspections because of failure of work to comply with original certifications of Contractor, Contractor will compensate Owner for additional services and deduct amount paid from final payment to Contractor. PART 2PRODUCTS NOT USED PART 3EXECUTION NOT USED END OF SECTION 017700 West High Restrooms Remodel 114156-0 Contract Closeout 01 7700-2 SECTION 017800 CLOSEOUT SUBMITTALS PART 1 GENERAL 1.1SECTION INCLUDES A.Final Completion and Closeout Procedures. B.Final Cleaning. C.Adjusting. D.Project Record Documents. E.Operation and Maintenance Data. F.Warranties. G.Spare Parts and Maintenance Materials. 1.2FINAL COMPLETION ANDCLOSEOUT PROCEDURES A.Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Engineer's review. B.Provide submittals to Architect/Engineerthat are required by governing or other authorities. C.Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. Along with or prior to the submittal of the final Application for Payment submit the documents required in Section 011290-Payment Procedures. D.Refer to Section 01 3300 for electronic submittal procedures. 1.3FINAL CLEANING A.Execute final cleaning prior to final inspection. B.Clean equipment and fixtures with cleaning materials appropriate to the surface and material being cleaned. C.Clean debris from roofs, gutters, downspouts, and drainage systems. D.Clean site; sweep paved areas, rake clean landscaped surfaces. E.Remove project identification and signs, waste and surplus materials, rubbish, and construction facilities from the site. 1.4ADJUSTING A.Adjust operating Products and equipment to ensure smooth and unhindered operation. West High Restrooms Remodel 114156-0 Closeout Submittals 017800-1 SECTION 017800 CLOSEOUT SUBMITTALS 1.5PROJECT RECORD DOCUMENTS A.Maintain on site, one set of the following record documents; record actual revisions to the Work: 1.Drawings. 2.Specifications. 3.Addenda. 4.Change Orders and other modifications to the Contract Documents. 5.Reviewed Shop Drawings, Product Data, and Samples. 6.Manufacturer's instruction for assembly, installation, and adjusting. B.Ensure entries are complete and accurate, enabling future reference by Owner. C.Store record documents separate from documents used for construction. D.Record information concurrent with construction progress. E.Specifications: Legibly mark and recordat each Product section description of actual Products installed, including the following: 1.Manufacturer's name and product model and number. 2.Product substitutions or alternates utilized. 3.Changes made by Addenda and modifications. F.Record Documents and ShopDrawings: Clearly mark each item to record actual construction including: 1.Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2.Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3.Field changes of dimension and detail. 4.Details not on original Contract drawings. G.Submit documents to Architect/Engineer with claims for final Application for Payment. 1.6OPERATION AND MAINTENANCE DATA A.Submit data bound in 8-1/2 x 11 inch text pages, three D side ring binders with durable plastic covers. West High Restrooms Remodel 114156-0 Closeout Submittals 017800-2 SECTION 017800 CLOSEOUT SUBMITTALS B.Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project. C.Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D.Contents: Prepare a Table of Contents for each volume, with each Product orsystem description identified, typed on white paper, in three parts as follows: 1.Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers. 2.Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a.Significant design criteria. b.List of equipment. c.Parts list for each component. d.Operating instructions. e.Maintenance instructions for equipment and systems. f.Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. 3.Part 3: Project documents and certificates, including the following: a.Shop drawings and product data. b.Air and water balance reports. c.Certificates. d.Photocopies of warranties. 4.Submit one draft copy of completed volumes 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect/Engineer comments. Revise content of all documents as required prior to final submission. 5.Submit (2) sets of revised final volumes, within 20 days after finalinspection unless otherwise indicated in the Contract Documents. West High Restrooms Remodel 114156-0 Closeout Submittals 017800-3 SECTION 017800 CLOSEOUT SUBMITTALS 1.7WARRANTIES A.Provide notarized copies. B.Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers. C.Provide Table of Contents and assemble in three D side ringbinder with durable plastic cover. D.Submit prior to final Application for Payment. E.For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptanceas start of warranty period. 1.8SPARE PARTS AND MAINTENANCE MATERIALS A.Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification sections. B.Deliver to location as directed; obtain receipt prior to final payment. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 017800 West High Restrooms Remodel 114156-0 Closeout Submittals 017800-4 SECTION 01 7839 PROJECT RECORD DOCUMENTS PART 1GENERAL 1.1SECTION INCLUDES A.Storing record documents. B.Quality assurance. C.Recording changes in contract drawings. D.Recording changes in project manual. E.Recording changes in shop drawings and product data. F.Product sample submittal. 1.2STORING RECORD DOCUMENTS A.Following award of Contract, promptly secure from Architect, at no charge to Contractor, one complete set of all Documents comprising the Contract for recording of changes during construction. These documents shall not be used for construction purposes. B.Maintain one copy of the following at the project site: 1.Contract Drawings. 2.Project Manual. 3.Addenda. 4.Approved Shop Drawings, product data and product samples. 5.Request for Information (RFI). 6.Construction Change Directive (CCD). 7.Change Orders. C.Documents shall be available at all times for inspection by Architect/Engineer and Owner. 1.3QUALITY ASSURANCE A.Delegate the responsibility of maintenance of record documents to one person on the Contractor's staff. B.Accuracy of Records: 1.Thoroughly coordinate changes within the record documents, making adequate and proper entries on each page of the Specifications and each sheet of the Drawings and other documents where such entry is required to show the change properly. West High Restrooms Remodel 114156-0 Project Record Documents 01 7839-1 SECTION 01 7839 PROJECT RECORD DOCUMENTS 2.Accuracy of records shall be such that future searchesfor items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C.Make entries within 24 hours after receipt of information that the change has occurred. 1.4RECORDING CHANGES IN CONTRACT DRAWINGS A.Label each document "PROJECT RECORD" in 2-inch high letters printed in red ink. B.Keep record documents current. Legibly mark to record actual construction. C.Do not permanently conceal any work until required information has been recorded. 1.Document the location of all valves installed outsideof a building. a.The valve may be located by swing ties from easily identifiable and relatively permanent points on campus. Building corners are the preferred points, but light poles and street and sidewalk intersections are acceptable if building corners are not close or easily accessible. b.The valve(s) may also be located by use of north and east coordinates. These coordinates shall be based on the Iowa State Plane Coordinate System (South Zone) NAD27. D.Mark with red erasable pencil and, where feasible, use other colors to distinguish between variations in separate categories of work. E.Date all entries. F.Call attention to the entry by drawing a "cloud" around the area. G.Mark whichever drawing is most capable of showing "field" condition fully and accurately; however, where shop drawings are used for mark-up, record a cross-reference at corresponding location on working drawings. H.Document new information which is recognized to be of importance to the Owner, but was for some reason not shown on either Contract Drawings or Shop Drawings. I.Note related RFI or AIA Documents numbers where applicable. 1.5RECORDING CHANGES IN PROJECT MANUAL A.Label Project Manual "PROJECT RECORD" in 2-inch high letters printed in red ink. B.Keep record documents current. Legibly mark to record actual construction. C.Mark changes with red erasable pencil. West High Restrooms Remodel 114156-0 Project Record Documents 01 7839-2 SECTION 01 7839 PROJECT RECORD DOCUMENTS D.In each Section, indicate manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. E.Record changes made by RFI or AIA Documents. 1.6RECORDING CHANGES IN SHOP DRAWINGS AND PRODUCT DATA A.Document work that varies from approved submittals. B.Document variations in products as delivered to site and variations from manufacturer's instructions and recommendations for installation. C.Do not permanently conceal any work until required information has been recorded. D.Note related RFIs and AIA Documents and changes to Record Drawings and Specifications. 1.7PRODUCT SAMPLE SUBMITTAL A.Immediately prior to date(s) of Substantial Completion, Owner will meet with Contractor at site and determine which submitted samples are to be transmitted to Owner for record purposes. B.Comply with Owner's instructions for packaging, identification marking (including supplier, manufacturer, pattern, style, color and finish), and delivery to Owner's sample storage space. PART 2PRODUCTS NOT USED PART 3EXECUTION NOT USED END OF SECTION 017839 West High Restrooms Remodel 114156-0 Project Record Documents 01 7839-3 Division 22 Plumbing 22 Division SECTION 220500 COMMON WORK RESULTS FOR PLUMBING PART 1GENERAL 1.1SECTION INCLUDES A.The work shall include the furnishings of systems, equipment and materials specified in this Division and as called for on the Plumbing Drawings to include supervision, quality control, operation, methods and labor for the fabrication, installation, start-up and tests for the complete plumbing installation. The work shall also include the furnishing of necessary hoisting facilities to setmaterials and equipment in place and the furnishing of any scaffolding and transportation associated with this work. B.Examine the project site and become familiar with existing conditions which will affect the work. Review the drawings and specifications of other trades and take note of conditions to be created which will affect the work. All conditions shall be considered in the preparation of bids; no additional compensation will be made on the behalf of this Contractor. C.Provide labor necessary to demolish the existingplumbing system as shown on the drawings, as described in Part 3, Existing Conditions, or as required. D.Where noted on the drawings or where called for in other sections of the specification, the Contractor for this division shall install equipment furnished by others, and shall make required service connections. Verify with the supplier of the equipment the requirements for the installation. This contractor shall be responsible for the removal and installation of railings, piping, ductwork, louvers, etc. as required to install new equipment. 1.2DAMAGE A.The Contractor shall be responsible for damage to the work of other trades, or to the building and its contents, caused by equipment installation. 1.3PERMITS AND INSPECTIONS A.Obtain and furnish necessary permits and inspection certificates for material and labor furnished. Permits and certificates shall be obtained from the proper inspection authorities. The cost of permits, certificates and fees required in connection with the installationshall be borne by the Contractor, unless otherwise noted in the detailed contractual description preceding these specifications. Where applications are required for the procuring of utility services to the building, see that such application is properly filed with the utility, and that information required for such an application is presented to the extent and in the form required by the utility company. 1.4CODES AND STANDARDS A.Applicable provisions of the following codes and standards are hereby imposed on a general basis for the plumbing work (in addition to specific applications specified by individual work sections of these specifications): 1.ASHRAE/IES 90.1 -Code for Energy Efficiency 2.ANSI Pressure Piping Standards (B31) West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-1 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING 3.ASHRAE Safety Code for Mechanical Refrigeration (ANSI B9.1) 4.AWWA Standards 5.ASME Boiler and Pressure Vessel Code and State Boiler Code 6.National Electrical Code 7.Local and/or State Plumbing, Mechanical and Building Codes 8.Occupational Safety and Health Act (OSHA) 9.International Plumbing Code 10.International Mechanical Code 11.NFPA Standards and Pamphlets 12.International Energy Conservation Code B.If any work indicated on the drawings or specified herein conflicts in any way with any of the rules and regulations of the above authorities, the Contractor shall notify the Architect/Engineer in writing 72 hours before bids are opened. In the event the Contractor fails to notify the Architect/Engineer and changes are required by said conflicts, the Contractor shall make such changes as are required without additional cost to this Owner. C.Installations must be safe in every respect, and must not create a condition which will be harmful to building occupants; to operating, installing or testing personnel; to workmen; or to the public. The contractor for each installation shall be solely responsible for providing installations which will meet these conditions. If the Contractor believes that the installation will not be safe for all parties, report these beliefs in writing to the Architect/Engineer before any equipment is purchased or work is installed, giving recommendations. The Architect/Engineer will work out required changes and adjustments in contract price where adjustments arewarranted. 1.5DRAWINGS A.A complete set of drawings shall be on the site at all times. Prior to installing any of the work, check the drawings for dimensions and see that the work does not interfere with clearance required for ceilings, beams, foundations, finished columns, pilasters, partitions and electrical equipment as shown on the drawings and details. After work is installed and it develops that interferences occur which have not been called to the Architect/Engineer's attention before the installation, the Contractor shall, at his own expense, make such changes in his work as directed by the Architect/Engineer. B.The contract drawings for plumping work are in part diagrammatic, intended to convey the scope of work and indicate general arrangement and approximate sizes and locations of equipment and materials. Where job conditions require reasonable changes in indicated locations and arrangement, the Contractor shall make such changes as directed by the Architect/Engineer, without additional cost to the Owner. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-2 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING C.Because of the scale of the drawings, certain basic items such as pipe fittings, access panels, and sleeves may not be shown; but where such items are required by other sections of these specifications or where they are required by the nature of the work, they shall be furnished and installed. Rough-in dimensions and locations shall be verified with the supplier of equipment furnished by other trades, or by the Owner, prior to the time of roughing-in. D.Equipment specification may not deal individually with minute items required such as components, parts, controls and devices which may be required to produce the equipment performance specified, or as required to meet the equipment warranties. Where such items are required, they shall be included by the supplier of the equipment, whether or not specifically called for. E.The drawings and the specifications are cooperative and supplementary. It is the intent of both said drawings and specifications to cover all mechanical requirements in their entirety as nearly as possible. The Contractor shall closely check the drawings and specifications for any obvious errors or omissions and bring any such condition to the attention of the Architect/Engineer prior to the receipt of bids, in order to permit clarification by means of a mailed Addendum. If there is no question prior to the bid proposal date, the Architect/Engineer shall assume that the drawings and specifications are complete and correct and will expect the intent of said documents to be complied with, and the installation to be complete in all respects, according to said intent. F.Locate equipment which must be serviced, operated or maintained in fully accessible positions. Minor deviations from the contract drawings may be made to allow for better accessibility, but changes of magnitude, or which involve extra cost, shall not be made without prior approval. Ample space shall be allowed for removal of parts that may require replacement or service in the future. G.All valves, etc. shall be accessible for maintenance purposes. Locate items carefully and coordinate with other trades so that each piece of equipment is accessible and functional. Items located above a non-accessible ceiling, chase, or soffit shall be accessible through an access door. Coordinate location of access doors with the general contractor. 1.6RESPONSIBILITY A.The Contractor's responsibility shall not end with the installation and connecting of the various apparatus. It shall include the services of an experienced superintendent, who shall be constantly in charge of the work, together with the qualified journeymen, helpers and laborers required to properly unload, install, connect, adjust, start, operate and test the work involved, including equipment and materials furnished by other trades or by the Owner, until such time as the entire plumbing installation functions properly in every detail. 1.7COORDINATION A.Coordinate the work with other trades prior to installation. B.No pipingor equipment foreign to the electrical equipment or architectural appurtenances shall be run over the top of any electrical panels or electrical equipment, in accordance with NEC 110-16 and 384- 4. This does not prohibit sprinkler protection for the installation. C.The determination of quantities of material and equipment required shall be made from the drawings. Schedules on the drawings and in the specifications are completed as an aid, but where discrepancies arise, it shall be the Contractor's responsibility to provide the required quantity. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-3 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING D.Where the specifications state that equipment shall be furnished, installed or provided, it shall be understood to mean this Contractor shall furnish and install completely, unless it is specifically stated that the equipment is to be furnished and installed by others. E.The Architect/Engineer reserves the right to determine space priority of the contractors in the event of interference between the piping and equipment of the various contractors. Conflicts between the drawings and specifications, or between requirements set forth for the various trades, shall be called to the attention of the Architect/Engineer. If clarification is not asked for prior to the taking of bids, it will be assumed that none is required, and that the Contractor has submitted his bid in conformance with plans and specifications as issued and that no interference exists. 1.8GUARANTEE AND MAINTENANCE A.Materials and equipment shall be guaranteed to be free from defects and to be new equipment; no secondhand, used or salvaged equipment will be allowedexcept where specifically identified on the plans.The Owner's existing equipment which is to be relocated or reinstalled under this contract shall be refurbished, cleaned and repaired, and made subject to the guarantee and maintenance as herein specified, unless specifically noted otherwise. B.Keep the entire portion of the work in repair, without additional cost to the Owner, so far as defects in workmanship, apparatus, material or construction are concerned for one (1) year from the date of final acceptance,except as otherwise specified herein. C.Equipment, which fails to meet performance ratings as specified and shown on the drawings, shall be removed and replaced by new equipment that meets the specified requirements, without additional cost to the Owner. D.Materials and workmanship shall be subject to the review of the Architect/Engineer, in whose presence various tests shall be made as required by these specifications. PART 2PRODUCTS 2.1SUBMITTALS A.Submit shop drawings and catalog data for plumbingequipment as called for in Division 1. B.Submittal data for plumbing equipment shall consist of shop drawings and/or catalog cuts showing technical data necessary to evaluate the material or equipment to include dimensions, wiring diagrams, performance curves, rating, control sequence, and other descriptive data necessary to describe fully the item proposed and its operating characteristics. Shop drawings shall be submitted on equipment and materials as required by the specifications. C.Approval of materials,including alternate or substitute items, shall be obtained in writing from the Architect/Engineer, verbal approval will not be considered binding. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-4 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING D.Shop drawings shall be submitted and shall have been signed, checked, approved, and initialed by the Contractor prior to submittal to the Architect/Engineer. The Architect/Engineer will review shop drawings to aid in interpreting the plans and specifications, and will in so doing assume that the shop drawings conform to specified requirements set forth in this specification. The approval of the shop drawing by the Architect/Engineer does not relieve the Contractor of the responsibility of complying with elements of the specification. The name of the job, Architect/Engineer, location, and specification section shall appear on all pages of shop drawings. Equipment marks (such as SP-1) shall be indicated for each item. E.At the completion of the job, furnish two(2) copies of parts lists, operating and maintenance instructions, and manuals organized and bound, in three books. F.At the completion of the project, prepare and submit to the Owner record drawings showing the location of piping. Drawing shall give accurate dimensions of such equipment for future use by the Owner. This drawing shall be submitted as soon as work is completed and before authorization of final payment. 2.2SUBCONTRACTORS AND MATERIALS A.Submit to the Architect/Engineer for review, when requested, a list of subcontractors, materials and equipment proposed to be used. The list must be reviewed by the Architect/Engineer before this Contractor may enter into any subcontractual agreement. Equipment, materials, and devices, etc. shall be subject to the review of the Architect/Engineer, whether or not said items are herein specified. 2.3STANDARDS OFMATERIALS AND WORKMANSHIP A.Materials shall be new, complete with manufacturer's guarantee or warranty, and shall be as listed by Underwriters Laboratories (UL), Inc., Air Movement and Control Association (AMCA), American Gas Association (AGA), Air Conditioning and Refrigeration Institute (ARI), etc., if a standard has been established by that agency for the type of material. B.Materials shall also comply with applicable standards of the National Electrical Manufacturer's Association, National Board of Fire Underwriters, National Fire Protection Association, National Safety Council, National Bureau of Standards, the National Electrical Code and the Williams-Steiger Occupational Safety and Health Act of 1970. Such standards are hereby made a part of these specifications. C.Work shall be performed by workmen skilled in the particular craft, shall be executed in a workmanlike manner, and shall present a neat mechanical appearance when completed. Align, level and adjust equipment for satisfactory operation, and install so that connecting and disconnecting of piping and accessories can be made readily and so that parts are easily accessible for inspection, operation and maintenance. Methods and techniques of installation shall be subject to the review of the Architect/Engineer. D.Materials shall be the standard product of a reputable manufacturer regularly engaged in the manufacture of the specific product. Materials of the same type of class shall be the products of one manufacturer. For example, roof and floor drainsshall be from the same manufacturer. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-5 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING E.Materials shall be protected from damage, and stored indoors or protected from the weather at all times, unless other storage arrangements are approved by the Architect/Engineer. F.Bearing lubrication fittings shall be as recommended by the manufacturer and shall be extended, where necessary, to an accessible location. G.Material and equipment shall be installed in strict accordance with the manufacturer's recommendations. 2.4MATERIAL SUBSTITUTIONS A.Proposals as submitted shall be based on the products specifically named in the specification or on the drawings. Material or equipment by manufacturers other than those specified may be used only by permission of the Architect/Engineer. Such permission for substitution must be requested, in writing, in accordance with Division 1. B.The Architect/Engineer reserves the sole right for the approval of proposed material or equipment, and the phrase, "or approved equivalent", used in these specifications, or on the drawings, shall be interpreted to mean an equivalent approved by the Architect/Engineer. C.Changes required by alternate equipment shall be made at no additional cost to the Owner; and costs incurred by other trades, public utilities or the Owner, as a result of the use of such equipment, shall be the responsibility of the Contractor. D.Furnish to the Architect/Engineer, when requested, samples of proposed material or equipment substitutions. These samples shall remain with the Architect/Engineer as long as needed. E.Identify the differences in alternate material or equipment as compared to that specified, and indicate the benefits to the project as a result of selecting the alternative. F.The Architect/Engineer reserves the right to refuse approval of equipment which does not meet the specification, in their opinion, or of equipment for which no local experience of satisfactory service is available. The Architect/Engineer further reserves the right to reject equipment for which maintenance service and the availability of replacementparts is questionable. 2.5JOINING MATERIALS A.Refer to individual Division23 piping Sections for special joining materials not listed below. B.Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents. 1.ASMEB16.21, nonmetallic, flat, asbestos-free, 1/8-inch(3.2-mm)maximumthickness unless thickness or specific material is indicated. a.Full-Face Type: For flat-face, Class125, cast-iron and cast-bronze flanges. b.Narrow-Face Type: For raised-face, Class250, cast-iron and steel flanges. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-6 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING 2.AWWAC110, rubber, flat face, 1/8 inch(3.2 mm)thick, unless otherwise indicated; and full- face or ring type, unless otherwise indicated. C.Flange Bolts and Nuts: ASMEB18.2.1, carbon steel, unless otherwise indicated. D.Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated. E.Solder Filler Metals: ASTMB32, lead-free alloys. Include water-flushable flux according to ASTMB813. 2.6DIELECTRIC FITTINGS A.Dissimilar metal piping fittings: Use Victaulic Style 47 dielectric waterway or equivalent by Anvil. No dielectric fittings shall be used." 2.7MECHANICAL SLEEVE SEALS A.Description: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve. 1.Manufacturers: a.Advance Products & Systems, Inc. b.Calpico, Inc. c.Metraflex Co. d.Pipeline Seal and Insulator, Inc. 2.Sealing Elements: EPDMinterlocking links shaped to fit surface of pipe. Include type and number required for pipematerial and size of pipe. 3.Pressure Plates: Carbon steel.Include two for each sealing element. 4.Connecting Bolts and Nuts: Carbon steel with corrosion-resistant coatingof length required to secure pressure plates to sealing elements. Include one for each sealing element. 2.8SLEEVES A.Galvanized-Steel Sheet: 0.0239-inch(0.6-mm)minimum thickness; round tube closed with welded longitudinal joint. B.Steel Pipe: ASTMA53, TypeE, Grade B, Schedule40, galvanized, plain ends. C.Cast Iron: Cast or fabricated"wall pipe"equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. D.Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-7 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING 1.Underdeck Clamp: Clamping ring with set screws. 2.9ESCUTCHEONS A.Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening. B.One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish. C.One-Piece, Cast-Brass Type: With set screw. 1.Finish: Polished chrome-plated and rough brass. D.Split-Casting, Cast-Brass Type: With concealed hinge and set screw. 1.Finish: Polished chrome-plated and rough brass. E.One-Piece, Stamped-Steel Type: With set screw or spring clipsand chrome-plated finish. F.Split-Plate, Stamped-Steel Type: With concealed hinge, set screw or spring clips, and chrome-plated finish. G.One-Piece, Floor-Plate Type: Cast-iron floor plate. H.Split-Casting, Floor-Plate Type: Cast brass with concealed hinge and set screw. 2.10GROUT A.Description: ASTMC1107, GradeB, nonshrink and nonmetallic, dry hydraulic-cement grout. 1.Characteristics: Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. 2.Design Mix: 5000-psi(34.5-MPa),28-day compressive strength. 3.Packaging: Premixed and factory packaged. PART 3EXECUTION 3.1EXISTING CONDITIONS A.Examine the existingbuildings and grounds and become familiar with the conditions as they exist, or that will in any manner affect the work under this contract. No allowance will be made subsequently, in this connection, on behalf of the Contractor for any error or negligence by the Contractor. B.Existing equipment, such as duct or pipe, in or on the existing building and grounds which is to be replaced, or which interferes in any way with the remodeling of the existing facilities and/or installation of new equipment, shall be removed from the premises or relocated by this Contractor, as directed by the Architect/Engineer. Do not remove from the premises, any equipment that may have maintenance value to the Owner without permission of the Owner. Equipment, duct or pipe not to be reused shall be removed from the premises, unless otherwise noted herein or shown on the drawings. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-8 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING C.Where existing equipment is removed or changed, all duct and pipe no longer in service shall be removed and stubsplugged as directed by the Architect/Engineer. Building surfaces damaged and openings left by removal of equipment shall be repaired by the proper trades and paid for by this Contractor, unless otherwise noted on the drawings. The cutting and fitting shall be done by this Contractor. The cutting of floor, ceiling or wall surfaces shall be done by this Contractor with extreme care, in order to avoid any disrupting or damage of existing utility services which may be encountered. Coordinate with other trades and with the General Contractor, to minimize the damage to the building in order to reduce the amount of patching required. D.Where new openings are cut and concealed piping is encountered, such items shall be removed or relocated as required. Where systems to be removed stub through floors, walls or ceilings, openings shall be patched so that no evidence of the former installation remains. E.Existing active services (water, gas, sewer, electric), when encountered, shall be protected against damage. Do not prevent or disturb operation of active services that are to remain. If active services are encountered which require relocation, make request to authorities with jurisdiction for determination of procedures. Where existing services are to be abandoned,they shall be terminated in conformance with requirements of the utility or municipality having jurisdiction. F.The location, size and elevation of underground utilities shown on the drawings are in accordance with data supplied by the Owner and/or the various utility companies. The Contractor shall verify this data and shall report any discrepancies to the Architect/Engineer before submitting his bid. 3.2INTERRUPTION OF SERVICE A.Changes in service shall be made so as to provide a minimum of interference with the operation of services in the building. When changes require shutdown of building services, notify the proper building authorities no less than 24hours in advance and obtain approval from these authorities before making changes. Such notices shallgive duration and nature of shutdown. Temporary arrangements shall be approved by the Architect/Engineer and/or Owner. B.Any and all interruptions to building services shall be in accordance withDivision 1. 3.3PIPING SYSTEMS -COMMON REQUIREMENTS A.Installpiping according to the following requirements and Division22Sections specifying piping systems. B.Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to sizepipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. C.Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. D.Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. E.Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-9 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING F.Install piping to permit valve servicing. G.Install piping at indicated slopes. H.Install piping free of sags and bends. I.Install fittings for changes in direction and branch connections. J.Install piping to allow application of insulation. K.Select system components with pressure rating equal to or greater than system operating pressure. L.Install escutcheons for penetrations of walls, ceilings, and floors according to the following: 1.New Piping: a.Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type. b.Chrome-Plated Piping: One-piece, cast-brass type with polished chrome-plated finish. c.Insulated Piping: One-piece, stamped-steel type with spring clips. d.Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. e.Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, stamped- steel type. f.Bare Piping at Ceiling Penetrations in Finished Spaces: Split-casting, cast-brass type with chrome-plated finish. g.Bare Piping at Ceiling Penetrations in Finished Spaces: Split-plate, stamped-steel type with concealed hinge and set screw. h.Bare Piping in Unfinished Service Spaces: Split-casting, cast-brass type with rough- brassfinish. i.Bare Piping in Unfinished Service Spaces: Split-plate, stamped-steel type with concealed or exposed-rivet hinge and set screw or spring clips. j.Bare Piping in Equipment Rooms: Split-casting, cast-brass type. k.Bare Piping in Equipment Rooms: Split-plate, stamped-steel type with set screw or spring clips. l.Bare Piping at Floor Penetrations in Equipment Rooms: Split-casting, floor-plate type. M.Sleeves are not required for core-drilled holes. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-10 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING N.Permanent sleeves are not required for holes formed by removable PE sleeves. O.Install sleeves for pipes passing through concrete and masonry walls and concrete floor and roof slabs. P.Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs. 1.Cut sleeves to length for mounting flush with both surfaces. a.Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches(50mm)above finished floor level. Extend cast-ironsleeve fittings below floor slab as required to secure clamping ring if ring is specified. 2.Install sleeves in new walls and slabs as new walls and slabs are constructed. 3.Install sleeves that are large enough to provide 1/4-inch(6.4-mm)annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials: a.SteelPipe Sleeves: For pipes smaller than NPS6(DN150). b.Steel Sheet Sleeves: For pipes NPS6(DN150)and larger, penetrating gypsum- board partitions. c.Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing. Secure flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to 2 inches(50mm)above finished floor level. 1)Seal space outside of sleeve fittings with grout. 4.Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using joint sealants appropriate for size, depth, and location of joint. Q.Underground, Exterior-Wallor FloorPipe Penetrations: Install cast-iron "wall pipes"for sleeves. Seal pipe penetrations using mechanical sleeve seals. Select sleeve size to allow for 1-inch(25-mm) annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1.Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. R.Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. S.Verify final equipment locations for roughing-in. T.Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-11 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING 3.4PIPING JOINT CONSTRUCTION A.Join pipe and fittings according tothe following requirements and Division23 Sections specifying piping systems. B.Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. C.Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. D.Soldered Joints: Apply ASTMB813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTMB828 or CDA's "Copper Tube Handbook,"using lead-free solder alloy complying with ASTMB32. E.Threaded Joints: Threadpipe with tapered pipe threads according to ASMEB1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1.Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. 2.Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds. 3.5PIPING CONNECTIONS A.Make connections according to the following, unless otherwise indicated: 1.Install unions, in piping NPS2(DN50)and smaller, adjacent to each valve and at final connection to each piece of equipment. 2.Install flanges, in piping NPS2-1/2(DN65)and larger, adjacent to flanged valves and at final connection to each piece of equipment. 3.6OPENINGS, CUTTING, AND PATCHING A.The General Contractor shall coordinate the placing of openings in the new structure, as required for the installation of the mechanical work. B.Furnish to theGeneral Contractor the accurate locations and sizes for required openings. This shall not relieve this Contractor of the responsibility of checking to assure that proper size openings are provided. When additional patching is required due to this Contractor's failure to inspect this work, this Contractor shall make arrangements for the patching required to properly close the opening, to include patch painting. This Contractor shall pay any additional cost incurred in this respect. C.When cutting and patching of the structure is made necessary due to this Contractor's failure to install piping, ducts, sleeves or equipment on schedule, or due to this Contractor's failure to furnish, on schedule, the information required for the leaving of openings, it shall be this Contractor's responsibility to make arrangements for this cutting and patching. This Contractor shall pay any additional cost incurred in this respect. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-12 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING D.Provide cutting and patching and patch painting in the existing structure, as required for the installation of the work. Furnish lintels and supports as required for openings. Cutting of structural support members will not be permitted without prior approval of the Architect/Engineer. Extent of cutting shall be minimized. Use core drills, power saws or other machines which will provide neat, minimum openings. Patching shall match adjacent materials and surfaces and shall be performed by craftsmen skilled in the respective craft required. 3.7EXCAVATION AND BACKFILL A.SeeDivision 31for requirementsfor trench excavation, backfill, and compaction. 3.8CONCRETE AND MASONRYWORK A.Concrete bases and pads for mechanical equipment will be furnished by General Contractor. This Contractor shall coordinate size.Size bases to extend minimum of 4"beyond equipment base in any direction, and 4"above finished floor elevation. Construct of reinforced concrete, roughen floor slab beneath base for bond, and provide steel rod anchors between floor and base. Locate anchor bolts using equipment manufacturer's templates. Chamfer top and edge corners. B.Furnish equipment anchor bolts and be responsible for their proper installation and accurate location. 3.9ROOF OPENINGS A.Roof openings required by this Contractor that are not shown on the Structural or Architectural Drawings shall be cut and (if necessary) reinforced by the GC. B.Roof penetrations for duct and piping shall be through curbed roof openings. Equipment supports shall be by curbed and flashed runners meeting current National Roofing Contractor Association (NRCA) standards and details. Pitch pockets, pitch pans, and wood blocking are not acceptable. C.All roof work shall be completed such that it does not void any existing roof warranty. 3.10PAINTING A.The finish of any item that has been marred, scratched or damaged in any way by this Contractor shall be repainted at the expense of this Contractor, and to the satisfaction of the Architect/Engineer and the Owner. B.Painting and finishing of exposed mechanical systems including piping and duct shall be as shown on the drawings and in DIVISION 9 -FINISHES. 3.11CLEANING A.Keep the premises clean of all debris, caused by the work as described in DIVISION 1 B.Keep the premises clean of all debris caused by the work at all times, and keep materials stored, in areas designated by the Owner, in such a manner as not to interfere with the progress of the work of other Contractors or with the operation of existing facilities. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-13 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING C.At the conclusion of the construction, the site shall be thoroughly cleaned of all rubble, debris and unused material and shall be left in good order. Closed off spaces shall be cleaned of waste such as material, cartons, and wood frame members used in the construction. 3.12WIRING FOR MECHANICAL EQUIPMENT A.The electricalcontractor will provide power to and connection of motors and equipment furnished by this Contractor. Where disconnect switches are not specified to be furnished with the equipment, the electricalContractor will furnish disconnect switches for equipment furnished by this Contractor. B.Provide integral wiring, alarm wiring, control wiring, temperature control wiring and interlock wiring for equipment furnished, whether or not such wiring is furnished by the equipment vendor. C.Except where other Sections call for starters to be furnished by manufacturers as part of their equipment, the electricalcontractor will furnish motor starters for motors furnished by this Contractor. D.Furnish to the electricalcontractor, shop drawings and a schedule for motors and other mechanical equipment furnished, which require electrical services. The schedule shall include the locations for rough-ins, electrical loads, size, and electrical characteristics for services required. E.Additional costs incurred, where motors or equipment furnished by this Contractor require larger services or services of different electrical characteristics than those called for on the Electrical Drawings, due to the Contractor furnishing substitute equipment, shall be paid for by this Contractor. F.Review the Electrical Drawings and call to the attention of the Architect/Engineer, prior to bidding, omissions of electrical services required for equipment. G.Mechanical equipment which requires fuse protection, to maintain UL listing, shall be coordinated with the electricalcontractor to provide such protection. 3.13PROTECTION A.Special care shall be taken for the protection of equipment furnished by this Contractor. Equipment and material shall be protected from elements such as weather, painting and plastering until the project is completed. Damage from rust, paint or scratches shall be repaired as required to restore equipment to original condition. B.Protection of equipment during the plastering and painting of the building shall be the responsibility of the contractor performing that work, but this shall not relieve this Contractor of the responsibility of checking to assure that adequate protection is being provided. C.Where the installation or connection of equipment requires this Contractor to work in areas previously finished by other contractors, this Contractor shall be responsible that such areas are protected and are not marred, soiled or otherwise damaged during the course of such work. This Contractor shall arrange with the other contractors for repairing and refinishing of such areas which may be damaged. West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-14 SECTION 220500 COMMON WORK RESULTS FOR PLUMBING D.When heavy materials must be placed upon or transported over the roof deck, sheeting shall be placed to distribute the weight and support such materials. Any damage shall be immediately corrected at no cost to the Owner. 3.14ASBESTOS IDENTIFICATION AND CONTROL A.In the event that suspected asbestos containing material (ACM) is encountered during the course of the work, cease operations in the immediate area and promptly notify the Architect/Engineer. Suspected materials will then be sampled and analyzed by the Owner. Should ACM be identified, the Owner's Representative will direct the procedures for abatement, either by subcontract to the Contractor or separate contractor. During abatement operations, cease operations in the immediate area of the abatement. Operations in other areas of the project may be performed, but care must be taken to control dust to avoid contamination of the abatement containment or air monitoring samples. The Contractor shall coordinate activities with the asbestos abatement contractor. Should no ACM be identified, operations may be resumed. Delays caused by identification, analysis or abatement may be added to the time of the contract, at the discretion of the Architect/Engineer by Change Order. 3.15NOISE AND VIBRATION A.Be responsible for the installation of all equipment in such a manner as to control the transmission of noise and vibration from any installed equipment or system, so that the sound level does not exceed NC35 in any occupied space. Be responsible for the correction of any objectionable noise in any occupied area due to improperly installed equipment. 3.16TESTS AND DEMONSTRATIONS A.Systems shall be tested and placed in proper working order prior to demonstrating systems to the Owner. B.Prior to acceptance of the mechanical installation, demonstrate to the Owner or his designated representatives essential features and functions of all systems installed, and instruct the Owner in the proper operation and maintenance of such systems. C.Furnish the necessary trained personnel to perform the demonstrations and instructions, and arrange to have the manufacturer's representatives for the system present to assist with the demonstrations. The Owner and Contractor shall each sign a certification stating that the training has been performed and the Owner accepts same. END OF SECTION 220500 West High Restrooms Remodel 114156-0 Common Work Results for Plumbing 220500-15 SECTION 22 0519 METERSAND GAUGESFOR PLUMBING PIPING PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, labor, and supervision necessary to install thermometers and gauges. 1.2QUALIFICATIONS A.Thermometers: Weiss A-78-23-1/2. Ashcroft, U.S. Gauge or Trerice. B.Gauges:Trerice 600CB for water,with lever handle union cocks. Ashcroft, U.S. Gaugeor Weiss. C.All equipment in contact with potable water shall be verified compliant with 0.25% weighted average Pb content regulations. 1.3SUBMITTALS A.Submit manufacturer's product data B.Submit manufacturer's installation data. PART 2PRODUCTS 2.1THERMOMETERS A.9 in. "Adjust-Angle" industrial thermometer, complete with double thick glass front, red reading mercury, separable socket and arranged so the unit can be setat any required angle front to back or left to rightduring or after installation. B.Range 1.32° F -160° F for domestic hot watersystem 2.2GAUGES A.4-1/2 in. compound pressure vacuum gauge, aluminum case,white dial, 1/4-in. male NPT. B.Range. 1.Domestic hot water recirculation:0to 15psipressure. 2.3THERMOMETER WELLS A.Provide thermometer wells constructed of brass or stainless steel, pressure rated to match piping system design pressure. Provide 2" extension for insulated piping. Provide cap nut with chain fastened permanently to thermometer well. B.Manufacturer: Same as thermometers. West High Restrooms Remodel 114156-0 Meters and Gauges for Plumbing Piping 22 0519-1 SECTION 22 0519 METERSAND GAUGESFOR PLUMBING PIPING PART 3EXECUTION 3.1INSTALLATION A.Install thermometers in discharge piping of water heaters and at other points as shown on the Drawings. END OF SECTION 22 0519 West High Restrooms Remodel 114156-0 Meters and Gauges for Plumbing Piping 22 0519-2 SECTION 22 0523 VALVES PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, labor, and supervision necessary to install valves as indicated on drawings and in schedules, and herein specified. B.Valves of the same type shall be of a single manufacturer. Valves shall conform to ANSI standard dimensions. 1.2SUBMITTALS A.Submit detailed Product Data clearly indicating manufacturer, model, size, dimensions and pressure rating. B.Submit valve schedule, indicting valveID, type, size and intended service and location. 1.3PACKAGING A.Valves shall be furnished or provided with protective packaging to prevent damage during shipping or on the job site. 1.4DEFINITIONS 1.S.P.-Saturated Steam Pressure 2.W.P.-Working Pressure 3.W.O.G. -Water, Oil, Gas Pressure 4.BR.-Bronze 5.M.S.S.-Manufacturer's Standardization Society of the Valve and Fitting Industry, Inc. PART 2PRODUCTS 2.1MANUFACTURERS A.Subject to compliance with requirements, provide products manufactured by one of the following, as listed for each valve type, or Engineer-approved equivalent. Valve TypeApproved Manufacturer Ball ValvesWatts, Conbraco, Apollo, Hammonds 2.2GENERAL A.Materials: Discs, gaskets, packings, seats, diaphragms and lubricants shall conform to recommendations of the valve manufacturer for the intended use. West High Restrooms Remodel 114156-0 Valves 22 0523-1 SECTION 22 0523 VALVES B.All valves in contact with potable water shall be verified compliant with 0.25% weighted average Pb content regulations. C.Body materials, unless otherwise stated: 1.Bronze: 125-150 lbs., ASTMB62 2.4BALL VALVES A.2 in. and smaller: ASTM B584forged brass or bronze body,3-piece, full port, stainless steel ball, screwed or soldered ends with teflon seats and seals, blow out proof stem, tee or lever handle. PART 3EXECUTION 3.1VALVE LOCATIONS -GENERAL A.Unlessotherwise noted, shutoff valves shall be provided at all equipment connections (supply and return where applicable) for the following piping: water and drain lines. B.Install isolation valves at each branch off of horizontal mains and vertical risers, including run-outs to gang fixtures. 3.2INSTALLATION INSTRUCTIONS A.Follow the manufacturer's recommended installation instructions concerning soldering, silver brazing, welding, threading, and installation of flanged valves in order to prevent damage to the valve and assure its maximum efficiency. Additional specific installation requirements are as follows: 1.Thread pipe for threaded valves to standard length only, using new block dies. 2.Put pipe compound on the pipe end, not into the valve threads. Securely screw pipe and valve together. 3.Blow out or otherwise thoroughly clean pipe sections before they are installed. 4.Close valve before installation. 5.Secure and adjust valves for no leaks and for easy operation. 6.Install valves with stems horizontal or vertical above the pipe and square with building construction. 7.Install valves so piping does not place a stress or strain on the valve body. 8.Install extended-stem valves where insulation is indicated. Stems shall be extended such that the handle moves freely without contact with the insulation. 9.Install drain valves at low points of piping, at each mechanical equipment item, and elsewhere, where indicated. West High Restrooms Remodel 114156-0 Valves 22 0523-2 SECTION 22 0523 VALVES 10.Locate valves, cock, and hose bibbs to allow easy accessibility for operation, maintenance and repair. 3.4FIXTURE SUPPLY STOPS A.All fixture supply stop valves shall be 1/4 turn. 3.5VALVE SCHEDULE Valve TypeService Ball -All SizesWater for piping systems; domestic cold water, hot, and recirculating systems; for operation up to 200 psi at 500F. END OF SECTION 22 0523 West High Restrooms Remodel 114156-0 Valves 22 0523-3 SECTION 22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, labor and supervision necessary to install pipe hangers and supports. B.Pipe support systems shall secure pipes in place, prevent pipe vibration, provide vertical adjustment for maintaining required grades, and provide for expansion and contraction. C.Where supports are attached to concrete or other structural members, care shall be taken to prevent damage or weakening of the structural members. D.Where concrete inserts are to be used, it shall be this Contractor's responsibility to accurately locate and attach inserts to concrete forms. 1.2REFERENCES A.American National Standards Institute, ANSI: 1.ANSI B31.9: Building Services Piping. B.Manufacturers Standardization Society of the Valve and Fittings Industry, MSS, 1815 North Fort Myer Drive, Arlington, VA 22209. 1.MSS SP-58: Pipe Hangers and Supports -Materials, Design and Manufacturer. 2.MSS SP-69: Pipe Hangers and Supports -Selection and Application. 1.3SUBMITTALS A.Submit manufacturer's product data. PART 2PRODUCTS 2.1HANGERS AND SUPPORTS A.Hangers and support devices shall be Anvil International Inc., Tolco, Fee and Mason, Michigan, B- Line or approved equivalent. Figure numbers based on Anvil. PART 3EXECUTION 3.1INSTALLATION -HORIZONTAL PIPE SUPPORTS A.Hanger rods for steel, wrought iron and brass pipe shall be installed in accordance with MSS SP-69 Tables 3 and 4 and the following schedule: Pipe SizeRod DiameterMaximum Spacing Up to 1 ¼"3/8"7'-0" 1 ½" and 2"3/8"9'-0" 2"3/8"10'-0" West High Restrooms Remodel 114156-0 Hangers & Supports for Plumbing Piping & Equipment 22 0529-1 SECTION 22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT Pipe SizeRod DiameterMaximum Spacing 2½", 3" and 3 ½"½"10'-0" 4" and 5"5/8"12'-0" B.Hanger rods for copper pipe and tube shall be installed in accordance with MSS-SP-69 Tables 3 and 4 and the following schedule: Pipe SizeRod DiameterMaximum Spacing ½" and ¾"3/8"5'-0" 1"3/8"6'-0" 1 ¼"3/8"7'-0" 1 ½"3/8"8'-0" 2"3/8"8'-0" 2 ½"1/2"9'-0" 3", 3 ½", and 4"1/2"10'-0" C.Support horizontal cast iron soil pipe with two hangers for each pipe length. Locate hangers close to couplings. D.Additional support may be required to meet building structural loading requirements. E.In addition to the above specified spacings, install additional hangers at change in pipe direction and at concentrated loads, large valves and strainers. F.Where more thanone pipe is to be run parallel together, they may be supported on trapeze type hangers. Trapeze bar angles and hanger rods shall be of sufficient size to support the particular group of pipes. Trapeze hanger spacing shall be based on the smallest pipe onthe rack. When hanging from light gauge metal trusses, coordinate pipe hanger spacing and hanger rod connection points with the truss manufacturer. G.For suspending hanger rods from brackets attached to walls, use welded steel brackets; Fig. 194 for loads up to 750 lbs; Fig. 195 for loads up to 1500 lbs; Fig 199 for loads up to 3000 lbs. H.Where pipes are to be racked along walls, use "Unistrut" pipe racks or 12 gauge steel strut channel, 1-5/8" x 1-5/8" minimum. I.Attach all pipe hangers from support rods using double locknuts tightened to prevent loosening. 3.2INSTALLATION -VERTICAL PIPE SUPPORTS A.Support vertical steel, wrought iron, cast iron, copper and brass pipe at every floor line. B.In addition to the above, support vertical pipes at base of riser with hanger located on horizontal connection close to riser. C.Where pipe sleeves extend above floor, place pipe clamps at ceiling below and support clamp extensions from inserts or other approved attachment. West High Restrooms Remodel 114156-0 Hangers & Supports for Plumbing Piping & Equipment 22 0529-2 SECTION 22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 3.3PIPE ATTACHMENTS A.For horizontal steel and wrought iron pipe, use carbon steel adjustable clevis hanger, Fig. 260. For floor support or support directly above steel beams, use pipe roll stand, Fig. 177. B.For horizontal copper pipe and tube, use copper-plated malleable iron split pipe ring with turn buckle adjuster, Figs. CT-109 and 114 combined. C.When thermal expansion for horizontal pipe is in excess of ½" axially, use adjustable swivel pipe roll, Fig. 174, or pipe roll stand, Fig. 177. D.For horizontal cast iron soil pipe, use clevis hanger, Fig. 260. E.For vertical, steel, wrought iron and cast iron pipe, use extension pipe clamps, Fig. 261. F.For vertical copper pipe and tube, use copper-plated extension pipe clamp, Fig. CT-121 or Fig. CT-121C. 3.4INTERMEDIATE ATTACHMENTS A.Hanger rods: use carbon steel single or double end threaded, Figs. 140, 141, 253, 254 as required. Continuous threaded rod: Fig. 146 may be used wherever possible. B.Chain wire or perforated strap hangers will not be permitted. One pipe shall not be suspended from another pipe. 3.5STRUCTURAL ATTACHMENTS A.For attaching steel or copper plated hanger rods to reinforced concrete, use galvanized malleable iron concrete inserts; Fig. 282 for loads up to 1140 lbs. B.For attaching steel hanger rods to structural steel beams, use malleable iron C-clamps; Fig. 92, Fig. 93 or Fig. 94 with retaining clip Fig. 89 or Fig. 89X for loads up to 500 lbs; Fig. 218 with extension piece for loads up to 1,365 lbs. For copper plated hanger rods, use copper plated malleable iron C- clamps; Fig. CT-138R for loads up to 180 lbs. C.Vertical expansion shields or toggles shall not be used for suspending hanger rods, except with permission in cases where inserts have been omitted or cannot be used. If permitted, use expansion shields; for rod sizes up to ½", 320 lbs. max. load. For hangerrods larger than ½" use attachment plate, Fig. 52, with wedge anchors. D.Powder actuated anchoring methods shall not be used. 3.6PIPE COVERING PROTECTION A.Hangers and supports for insulated piping shall not injure or pierce insulation. Provide insulation protection shields in conjunction with hanger or roll device. Use Fig. 160 and 165, Protection Saddles. West High Restrooms Remodel 114156-0 Hangers & Supports for Plumbing Piping & Equipment 22 0529-3 SECTION 22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 3.7SUPPLEMENTAL STEEL A.Provide supplemental steel required to hang or support plumbing equipment or piping. END OF SECTION 22 0529 West High Restrooms Remodel 114156-0 Hangers & Supports for Plumbing Piping & Equipment 22 0529-4 SECTION 22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART 1GENERAL 1.1SECTION INCLUDES A.Provide materials, equipment labor and supervision necessary to install piping identification products. B.Comply with ANSI A13.1 for lettering size, length or color field, colors, and installed viewing angles of identification devices. 1.2QUALIFICATIONS A.W.H. Brady, Industrial Safety Supply, EMED Co.Seton Nameplate or Brimar. 1.4SUBMITTALS A.Submit manufacturer's product data. PART 2PRODUCTS 2.1PIPE MARKERS A.Provide manufacturer's standard preprinted, semi-rigid snap-on or self-sticking, color-coded pipe markers, complying with ANSI A13.1. B.Provide full-band pipe markers, extending 360° around pipe at each location or self-sticking pipe markers, fastened in the following method: 1.Snap-on application of pre-tensioned semi-rigid plastic pipe marker. 2.Secure to piping and install banding tape on both ends of each pipe label. C.Lettering shall be manufacturer's pre-printed nomenclature which best describes piping system in each instance, as selected by Architect/Engineer in cases of variance. D.Print each pipe marker with arrows indicating direction of flow, integrally with piping system service lettering (to accommodate both directions), or as separate unit of plastic or on banding tape. E.Print each pipe and ductwork marker with arrows indicating direction of flow, integrally with piping system service lettering (to accommodate both directions), or as separate unit of plastic or on banding tape. PART 3EXECUTION 3.1INSTALLATION OF MECHANICAL IDENTIFICATION A.Where identification is to be applied to surfaces that require insulation, painting or other covering or finish,install identification after completion of covering and painting. Install identification prior to installation of acoustical ceilings and similar removable concealment. B.Install pipe markers on each system, and include arrows to show normal direction of flow. West High Restrooms Remodel 114156-0 Identification for Plumbing Piping & Equipment 22 0553-1 SECTION 22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT C.Locate pipe markers as follows: machine rooms, accessible maintenance spaces (shafts, tunnels, plenums) above lay-in type ceilings and exterior non-concealed locations. 1.Near each valve and control device. 2.Near each branch, excluding short take-offs for fixtures, mark each pipe at branch where there could be question of flow pattern. 3.Near locations where pipes pass through walls or floors/ceilings, (both sides) or center non- accessible enclosures. 4.At access doors, manholes, and similar access points that permit view of concealed piping. 5.Near major equipment items and other points of origination and termination. 6.At each pipe passage to underground. 7.Spaced intermediately at maximum spacing of 50' along each piping run, except reduce spacing to 25' in congested areas of piping and equipment. 8.On piping above removable acoustical ceilings, maximum spacing of 20' along each piping run. 9.Where self-sticking labels are used, the pipe or its covering surface shall be properly prepared. This consists of removal of loose dirt, oil and grease, loose paint or peeling insulation covering. This can be done with a brush and cloth; washing is not required. Use solvent for removal of oil or grease. 10.Banding tape must be used on both ends of all self-sticking labels. The tape shall encircle the pipe completely and overlap itself so the banding tape can adhere to itself. 3.2ADJUSTING AND CLEANING A.Relocate any mechanical identification device which has become visually blocked by work of this division or other divisions. 3.3PIPING AND EQUIPMENTIDENTIFICATION A.Piping systems that shall be identified by their controls (including directional arrows) on this project shall include, but are not necessarily limited to, the following: 1.Domestic hot water, cold water, recirculation. END OF SECTION 22 0553 West High Restrooms Remodel 114156-0 Identification for Plumbing Piping & Equipment 22 0553-2 SECTION 22 0700 PLUMBING INSULATION PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, labor and supervision necessary to install insulation to hot and cold surfaces of piping, tanks, fittings and other surfaces. B.Insulation shall include insulating materials, jackets, adhesive, mastic coatings, tie wire and other materials as required to complete the insulating work. 1.2CODES AND STANDARDS A.Insulating materials, jackets and mastics shall meet flame spread, fuel contribution and smoke developed ratings in accordance with NFPA-90A. Flamespread rating in accordance with NFPA 255, ASTM E-84 or UL 723 of not more than 25; smoke developed rating of not more than 50, unless otherwise noted in this section. B.Insulation that has been treated with a flame-retardant additive to meet the flame spread and smoke developed ratings shown above is not permitted. C.Insulation materials shall be noncorrosive to the materials they are applied to, including stress corrosion cracking of stainless steel, and shall not breed or promote fungus and bacteria. D.Insulation shall meet or exceed all requirements of ASHRAE/IES 90.1. 1.3QUALIFICATION A.Insulating materials by Owens-Corning, Armstrong, Pittsburgh-Corning, Knauf, Rubatex, Schuller, CertainTeed Manson, or approved equivalent. B.Mastics and adhesives as recommended by insulation manufacturer. PART 2PRODUCTS 2.1INSULATION A.Description 1.Type A: Preformed, sectional, heavy density fiberglass insulation, suitable for operating temperatures form –20F to +850F. Equipped with factory-applied, all-service vapor barrier jacket constructed of white Kraft paper bonded to aluminum foil reinforced with fiberglass yarn, with pressure-sensitive, self-sealing longitudinal laps and butt strips. 2 Thermal conductivity of0.23 BTU-in/hr-ft-F @ 75F mean temperature. Water vapor permeance of 0.02 perms. Schuller "Micro-Lok AP-T" or approved equivalent. 2.2INSULATION JACKETS A.20-mil high impact PVC secured with spray contact adhesive. All PVC jacketing shall meet the 25/50SDR. Manville "Zeston 2000" or equivalent. West High Restrooms Remodel 114156-0 Plumbing Insulation 22 0700-1 SECTION 22 0700 PLUMBING INSULATION B.6-oz/sq yd UL listed cotton canvas fabric secured with Childers CP50 lagging adhesive. C.Fitting and valve jackets shall be premolded PVC with joints and seams sealed with a spray contact adhesive or vapor barriermastic. Premolded jackets shall be Manville "Zeston 2000" or approved equivalent. D.At wall penetrations provide an additional jacket of 0.020 inch thick smooth finish aluminum.Metal jacket shall have factory applied moisture barrier. Fitting and valve covers to be preformed of same material as adjacent metal jacket. E.Where PVC or metal jackets are used, delete the factory applied ASJ on pipe and equipment operating above 75F. F.PVC jackets shall be used in the following areas and systems: 1.Whenever pipingis routed exposed through occupied spaces. 2.Exposed piping. 3.PremoldedPVC at all fittings and valve jackets. G.Insulated Fittings: 1.Use “Valve Wrap” insulated wraps at all fittings and valves. Provide reusable insulated wraps for unions, strainers, autoflow valves, circuit setters, check valves and components integral to heat pump hose kits. 2.Provide with insulation values (i.e. thickness) consistent with insulation specified for associated piping service. Valve wrap shall be provided in sufficient length to completely conceal all integral components including 2” minimum overlap on pipe at each end. 3.Wraps shall be No Sweatreusable wraps (www.valvewraps.com) or approved equivalent. 4.Wraps shall be sized and installedper manufacturer’s recommendations. 5.Ensure locations of all wrapped components are clearly identified on mechanical contractors’ record drawings. PART 3EXECUTION 3.1INSTALLATION, GENERAL A.Use only experienced applicators regularly engaged in the trade. Rough work will be rejected. Application details shall be in accordance with the insulation materials supplier's recommendations, except where a higher standard is specified. B.Install materials after systems have been tested and approved. Material such as rust, scale, dirt and moisture shall be removed form surfaces to be insulated. C.Insulation shall be kept clean and dry at all times. West High Restrooms Remodel 114156-0 Plumbing Insulation 22 0700-2 SECTION 22 0700 PLUMBING INSULATION D.Where pipes pass through fire rated walls, floors and partitions, a fire seal shall be provided. 3.2PIPE INSULATION INSTALLATION A.Insulate fittings, valves, unions, flanges, strainers, flexible connections and expansion joints with premolded or mitered segments of same insulating material as for adjacent pipe covering. B.Pipe insulation shall continue through sleeves and hangers with vaporbarrier and/or jacket. C.Pipe insulation shall be omitted on the following: 1.Chromium plated pipe to plumbing fixtures, except exposed hot water supply and trap to fixtures for use by the physically handicapped. 2.Sanitary drain lines. 3.Vents and water hammer arrestors. D.Insert to be between support shield and piping but under the finish jacket. Provide an insert at hangers not less than 6 inches long, of same thickness and contour as adjoining insulation, to prevent insulation from sagging at support points. Inserts shall be cork or other heavy density insulating material suitable for the planned temperature range. Factory fabricated inserts may be used. E.Neatly finish insulation at supports, protrusions and interruptions. 1.On hot systems where fittings are to be left exposed, insulation ends shall be beveled away from bolts for easy access. 2.On cold systems, valve stems shall be sealed with caulking which allows free movement of the stem, but provides a seal against moisture incursion. 3.3EQUIPMENT INSULATION A.Do not insulate factory-insulated equipment. B.Apply insulation as close as possible to equipment by grooving, scoring and beveling insulation, if necessary. Secure insulation to equipment with studs, pins, clips, adhesive, wires or bands. C.Fill joints, cracks, seams and depressions with bedding compound to form smooth surface. On cold equipment, use vapor barrier cement. D.Cover insulation with metal mesh and finish with ¼" coat of insulating cement applied in two 1/8" layers, if non-faced insulation is used. E.Do not insulate over nameplate or ASME stamps. Bevel and seal insulation around such. F.When equipment with insulation requires periodical opening for maintenance, repair or cleaning such as at manway covers or strainer plugs, install insulation in such a manner that it can be easily removed and replaced without damage. Removable insulation shall have a vapor-proof cover fabricated so as to allow it to be resealed to the equipment vapor barrier. West High Restrooms Remodel 114156-0 Plumbing Insulation 22 0700-3 SECTION 22 0700 PLUMBING INSULATION G.Joints shall be sealed with 2" wide vapor barrier tape or strips to match insulation jacket, using a fire- resistive adhesive. 3.4PIPE INSULATION SCHEDULE INSULATION SERVICETYPETHICKNESSPIPE SIZES Domestic Cold WaterA½"All pipe sizes A1"Up to 1¼" pipe size Domestic and Recirculation Hot Water (105F & 1½"1½" & up pipe size greater) END OF SECTION 22 0700 West High Restrooms Remodel 114156-0 Plumbing Insulation 22 0700-4 SECTION 22 1116 DOMESTIC WATER PIPING PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, tools, labor, and supervision necessary to furnish, fabricate, and install complete piping system. 1.2STANDARDS AND CODES A.Pipe materials specified in this Section shall apply to technical sections of Division 22of the Project Manual where applicable. Special requirements as may be called for in the technical sections, or shown on the Drawings, shall take precedence over General Requirements herein. Piping located in plenums shall be plenum rated for fire and smoke. 1.3PRODUCT HANDLING A.Provide factory-applied plastic end-caps on each length of pipe and tube. Maintain end-caps through shipping, storage, and handling as required to prevent pipe-end damage and eliminate dirt and moisture from inside of pipe and tube. B.Where possible, store pipe and tube inside and protected from weather. Where necessary to store outside, elevate well above grade and enclose with durable, waterproof wrapping. C.Protect flanges and fittings from moisture and dirt by inside storage and enclosure, or by packaging with durable, waterproof wrapping. 1.4SUBMITTALS A.Submit piping schedule listing each pipe material used and systems served. B.Submit shop drawings and product data to include product description, manufacturer, model, dimensions, size, and performance data. PART 2PRODUCTS 2.1MATERIAL MaterialService 1.Copper water tube, hard temper, ASTM B88.Aboveground domestic water mains. a.Type LAboveground domestic water lines. 2.Brass pipe, Schedule 40, chromium plated. Exposed piping connections for ASTM B43.plumbing fixtures. A.Fittings 1.Copper water tube, cast bronze or wrought copper, solder joint type. ANSI B16.18 and B16.22. West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-1 SECTION 22 1116 DOMESTIC WATER PIPING 2.Brass pipe -cast bronze screwed, 125 pound, flat band water pattern, chromium plated, for chromium-plated pipe. 3.Pro-Press fittings shall be acceptable B.Joints 1.Threaded pipe -make joints using approved pipe joint compound, applied to male threads only. Cut pipe square, cut threads clean, remove burrs, and ream ends to full size of bore. Threads shall not be exposed on chromium-plated pipe. 2.Threadless brass pipe -use brazing alloy which will flow freely at 1300 F, use flux and brazing method as recommended by manufacturer of brazing alloy. 3.Copper water and drainage tube -use 95-5 tin antimony or silver solder, cut pipe square, clean and polish tube ends and inner surface of fittings, apply flux and solder joint as recommended by manufacturer of solder type fittings. Use same methods for copper refrigerant pipe, except use silver solder with 15% silver content, equivalent to Sil-Flos 15. C.Nipples and Unions 1.Nipples shall conform to size, weight, and strength of adjoining pipe. When length of unthreaded portion of nipple is less than 1-1/2", use extra strong nipple; do not use close nipples. 2.For pipe 3" and smaller, use screwed unions. For threaded brass pipe, use bronze ground joint unions with octagon ends. Install unions on equipment intended to be disassembled. 3.Dielectric unions shall be installed between connections of copper pipe and ferrous piping. 2.2DIELECTRIC UNIONS A.Typical dielectric unions shall not be used; instead useVictaulic Style 47 dielectric waterway or bronze or brass transitions at each such connection. 2.3SLEEVES A.Sleeves passing through non-load bearing walls and partitions shall be galvanized sheet steel with lock seam joints of minimum gauges as follows: For pipes 2-1/2" in size and smaller -24-gauge; 3 in. to 6 in. -22-gauge. B.Sleeves passing through load bearing walls, concrete beams, fireproof walls, foundations, footings, and waterproof floors shall be Schedule 40 galvanized steel pipe or cast iron pipe. C.Sleeves for insulated piping shall be of sufficient internal diameter to take pipe and insulation and to allow for free movement of pipe. Waterproof sleeves shall be of sufficient internal diameter to take pipe and waterproofing material. D.In finished areas where pipes are exposed, sleeves shall be terminated flush with wall, partitions and ceilings, and shall extend 1/2 in. above finished floors. Extend sleeves 1 in. above finished floors in West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-2 SECTION 22 1116 DOMESTIC WATER PIPING areas likely to entrap water and fill space between sleeves and pipe with graphite packing and caulking compound. E.Sleeves passing through membrane waterproofing or roofing shall be flashed and sealed. 2.3PIPE ESCUTCHEONS A.Provide pipe escutcheons with inside diameter closely fitting pipe outside diameter, or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe penetration hole in floors, walls, or ceilings; and pipe sleeve extensions, if any. Furnish pipe escutcheons with chrome finish for occupied areas, prime paint finish for unoccupied areas. B.Pipe Escutcheons for Moist Areas: For waterproof floors, and areas where water and condensation can be expected to accumulate, provide cast brass or sheet brass escutcheons, solid or split hinged. C.Pipe Escutcheons for Dry Areas: Provide sheet steel escutcheons, solid or split hinged. D.Manufacturer:Chicago Specialty; Producers Specialty; or Sanitary-Dash. 2.4GUARDS A.Where exposed insulated piping extends through floor, provide sheet metal guard around insulation to extend up from floor 60 inches. Guard to be galvanized sheet steel not less than 26-gauge. 2.5FIRE SAFING A.Metal piping and sleeves passing through floors, roof, partitions and fire walls, shall be provided with firestop by packing space between pipe and sleeve with UL listed non-sag and self-leveling fire safing insulation per manufacturer's instructions. B.Cracks, Voids, or Holes Up to 4" Diameter: Use non-sag or self-leveling putty or caulking, one-piece intumescent elastomer, non-corrosive to metal, compatible with synthetic cable jackets, and capable of expanding 10 times when exposedto flame or heat, UL listed. C.Openings 4" or Greater: Use sealing system capable of passing 3-hour fire test in accordance with ASTM E814, consisting of wall wrap or liner, partitions, and end caps capable of expanding when oo exposed to temperatures of 250 to 350F (121 to 177C), UL listed. D.Seal all holes or voids made by penetrations to ensure an effective barrier against smoke, fire, toxic and combustible gases. E.Unless protected, from possible loading or traffic, install firestopping materials in floors having void openings of four (4) inches or more to support the same floor load requirements. F.Manufacturer: Subject to compliance with requirements, provide non-sag and self-leveling fire barrier caulk, wrap/strip, moldable putty and sheet forms of one of the following: 1.3M Brand. 2.Flame Stop. West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-3 SECTION 22 1116 DOMESTIC WATER PIPING 3.Dow Corning. 4.Metacaulk. PART 3EXECUTION 3.1INSTALLATION A.Install pipe for plumbing systems as shown on the Drawings, as called for in other Sections, and as specified herein. B.Arrange and install piping approximately as indicated, straight, plumb, and as direct as possible, form right angles on parallel lines with building walls. Keep pipes close to walls, partitions, and ceilings, offsetting only where necessary to follow walls and avoid interference with other mechanical items. Locate groups of pipes parallel to each other; space at a distance to permit applying full insulation and to permit access for servicing valves. Piping to be run in concealed locations unless indicated exposed, or in equipment rooms. C.Install horizontal piping as high as possible without sags or humps so that proper grades can be maintained for drainage. Branch piping shall come off the tops of mains unless shown otherwise. D.Locate valves within reachable distance from equipment being served for easy access and operation. Do not locate valves with stems below horizontal. E.Check piping for interference with other trades; avoid placing water pipes over electrical equipment. F.Where rough-ins are required for equipment furnished by others, verify exact rough-in dimensions with Owner or equipment supplier before roughing-in. 3.2SLEEVES A.Install sleeves for piping passing through floors, roof, walls, concrete beams, and foundations. B.Install fire-proofing per manufacturer's written instructions. 3.3ESCUTCHEONS A.Install escutcheons for pipes entering finished spaces. 3.4PIPE PENETRATIONS A.Penetrations shall be free of debris and dirt. Dam the penetration (when required) with an acceptable material. Apply firestop material to the penetration per manufacturer's installation instructions. Use a caulking gun, putty knife or other normal trade tools. Remove damming materials where necessary after cure. Clean up with Xylene. 3.5FIRE SAFING A.Install fire safing at all penetrations through walls, floors, etc. per manufacturer's installation instructions as required to meet UL listing. West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-4 SECTION 22 1116 DOMESTIC WATER PIPING 3.6FIELD QUALITY CONTROL A.Inspect domestic water piping as follows: 1.Do not enclose, cover, or put piping into operation until it has been inspected and approved by authorities having jurisdiction. 2.During installation, notify authorities having jurisdiction at least 24 hours before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction: a.Roughing-in Inspection: Arrange for inspection of piping before concealing or closing-in after roughing-in and before setting fixtures. b.Final Inspection: Arrange final inspection for authorities having jurisdiction to observe tests specified below and to ensure compliance with requirements. 3.Re-inspection: If authorities having jurisdiction find that piping will not pass test or inspection, make required corrections and arrange for reinspection. 4.Reports: Prepare inspection reports and have them signed by authorities having jurisdiction. B.Test domestic water piping as follows: 1.Fill domestic water piping. Check components to determine that they are not air bound and that piping is full of water. 2.Test for leaks and defects in new pipingand parts of existing piping that have been altered, extended, or repaired. If testing is performed in segments, submit separate report for each test, complete with diagram of portion of piping tested. 3.Leave new, altered, extended, or replaced domestic water piping uncovered and unconcealed until it has been tested and approved. Expose work that was covered or concealed before it was tested. 4.Cap and subject piping to static water pressure of 50 psig(345 kPa)aboveoperating pressure, without exceeding pressure rating of piping system materials. Isolate test source and allow to stand for four hours. Leaks and loss in test pressure constitute defects that must be repaired. 5.Repair leaks and defects with new materials and retest piping or portion thereof until satisfactory results are obtained. 6.Prepare reports for tests and required corrective action. 7.Testing shall be done in compliance with the Uniform Plumbing Code. 3.7ADJUSTING A.Perform the following adjustments before operation: 1.Close drain valves, hydrants, and hose bibbs. West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-5 SECTION 22 1116 DOMESTIC WATER PIPING 2.Open shutoff valves to fully open position. 3.Open throttling valves to proper setting. 4.Remove plugs used during testing of piping and plugs used for temporary sealing of piping during installation. 5.Remove and clean strainer screens. Closedrain valves and replace drain plugs. 6.Remove filter cartridges from housings and verify that cartridges are as specified for application where used and are clean and ready for use. 7.Check plumbing specialties and verify proper settings, adjustments, and operation. 3.8CLEANING A.Clean and disinfect potable domestic water piping as follows: 1.Purge new piping and parts of existing domestic water piping that have been altered, extended, or repaired before using. 2.Use purging and disinfecting procedures prescribed byauthorities having jurisdiction or, if methods are not prescribed, procedures described in either AWWAC651 or AWWAC652 or as described below: a.Flush piping system with clean, potable water until dirty water does not appear at outlets. b.Fill and isolate system according to either of the following: 1)Fill system or part thereof with water/chlorine solution with at least 50 ppm (50 mg/L)of chlorine. Isolate with valves and allow to stand for 24 hours. 2)Fill system or part thereof with water/chlorine solution with at least 200 ppm (200 mg/L)of chlorine. Isolate and allow to stand for three hours. c.Flush system with clean, potable water until no chlorine is in water coming from system after the standing time. d.Submit water samples in sterile bottles to authorities having jurisdiction. Repeat procedures if biological examination shows contamination. B.Prepare and submit reports of purging and disinfecting activities. C.Clean interior of domestic water piping system. Remove dirt and debris as work progresses. END OF SECTION 22 1116 West High Restrooms Remodel 114156-0 Domestic Water Piping 22 1116-6 SECTION 22 1119 DOMESTIC WATER PIPING SPECIALTIES PART 1GENERAL 1.1SECTION INCLUDES A.Provide materials, equipment, labor, and supervision necessary to install water supply system as required by the Drawings and this Section. 1.2SUBMITTALS A.Product data. B.Installation data. 1.3STANDARDS AND CODES A.ASSE 1013, Reduced Pressure Principle Backflow Preventers B.All backflow devices shall have appropriate ASSE ratings. C.AWWA, C700 D.PDI Standard WH 201 for Water Hammer Arrestors E.Uniform Plumbing Code(State of Iowa) PART 2PRODUCTS 2.1GENERAL A.Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials that match pipe materials used in water supply systems. Where more than one type of materials or products are indicated, selection is Installer's option. B.All valves in contact with potable water shall be verified compliant with 0.25% weighted average Pb content regulations. 2.2WATER HAMMER ARRESTORS A.Water hammer arrestors shall be of copperconstruction, piston type, sized and certified to function in accordance with PDI Standard WH 201. B.Units shall be pre-charged and suitable for operation in temperature range 34° F to 250° F and maximum 250 psi working pressure, and shall be designed so as to limit surge pressure to 150 lbs. from a flow velocity of 10 fps at 60 psig through50 feet of pipe the same size as the shock absorber. C.Manufacturer: Subject to compliance with requirements, provide water hammer arrestors manufacture by one of the following, or an engineer-approved equivalent: West High Restrooms Remodel 114156-0 Domestic Water Piping specialties 22 1119-1 SECTION 22 1119 DOMESTIC WATER PIPING SPECIALTIES 1.Sioux Chief 2.Watts 3.Zurn PART 3EXECUTION 3.1INSTALLATION A.Extend cold water and hot water piping to each fixture and other equipment requiring water supplies. B.Generally follow indicated lines, exact layout to be made on job for alignment with surrounding work and space for covering. C.Pitch pipes to accessible drainage point where unions, plugged tees or drainage valves shall be provided. D.Install water hammer arrestors on each service at each fixture or group of fixtures. E.Water supply to fixtures and containers shall be so installed as to prevent backsiphonage of polluted water in to the water supply. Supplies shall be either above the flood rim of the fixture or separated from the drainage end by means of approved vacuum breakers. F.Provide valves as shown and specified herein. Branch serving four ormore fixtures shall be provided with an accessible shut-off valve. G.Pipes built into masonry or concrete construction shall be wrapped with tar paper or burlap to prevent bonding to the concrete. H.No pipe shall be located in an outside wall or other location where freezing is likely to occur, and no pipe shall be in contact with or attached to a structural member in a manner that causes the transmission of noise to the structure. Block ends of runs to prevent movement due to water hammer. I.After system test,flushing, and chlorinating, backflow preventer shall be disassembled by a certified backflow specialist and all debris shall be cleared from the valve, reassembled, and tested to verify proper operation. Certification of testing shall be provided to Owner in writing. J.Install water hammer arrestors, complete with accessible isolation valves on hot and cold water supply piping to all plumbing fixtures. END OF SECTION 22 1119 West High Restrooms Remodel 114156-0 Domestic Water Piping specialties 22 1119-2 SECTION 22 1316 SANITARY WASTE AND VENT PIPING PART 1GENERAL 1.1SECTION INCLUDES A.Provide equipment, materials, labor, and supervision necessary to install soil, waste, and vent system. 1.2CODES AND STANDARDS A.Current issue of building code. B.Current issue local and Uniformplumbing code. 1.3SUBMITTALS A.Submit product and performance data for equipment specified herein. PART 2PRODUCTS 2.1SANITARY SEWERS, SOIL, WASTE AND VENTMATERIALS A.Materials MaterialService 1.Cast iron soil pipe, service weight, belland spigot, ASTM A74. a.Asphalt coated.Sanitary Sewers b.Uncoated.Aboveground soil, waste, vent, and downspouts 3" diameter and over 2.Cast iron soil pipe, service weight, no Aboveground sanitary sewers. Soil, hub, CISPI 301, ASTM A888waste, vent, and downspouts3" diameter and over. 3.Copper water tube, hard temper, ASTM B88. a.Type MAboveground soil, waste, vent, and downspouts up to and including2½" diameter. B.Fittings 1.Material and strength of fittings for cast sewer pipeshall conform to pipe as per ASTM Standards. 2.Copper drainage tube (M) -Cast bronze fittings, solder joint fittings. ANSI B.16, 23-69. West High Restrooms Remodel 114156-0 Sanitary Waste &Vent Piping 22 1316-1 SECTION 22 1316 SANITARY WASTE AND VENT PIPING C.Joints 1.Cast iron bell and spigot soil pipe -pipe manufacturer's standard preformed, preset plastic or rubber joint, installedin accordance with manufacturer's instructions. 2.Cast iron no-hub pipe -coupling assembly tightened by torque wrench. a.ASTM C-564, one piece neoprene compression gasket, CISPI 310, type 304, 18-8 chromium nickel stainless steel shield secured by two or more stainless steel worm drive clamps, FM approved, or ASTM C-564, one piece neoprene compression gasket, covered by ASTM A48/A48M cast iron coupling and secured by 18-8 stainless steel bolts and nuts. b.Manufacturers: 1)Clamp All: Hi-Torq 80 2)MG Coupling 3)Engineer approved equivalent 3.Copper water and drainage tube -use 95-5 tin antimony or silver solder, cut pipe square, clean and polish tube ends and inner surface of fittings, apply flux and solder joint as recommended by manufacturer of solder type fittings. Use same methods for copper refrigerant pipe, except use silver solder with 15% silver content, equivalent to Sil-Flos 15. 2.2VENTS A.Vents through the roof shall be cast iron and shall extend at least above the highest possible water level on the roof but in no case less than 12 inches. B.Provide a flashing of 4 pound sheet lead for each vent through the roof. The flashing shall extend up around the pipe and turn down into it at least 2 in. and shall extend over the roof deck at least 1 ft. in each direction from the base. C.Coordinate flashing of vents through the roof with Generaland RoofingContractor. D.Where vents through the roof are subject to frost or snow closure the vent termination shall be increased beginning at least 12 in. under the roof with a cast iron long increaser. Size increasers as follows: Vent SizeIncrease To 1-1/4 in. and 1-1/2 in.3 in. minimum 2 in. and 2-1/2 in. 4 in. minimum West High Restrooms Remodel 114156-0 Sanitary Waste &Vent Piping 22 1316-2 SECTION 22 1316 SANITARY WASTE AND VENT PIPING 2.3SLEEVES A.Sleeves passing through non-load bearing walls and partitions shall be galvanized sheetsteel with lock seam joints of minimum gauges as follows: For pipes 2-1/2" in size and smaller -24-gauge; 3 in. to 6 in. -22-gauge; over 6 in. -20-gauge. B.Sleeves passing through load bearing walls, concrete beams, fireproof walls, foundations, footings, and waterproof floors shall be Schedule 40 galvanized steel pipe or cast iron pipe. C.Sleeves for insulated piping shall be of sufficient internal diameter to take pipe and insulation and to allow for free movement of pipe. Waterproof sleeves shall be ofsufficient internal diameter to take pipe and waterproofing material. D.In finished areas where pipes are exposed, sleeves shall be terminated flush with wall, partitions and ceilings, and shall extend 1/2 in. above finished floors. Extend sleeves 1 in. above finished floors in areas likely to entrap water and fill space between sleeves and pipe with graphite packing and caulking compound. E.Sleeves passing through membrane waterproofing or roofing shall be flashed and sealed. 2.4PIPE ESCUTCHEONS A.Provide pipe escutcheons with inside diameter closely fitting pipe outside diameter, or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe penetration hole in floors, walls, or ceilings; and pipe sleeve extensions, if any. Furnish pipe escutcheons with chrome finish for occupied areas, prime paint finish for unoccupied areas. B.Pipe Escutcheons for Moist Areas: For waterproof floors, and areas where water and condensation can be expected to accumulate, provide cast brass or sheet brass escutcheons, solid or split hinged. C.Pipe Escutcheons for Dry Areas: Provide sheet steel escutcheons, solid or split hinged. D.Manufacturer: Chicago Specialty; Producers Specialty; or Sanitary-Dash. 2.5GUARDS A.Where exposed insulated piping extends through floor, provide sheet metal guard around insulation to extend up from floor 60 inches. Guard to be galvanized sheet steel not less than 26-gauge. 2.6FIRE SAFING A.Metal piping and sleeves passing through floors, roof, partitions and fire walls, shall be provided with firestop by packing space between pipe and sleeve with UL listed non-sag and self-leveling fire safing insulation per manufacturer's instructions. B.Plastic piping passing through fire rated floors and fire rated walls shall be provided with firestop by providing intumescent wrap strip around the pipe, enclosed in steel collar attached to structure. West High Restrooms Remodel 114156-0 Sanitary Waste &Vent Piping 22 1316-3 SECTION 22 1316 SANITARY WASTE AND VENT PIPING C.Cracks, Voids, or Holes Up to 4" Diameter: Use non-sagor self-leveling putty or caulking, one-piece intumescent elastomer, non-corrosive to metal, compatible with synthetic cable jackets, and capable of expanding 10 times when exposed to flame or heat, UL listed. D.Openings 4" or Greater: Use sealing system capable of passing 3-hour fire test in accordance with ASTM E814, consisting of wall wrap or liner, partitions, and end caps capable of expanding when exposed to temperatures of 250 to 350oF (121 to 177oC), UL listed. E.Seal all holes or voids made by penetrations to ensure an effective barrier against smoke, fire, toxic and combustible gases. F.Unless protected, from possible loading or traffic, install firestopping materials in floors having void openings or four (4) inches or more to support the same floor load requirements. G.Manufacturer: Subject to compliance with requirements, provide non-sag and self-leveling fire barrier caulk, wrap/strip, moldable putty and sheet forms of one of the following: 1.3M Brand. 2.Flame Stop. 3.Dow Corning. 4.Metacaulk. PART 3EXECUTION 3.1INSTALLATION A.Place bell ends of piping facing upstream. Install required gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted piping at end of day or whenever work stops. B.Follow indicated lines generally, but make exact layout on the job to work actual fitting dimensions, align piping, and avoid interference. Provide proper support to maintain uniform fall of 1/4 in. per ft. for lines 3 in. and smaller and 1/8 in. per ft. for lines larger than 3 inches. Protect openings against theentrance of dirt. C.No soil or waste pipe shall be covered by earth or construction without first being proved free of leaks by a hydrostatic test of at least 15-ft. head, witnessed by Architect/Engineer. D.Install vents in practical alignment and supported with constant pitch back to the drainage system, concealed from finished spaces, unless shown or directed otherwise. E.Soil, waste and vent connections to fixtures shall be accurately located and concealed from finished spaces, unless shown otherwise. West High Restrooms Remodel 114156-0 Sanitary Waste &Vent Piping 22 1316-4 SECTION 22 1316 SANITARY WASTE AND VENT PIPING 3.2SLEEVES A.Install sleeves for piping passing through floors, roof, walls, concrete beams, and foundations. B.Install fire-proofing per manufacturer's written instructions. 3.3ESCUTCHEONS A.Install escutcheons for pipes entering finished spaces. 3.4PIPE PENETRATIONS A.Penetrations shall be free of debris and dirt. Dam the penetration (when required) with an acceptable material. Apply firestop material to the penetration per manufacturer's installation instructions. Use a caulking gun, putty knife or other normal trade tools. Remove damming materials where necessary after cure. Clean up with Xylene. 3.5FIRE SAFING A.Install fire safing at all penetrations through walls, floors, etc. per manufacturer's installation instructions as required to meet UL listing. 3.6TESTING AND CLEANING A.Flush out piping system with clean water before proceeding with required tests. Inspect each run of each system for completion of joints, supports and accessory items. B.Hydraulically pressure test each section or segment of the system prior to backfilling,encasing, enclosing or otherwise preventing visual observation of the section or segment being tested. C.Water test soil, waste and vent system at 10 feet of head for 4 hours. Test standpipe to be a minimum of 10 feet above the highest point of section being tested. D.Testing shall be done in compliance with the UniformPlumbing Code. END OF SECTION 22 1316 West High Restrooms Remodel 114156-0 Sanitary Waste &Vent Piping 22 1316-5 SECTION 22 1319 SANITARY WASTE PIPING SPECIALTIES PART 1 -GENERAL 1.1SUMMARY A.This Section includes the following sanitary drainage piping specialties: 1.Cleanouts. 2.Floor drains. 1.2QUALITY ASSURANCE A.Drainage piping specialties shall bear label, stamp, or other markings of specified testing agency. B.Electrical Components,Devices, and Accessories: Listed and labeled as defined in NFPA70, Article100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C.Comply with NSF14, "Plastics Piping Components and Related Materials," for plastic sanitary piping specialty components. 1.3COORDINATION A.Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified in Division03. B.Coordinate size and location of roof penetrations. PART 2 -PRODUCTS 2.1CLEANOUTS A.In walls of unfinished areas –cast brass raised head, iron pipe size male threads. Provide with caulking ferrule where installed in iron soil pipe. 2.2FLOOR DRAINS A.Floor drains shall be Josam, J.R. Smith, Wade, Zurn,or as scheduled on drawings. B.Drains without integral traps shall have service weight cast iron P traps. C.Provide seepage pans of four pound sheet lead or chloraloy 240 plastic at least 3’-0” square for all floor drains over open space. Lead, if used, shall be thoroughly coated with asphaltum before it is placed in contact with concrete or concrete fill is poured over it. D.Flashing clamps and auxiliary drainage rims shall be provided for all drains that are to receive seepage pans. West High Restrooms Remodel 114156-0 Sanitary Waste Piping Specialties 22 1319-1 SECTION 22 1319 SANITARY WASTE PIPING SPECIALTIES PART 3 -EXECUTION 3.1INSTALLATION A.Refer to Division22 Section "Common Work Results for Plumbing" for piping joining materials, joint construction, and basic installation requirements. B.Install cleanouts in aboveground piping and building drain piping according to the following, unless otherwise indicated: 1.Size same as drainage piping up to NPS4(DN100). Use NPS4(DN100)for larger drainage piping unless larger cleanout is indicated. 2.Locate at each change in direction of piping greater than 45 degrees. 3.Locate at minimum intervals of 50 feet(15m)for piping NPS4(DN100)and smaller. 4.Locate at base of each vertical soil and waste stack. C.For floor cleanouts for piping below floors, install cleanout deck plates with top flush with finished floor. D.For cleanouts located in concealed piping, install cleanout wall access covers, of types indicated, with frame and cover flush with finished wall. E.Install floor drains at low points of surface areas to be drained. Set grates of drains flush with finished floor, unless otherwise indicated. 1.Position floor drains for easy access and maintenance. 2.Set floor drains below elevation of surrounding finished floor to allow floor drainage. Set with grates depressed according to the following drainage area radii: a.Radius, 30 Inches(750 mm)or Less: Equivalent to 1 percent slope, but not less than 1/4-inch(6.35-mm)total depression. b.Radius, 30 to 60 Inches(750 to 1500 mm): Equivalent to 1 percent slope. c.Radius, 60 Inches(1500 mm)or Larger: Equivalent to 1 percent slope, but not greater than 1-inch(25-mm)total depression. 3.Install floor-drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes where penetrated. F.Install through-penetration firestop assemblies in plastic conductorsandstacksat floor penetrations. G.Assemble open drain fittings and install with top of hub2 inches(51 mm)above floor. H.Install deep-seal traps on floor drains and,if indicated, other waste outlets. West High Restrooms Remodel 114156-0 Sanitary Waste Piping Specialties 22 1319-2 SECTION 22 1319 SANITARY WASTE PIPING SPECIALTIES I.Install air-gap fittings on draining-type backflow preventers and on indirect-waste piping discharge into sanitary drainage system. J.Install expansion joints on vertical stacks and conductors. Position expansion joints for easy access and maintenance. K.Install escutcheons at wall, floor, and ceiling penetrations in exposed finished locations and within cabinets and millwork. Use deep-pattern escutcheons if required to conceal protruding pipe fittings. 3.2FIELD QUALITY CONTROL A.Tests and Inspections: 1.Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2.Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3.3PROTECTION A.Protect drains during remainder of construction period to avoid clogging with dirt or debris and to prevent damage from traffic or construction work. B.Place plugs in ends of uncompleted piping at end of each day or when work stops. END OF SECTION 221319 West High Restrooms Remodel 114156-0 Sanitary Waste Piping Specialties 22 1319-3 SECTION 22 4000 PLUMBING FIXTURES PART 1GENERAL 1.1SECTION INCLUDES A.Provide fixtures, trim, accessories, labor, and supervision necessary to furnish and install plumbing fixtures as required by the drawings and this Section. 1.2FIXTURE SCHEDULE A.Fixtures, trim, and accessories shall be of type and model numbers as scheduled on the drawings. 1.3SUBMITTALS A.SubmitProduct Data which shall include product description, manufacturer, model, dimensions, size, rough-in requirements, connectionsto other equipment, construction materials and finishes, trim, accessory schedule, and performance data for each type of fixture. B.Submit to the Project Superintendent cutout trim plate for sinks which are to be installed in counter tops. 1.4QUALITY ASSURANCE A.Codes and Standards: 1.Plumbing Fixture Standards: Comply with applicable portions of The UniformPlumbing Code pertaining to materials and installation of plumbing fixtures. 2.PDI Compliance: Comply with standards established by PDI pertaining to plumbing fixture supports. 3.UL Compliance: Construct water coolers in accordance with UL Standard 399 "Drinking- Water Coolers", and provide UL listing and label. 4.ADA Compliance: Construct and install barrier-free plumbing fixtures in accordance with ADA Requirements. 5.All potable water trim shall be verified compliant with 0.25% weighted average Pb content regulations. PART 2PRODUCTS AND QUALIFICATIONS 2.1MANUFACTURERS A.Subject to compliance with requirements, provide products manufactured by one of the following, as listed foreach type of fixture, or an engineer-approved equivalent: 1.Lavatories: Bradley 2.Water Closet and Urinal Flush Valves:Sloan, Zurn 3.Fixture Carriers:Wade,Josam,J.R. Smith,Zurn West High Restrooms Remodel 114156-0 Plumbing Fixtures 22 4000-1 SECTION 22 4000 PLUMBING FIXTURES 2.2FLUSH VALVES A.Flush valves for handicapped fixtures shall be installed in compliance with ADA requirements. B.Flush valves shall be installed with angle stop and vacuum breaker. 2.3TRIM A.Trim shall include: Supply pipes, stop valves, faucets, tail pieces, strainers, wastes, traps, and floor and wall escutcheon plates which shall be brass. Exposed trim shall be chrome-plated. B.Stop valves shall be compression type with loose keyhandle control. C.P-traps shall be chrome-plated, adjustable cast brass with cleanout plug. D.Faucets shall contain standardized interchangeable operating units for both hand-closing and self- closing types, closing with the pressure of the water and containing a stamped Monel metal seat. 2.4CARRIERS A.Provide cast-iron supports for fixtures of graphitic gray iron, ductile iron, or malleable iron as indicated. Provide floor mounted carriers for wall mounted fixtures. 2.5FIXTURE BOLT CAPS A.Provide manufacturer's standard exposed fixture bolt caps finished to match fixture finish. 2.6ESCUTCHEONS A.Where fixture supplies and drains penetrate walls in exposed locations, provide chromeplated sheet steel escutcheons with friction clips. 2.7AERATORS A.Provide aerators of types approved by Health Departments having jurisdiction. Maximum flow to be 0.5 gpm in compliance with Energy Policy Act of 1992 and ASME/ANSI Standard A112.18.1M provide restrictive aerator as required. B.Comply with additional fixture requirements contained in fixture schedule as shown on drawings. PART 3EXECUTION 3.1INSPECTION A.Examine roughing-in work of potable water and waste piping systems to verify actual locations of piping connections prior to installing fixtures. Also examine floors and substrates, and conditions under which fixture work is to be accomplished. Correct any incorrect locations of piping, and other unsatisfactory conditions for installation of plumbing fixtures. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. West High Restrooms Remodel 114156-0 Plumbing Fixtures 22 4000-2 SECTION 22 4000 PLUMBING FIXTURES 3.2INSTALLATION A.General: Install plumbing fixtures of types indicated where shown and at indicated heights; in accordance with fixture manufacturer's written instructions, roughing-in drawings, and with recognized industry practices. Ensure that plumbing fixtures comply with requirements of the UniformPlumbing Code pertaining to installation of plumbing fixtures. B.Fasten plumbing fixtures securely to indicated supports or building structure; and ensure that fixtures are level and plumb. Secure plumbing supplies behind or within wall construction so as to be rigid, and not subject to pull or push movement. C.Install fixtures and make water supply, waste, and vent connections as indicated on drawings. D.Set fixtures in center of stalls, between partitions where required. Dimensions for spacing shall be verified. E.Setting shall be absolutely tight and rigid on proper ground. All fixtures shall be sealed to structures (walls, floors, etc.) with non-mildew silicone caulk. F.Fixtures shall be covered with paper glued in place after they are set to prevent damage during the balance of construction, at the conclusion of work the paper shall be removed and the fixtures properly cleaned. G.The Contractor shall be responsible for the protection of the fixtures until acceptance by the Owner. Damaged fixtures shall be replaced at no additional cost to the Owner. H.All fixtures and accessories for handicapped use shall be installed in compliance with ADA requirements. 3.3FIELD QUALITY CONTROL A.Upon completion of installation of plumbing fixtures and after units are water pressurized, test fixtures to demonstrate capability and compliance with requirements. When possible,correct malfunctioning units at the site, then retest to demonstrate compliance; otherwise, remove and replace with new units and proceed with retesting. B.Inspect each installed unit for damage to finish. If feasible, restore and match finish to original at site; otherwise, remove fixture and replace with new unit. Feasibility and match to be judged by Architect/Engineer. Remove cracked or dented units and replace with new units. 3.4ADJUSTING AND CLEANING A.Clean plumbing fixtures, trim, and strainers of dirtand debris upon completion of installation. B.Adjust water pressure at drinking fountains, faucets, and flush valves to provide proper flow stream and specified gpm. C.Adjust or replace washers to prevent leaks at faucets and stops. END OF SECTION 22 4000 West High Restrooms Remodel 114156-0 Plumbing Fixtures 22 4000-3 Division 23 Heating Ventilating and Air Conditioning 23 Division SECTION 23 0500 COMMON WORK RESULTS FOR HVAC PART 1GENERAL 1.1SECTION INCLUDES A.The work shall include the furnishings of systems, equipment and materials specified in this Division and as called for on the Mechanical Drawings to include supervision, quality control, operation, methods and labor for the fabrication, installation, start-up and tests for the complete mechanical installation. The work shall also include the furnishing of necessary hoisting facilities to set materials and equipment in place and the furnishing of any scaffolding and transportation associated with this work. B.Examine the project site and become familiar with existing conditions which will affect the work. Review the drawings and specifications of other trades andtake note of conditions to be created which will affect the work. All conditions shall be considered in the preparation of bids; no additional compensation will be made on the behalf of this Contractor. C.Provide labor necessary to demolish the existing mechanical system as shown on the drawings, as described in Part 3, Existing Conditions, or as required. D.Where noted on the drawings or where called for in other sections of the specification, the Contractor for this division shall install equipment furnished by others, and shall make required service connections. Verify with the supplier of the equipment the requirements for the installation. This contractor shall be responsible for the removal and installation of railings, piping, ductwork, louvers, etc. as required to install new equipment. Coordinate shipping splits for all equipment provided by this contractor. 1.2DAMAGE A.The Contractor shall be responsible for damage to the work of other trades, or to the building and its contents, caused by equipmentinstallation. 1.3PERMITS AND INSPECTIONS A.Obtain and furnish necessary permits and inspection certificates for material and labor furnished. Permits and certificates shall be obtained from the proper inspection authorities. The cost of permits, certificates and fees required in connection with the installation shall be borne by the Contractor, unless otherwise noted in the detailed contractual description preceding these specifications. Where applications are required for the procuring of utility services to the building, see that such application is properly filed with the utility, and that information required for such an application is presented to the extent and in the form required by the utility company. 1.4CODES AND STANDARDS A.Applicable provisions of the following codes and standards are hereby imposed on a general basis for the mechanical work (in addition to specific applications specified by individual work sections of these specifications): 1.ASHRAE/IES 90.1 -Code for Energy Efficiency 2.ANSI PressurePiping Standards (B31) West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-1 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 3.ASHRAE Safety Code for Mechanical Refrigeration (ANSI B9.1) 4.AWWA Standards 5.ASME Boiler and Pressure Vessel Code and State Boiler Code 6.AWS Standards for Welding 7.National Electrical Code 8.Local and/or State Plumbing, Mechanical and Building Codes 9.Occupational Safety and Health Act (OSHA) 10.UniformPlumbing Code 11.International Mechanical Code 12.NFPA Standards and Pamphlets 13.International Energy Conservation Code B.If any work indicated on the drawings or specified herein conflicts in any way with any of the rules and regulations of the above authorities, the Contractor shall notify the Architect/Engineer in writing 72 hours before bids are opened. In the event the Contractor fails to notify the Architect/Engineer and changes are required by saidconflicts, the Contractor shall make such changes as are required without additional cost to this Owner. C.Installations must be safe in every respect, and must not create a condition which will be harmful to building occupants; to operating, installing or testing personnel; to workmen; or to the public. The contractor for each installation shall be solely responsible for providing installations which will meet these conditions. If the Contractor believes that the installation will not be safe for all parties, report these beliefs in writing to the Architect/Engineer before any equipment is purchased or work is installed, giving recommendations. The Architect/Engineer will work out required changes and adjustments in contract price where adjustments are warranted. 1.5DRAWINGS A.A complete set of drawings shall be on the site at all times. Prior to installing any of the work, check the drawings for dimensions and see that the work does not interfere with clearance required for ceilings, beams, foundations, finished columns, pilasters, partitions and electrical equipment as shown on the drawings and details. After work is installed and it develops that interferences occur which have not been called to the Architect/Engineer's attention before the installation, the Contractor shall, at his own expense, make such changes in his work as directed by the Architect/Engineer. B.The contract drawings for mechanical work are in part diagrammatic, intended to convey the scope of work and indicate general arrangement and approximate sizes and locations of equipment and materials. Where job conditions require reasonable changes in indicated locations and arrangement, the Contractor shall make such changes as directed by the Architect/Engineer, without additional cost to theOwner. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-2 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC C.Because of the scale of the drawings, certain basic items such as pipe fittings, access panels, and sleeves may not be shown; but where such items are required by other sections of these specifications or where they are required by the nature of the work, they shall be furnished and installed. Rough-in dimensions and locations shall be verified with the supplier of equipment furnished by other trades, or by the Owner, prior to the time of roughing-in. D.Equipment specification may not deal individually with minute items required such as components, parts, controls and devices which may be required to produce the equipment performance specified, or as required to meet the equipment warranties. Where such items are required, they shall be included by the supplier of the equipment, whether or not specifically called for. E.The drawings and the specifications are cooperative and supplementary. It is the intent of both said drawings and specifications to cover all mechanical requirements in their entirety as nearly as possible. The Contractor shall closely check the drawings and specifications for any obvious errors or omissions and bring any such condition to the attention of the Architect/Engineer prior to the receipt of bids, in order to permit clarification by means of a mailed Addendum. If there is no question prior to the bid proposal date, the Architect/Engineer shall assume that the drawings and specifications are complete and correct and will expect the intent of said documents to be complied with, and the installation to be complete in all respects, according to said intent. F.Locate equipment which must be serviced, operated or maintained in fully accessible positions. Minor deviations from the contract drawings may be made to allow for better accessibility, but changes of magnitude, or which involve extra cost, shall not be made without prior approval. Ample space shall be allowed for removal of parts that may require replacement or service in the future. G.All valves, fire dampers, automatic dampers, smoke dampers, damper operators, reheat coils, etc. shall be accessible for maintenance purposes. Locate items carefully and coordinate with other trades so that each piece of equipment is accessible and functional. Items located above a non-accessible ceiling, chase, or soffit shall be accessible through an access door. Coordinate location of access doors with the general contractor. 1.6RESPONSIBILITY A.The Contractor's responsibility shall not end with the installation and connecting of the various apparatus. It shall include the services of an experienced superintendent, who shall be constantly in charge of the work, together with the qualified journeymen, helpers and laborers required to properly unload, install, connect, adjust, start, operate and test the work involved, including equipment and materials furnished by other trades or by the Owner, until such time as the entire mechanical installation functions properly in every detail. 1.7COORDINATION A.Coordinate the work with other trades prior to installation. B.No piping, ducts or equipment foreign to the electrical equipment or architectural appurtenances shall be run over the top of any electrical panels or electrical equipment, in accordance with NEC 110-16 and 384-4. This does not prohibit sprinkler protection for the installation. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-3 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC C.The determination of quantities of material and equipment required shall be made from the drawings. Schedules on the drawings and in the specifications are completed as an aid, but where discrepancies arise, it shall bethe Contractor's responsibility to provide the required quantity. D.Where the specifications state that equipment shall be furnished, installed or provided, it shall be understood to mean this Contractor shall furnish and install completely, unless it is specifically stated that the equipment is to be furnished and installed by others. E.The Architect/Engineer reserves the right to determine space priority of the contractors in the event of interference between the piping and equipment of the various contractors. Conflicts between the drawings and specifications, or between requirements set forth for the various trades, shall be called to the attention of the Architect/Engineer. If clarification is not asked for prior to the taking of bids, it will be assumedthat none is required, and that the Contractor has submitted his bid in conformance with plans and specifications as issued and that no interference exists. 1.8GUARANTEE AND MAINTENANCE A.Materials and equipment shall be guaranteed to be free from defects and to be new equipment; no secondhand, used or salvaged equipment will be allowedexcept where specifically identified on the plans. The Owner's existing equipment which is to be relocated or reinstalled under this contract shall be refurbished, cleaned and repaired, and made subject to the guarantee and maintenance as herein specified, unless specifically noted otherwise. B.Keep the entire portion of the work in repair, without additional cost to the Owner, so far as defects in workmanship, apparatus, material or construction are concerned for one (1) year from the date of final acceptance, except as otherwise specified herein. C.Equipment, which fails to meet performance ratings as specified and shown on the drawings, shall be removed and replaced by new equipment that meets the specified requirements, without additional cost to the Owner. D.Materials and workmanship shall be subject to the review of the Architect/Engineer, in whose presence various tests shall be made as required by these specifications. PART 2PRODUCTS 2.1SUBMITTALS A.Submit shop drawings and catalog data for mechanical equipment as called for in Division 1. B.Submittal data for mechanical equipment shall consist of shop drawings and/or catalog cuts showing technical data necessary to evaluate the material or equipment to include dimensions, wiring diagrams, performance curves, rating, control sequence, and other descriptive data necessary to describe fully the item proposed and its operating characteristics. Shop drawings shall be submitted on equipment and materials as required by the specifications. C.Approval of materials, including alternate or substitute items, shall be obtained in writing from the Architect/Engineer, verbal approval will not be considered binding. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-4 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC D.Shop drawings shall be submitted and shall have been signed, checked, approved, and initialed by the Contractor prior to submittal to the Architect/Engineer. The Architect/Engineer will review shop drawings to aid in interpreting the plans and specifications, and will in so doing assume that the shop drawings conform to specified requirements set forth in this specification. The approval of the shop drawing by the Architect/Engineer does not relieve the Contractor of the responsibility of complying with elements of the specification. The nameof the job, Architect/Engineer, location, and specification section shall appear on all pages of shop drawings. Equipment marks (such as EF-1, RTU-1) shall be indicated for each item. E.At the completion of the job, furnish three (3) copies of parts lists, operating and maintenance instructions, and manuals organized and bound, in three books. F.At the completion of the project, prepare and submit to the Owner record drawings showing the location of piping and ductwork. Drawing shall give accurate dimensions of such equipment for future use by the Owner. This drawing shall be submitted as soon as work is completed and before authorization of final payment. 2.2SUBCONTRACTORS AND MATERIALS A.Submit to the Architect/Engineer for review, when requested, a list of subcontractors, materials and equipment proposed to be used. The list must be reviewed by the Architect/Engineer before this Contractor may enter into any subcontractual agreement. Equipment, materials, and devices, etc. shall be subject to the review ofthe Architect/Engineer, whether or not said items are herein specified. 2.3STANDARDS OF MATERIALS AND WORKMANSHIP A.Materials shall be new, complete with manufacturer's guarantee or warranty, and shall be as listed by Underwriters Laboratories (UL), Inc., Air Movement and Control Association (AMCA), American Gas Association (AGA), Air Conditioning and Refrigeration Institute (ARI), etc., if a standard has been established by that agency for the type of material. B.Materials shall also comply with applicable standards of the National Electrical Manufacturer's Association, National Board of Fire Underwriters, National Fire Protection Association, National Safety Council, National Bureau of Standards, the National Electrical Code and the Williams-Steiger Occupational Safety and Health Act of 1970. Such standards are hereby made a part of these specifications. C.Work shall be performed by workmen skilled in the particular craft, shall be executed in a workmanlike manner, and shall present a neat mechanical appearance when completed. Align, level and adjust equipment for satisfactory operation, and install so that connecting and disconnecting of piping and accessories can be made readily and so that parts are easily accessible for inspection, operation and maintenance. Methods and techniques of installation shall be subject to the review of the Architect/Engineer. D.Materials shall be the standard product of a reputable manufacturer regularly engaged in the manufacture of the specific product. Materials of the same type of class shall be the products of one manufacturer. For example, fans shall be from the same manufacturer and pumps from the same manufacturer. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-5 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC E.Materials shall be protected from damage, and stored indoors or protected from the weather at all times, unless other storage arrangements are approved by the Architect/Engineer. F.Bearing lubrication fittings shall be as recommended by the manufacturer and shall be extended, where necessary, to an accessible location. G.Material and equipment shall be installed in strict accordance with the manufacturer's recommendations. 2.4MATERIAL SUBSTITUTIONS A.Proposals as submitted shall be based on the products specifically named in the specification or on the drawings. Material or equipment by manufacturers other than those specified may be used only by permission of the Architect/Engineer. Such permission for substitution must be requested, in writing, in accordance with Division 1. B.The Architect/Engineer reserves the sole right for the approval of proposed material or equipment, and the phrase, "or approved equivalent", used in these specifications, or on the drawings, shall be interpreted to mean an equivalent approved by the Architect/Engineer. C.Changes required by alternate equipment shall be made at no additional cost tothe Owner; and costs incurred by other trades, public utilities or the Owner, as a result of the use of such equipment, shall be the responsibility of the Contractor. D.Furnish to the Architect/Engineer, when requested, samples of proposed material or equipment substitutions. These samples shall remain with the Architect/Engineer as long as needed. E.Identify the differences in alternate material or equipment as compared to that specified, and indicate the benefits to the project as a result of selecting the alternative. F.The Architect/Engineer reserves the right to refuse approval of equipment which does not meet the specification, in their opinion, or of equipment for which no local experience of satisfactory service is available. The Architect/Engineer further reserves the right to reject equipment for which maintenance service and the availability of replacement parts is questionable. 2.5JOINING MATERIALS A.Refer to individual Division23 piping Sections for special joining materials not listed below. B.Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents. 1.ASMEB16.21, nonmetallic, flat, asbestos-free, 1/8-inch(3.2-mm)maximumthickness unless thickness or specific material is indicated. a.Full-Face Type: For flat-face, Class125, cast-iron and cast-bronze flanges. b.Narrow-Face Type: For raised-face, Class250, cast-iron and steel flanges. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-6 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 2.AWWAC110, rubber, flat face, 1/8 inch(3.2 mm)thick, unless otherwise indicated; and full- face or ring type, unless otherwise indicated. C.Flange Bolts and Nuts: ASMEB18.2.1, carbon steel, unless otherwise indicated. D.Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated. E.Solder Filler Metals: ASTMB32, lead-free alloys. Include water-flushable flux according to ASTMB813. F.Brazing Filler Metals: AWSA5.8, BCuPSeries, copper-phosphorus alloys for general-duty brazing, unless otherwise indicated; and AWSA5.8, BAg1, silver alloy for refrigerant piping, unless otherwise indicated. 2.6DIELECTRIC FITTINGS A.Dissimilar metal piping fittings: Use Victaulic Style 47 dielectric waterway or equivalent by Anvil. No dielectric fittings shall be used." 2.7SLEEVES A.Steel Pipe: ASTMA53, TypeE, Grade B, Schedule40, galvanized, plain ends. B.Cast Iron: Cast or fabricated "wall pipe"equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. 2.8ESCUTCHEONS A.Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening. B.One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish. C.One-Piece, Cast-Brass Type: With set screw. 1.Finish: Polished chrome-plated and rough brass. D.Split-Casting, Cast-Brass Type: With concealed hinge and set screw. 1.Finish: Polished chrome-plated and rough brass. E.One-Piece, Stamped-Steel Type: With set screw or spring clipsand chrome-plated finish. F.Split-Plate, Stamped-Steel Type: With concealed hinge, set screw or spring clips, and chrome-plated finish. G.One-Piece, Floor-Plate Type: Cast-iron floor plate. H.Split-Casting, Floor-Plate Type: Cast brass with concealed hingeand set screw. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-7 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 2.9GROUT A.Description: ASTMC1107, GradeB, nonshrink and nonmetallic, dry hydraulic-cement grout. 1.Characteristics: Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. 2.Design Mix: 5000-psi(34.5-MPa),28-day compressive strength. 3.Packaging: Premixed and factory packaged. PART 3EXECUTION 3.1EXISTING CONDITIONS A.Examine the existingbuildings and grounds and become familiar with the conditions as they exist, or that will in any manner affect the work under this contract. No allowance will be made subsequently, in this connection, on behalf of the Contractor for any error or negligence by the Contractor. B.Existing equipment, such as duct or pipe, in or on the existing building and grounds which is to be replaced, or which interferes in any way with the remodeling of the existing facilities and/or installation of new equipment, shall be removed from the premises or relocated by this Contractor, as directed by the Architect/Engineer. Do not remove from the premises, any equipment that may have maintenance value to the Owner without permission of the Owner. Equipment, duct or pipe not to be reused shall be removed from the premises, unless otherwise noted herein or shown on thedrawings. C.Where existing equipment is removed or changed, all duct and pipe no longer in service shall be removed and stubs plugged as directed by the Architect/Engineer. Building surfaces damaged and openings left by removal of equipment shall be repaired by the proper trades and paid for by this Contractor, unless otherwise noted on the drawings. The cutting and fitting shall be done by this Contractor. The cutting of floor, ceiling or wall surfaces shall be done by this Contractor with extreme care, in order to avoid any disrupting or damage of existing utility services which may be encountered. Coordinate with other trades and with the General Contractor, to minimize the damage to the building in order to reduce the amount of patching required. D.Where new openings are cut and concealed piping is encountered, such items shall be removed or relocated as required. Where systems to be removed stub through floors, walls or ceilings, openings shall be patched so that no evidence of the former installation remains. E.Existing active services (water, gas, sewer, electric), when encountered, shall be protected against damage. Do not prevent or disturb operation of active services that are to remain. If active services are encountered which require relocation, make request to authorities with jurisdiction for determination of procedures. Where existing services are to be abandoned, they shall be terminated in conformance with requirements of the utility or municipality having jurisdiction. F.The location, size and elevation of underground utilities shown on the drawings are in accordance with data supplied by the Owner and/or the various utility companies. The Contractor shall verify this data and shall report any discrepancies to the Architect/Engineer before submitting his bid. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-8 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 3.2INTERRUPTION OF SERVICE A.Changes in service shall be made so as to provide a minimum of interference with the operation of services in the building. When changes require shutdown of building services, notify the proper building authorities no less than 24hours in advance and obtain approval from these authorities before making changes. Such notices shall give duration and nature of shutdown. Temporary arrangements shall be approved by the Architect/Engineer and/or Owner. B.Any and all interruptions to building services shall be in accordance withDivision 1. 3.3PIPING SYSTEMS -COMMON REQUIREMENTS A.Install piping according to the following requirements and Division23 Sections specifying piping systems. B.Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. C.Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. D.Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. E.Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. F.Install piping to permit valve servicing. G.Install piping at indicated slopes. H.Install piping free of sags and bends. I.Install fittings for changes in direction and branch connections. J.Install piping to allow application of insulation. K.Select system components with pressure rating equal to or greater than system operating pressure. L.Install escutcheons for penetrations of walls, ceilings, and floors according to the following: 1.New Piping: a.Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type. b.Insulated Piping: One-piece, stamped-steel type with spring clips. c.Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-9 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC d.Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, stamped- steel type. M.Sleeves are not required for core-drilled holes. N.Install sleeves for pipes passing through concrete and masonry walls and concrete floor and roof slabs. O.Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs. 1.Cut sleeves to length for mounting flush with both surfaces. a.Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches(50mm)above finished floor level. Extend cast-iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. 2.Install sleeves that are large enough to provide 1/4-inch(6.4-mm)annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials: a.SteelPipe Sleeves: For pipes smaller than NPS6(DN150). b.Steel Sheet Sleeves: For pipes NPS6(DN150)and larger, penetrating gypsum- board partitions. c.Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing. Secure flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to 2 inches(50mm)above finished floor level. 1)Seal space outside of sleeve fittings with grout. 3.Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using joint sealants appropriate for size, depth, and location of joint. P.Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Q.Verify final equipment locations for roughing-in. R.Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements. 3.4PIPING JOINT CONSTRUCTION A.Join pipe and fittings according to the following requirements and Division23 Sections specifying piping systems. B.Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. C.Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-10 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC D.Soldered Joints: Apply ASTMB813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTMB828 or CDA's "Copper Tube Handbook,"using lead-free solder alloy complying with ASTMB32. E.Threaded Joints: Thread pipe with tapered pipe threads according to ASMEB1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1.Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. 2.Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds. 3.5PIPING CONNECTIONS A.Make connections according to the following, unless otherwise indicated: 1.Install unions, in piping NPS2(DN50)and smaller, adjacent to each valve and at final connection to each piece of equipment. 3.6OPENINGS, CUTTING, AND PATCHING A.The General Contractor shall coordinate the placing of openings in the new structure, as required for the installation of the mechanical work. B.Furnish to the General Contractor the accurate locations and sizes for required openings. This shall not relieve this Contractor of the responsibility ofchecking to assure that proper size openings are provided. When additional patching is required due to this Contractor's failure to inspect this work, this Contractor shall make arrangements for the patching required to properly close the opening, to include patch painting. This Contractor shall pay any additional cost incurred in this respect. C.When cutting and patching of the structure is made necessary due to this Contractor's failure to install piping, ducts, sleeves or equipment on schedule, or due to this Contractor's failure to furnish, on schedule, the information required for the leaving of openings, it shall be this Contractor's responsibility to make arrangements for this cutting and patching. This Contractor shall pay any additional cost incurred in this respect. D.Provide cutting and patching and patch painting in the existing structure, as required for the installation of the work. Furnish lintels and supports as required for openings. Cutting of structural support members will not be permitted without prior approval of the Architect/Engineer. Extent of cutting shall be minimized. Use core drills, power saws or other machines which will provide neat, minimum openings. Patching shall match adjacent materials and surfaces and shall be performed by craftsmen skilled in the respective craft required. 3.7PAINTING A.The finish of any item that has been marred, scratched or damaged in any way by this Contractor shall be repainted at the expense of this Contractor, and to the satisfaction of the Architect/Engineer and the Owner. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-11 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 3.08CLEANING A.Keep the premises clean of all debris, caused by the work as described in DIVISION 1 B.Keep the premises clean of all debris caused by the work at all times, and keep materials stored, in areas designated by the Owner, in such a manner as not to interfere with the progress of the work of other Contractors or with the operation of existing facilities. C.At the conclusion of the construction, the site shall be thoroughly cleaned of all rubble, debris and unused material and shall be left in good order. Closed off spaces shall be cleaned of waste such as material, cartons, and wood frame members used in the construction. 3.09WIRING FOR MECHANICAL EQUIPMENT A.The electricalcontractor will provide power to and connection of motors and equipment furnished by this Contractor. Where disconnect switches are not specified to be furnished with the equipment, the electricalContractor will furnish disconnect switches for equipment furnished by this Contractor. B.Provide integral wiring, alarm wiring, control wiring, temperature control wiring and interlock wiring for equipment furnished, whether or not such wiring is furnished by the equipment vendor. C.Except where other Sections call for starters to be furnished by manufacturers as part of their equipment, the electricalcontractor will furnish motor starters for motors furnished by this Contractor. D.Furnish to the electricalcontractor, shop drawings and a schedule for motors and other mechanical equipment furnished, which require electrical services. The schedule shall include the locations for rough-ins, electrical loads, size, and electrical characteristics for services required. E.Additional costs incurred, where motors or equipment furnished by this Contractor require larger services or services of different electrical characteristics than those called for on the Electrical Drawings, due to the Contractor furnishing substitute equipment, shall be paid for by this Contractor. F.Review the Electrical Drawings and call to the attention of the Architect/Engineer, prior to bidding, omissions of electrical services required for equipment. G.Mechanical equipment which requires fuse protection, to maintain UL listing, shall be coordinated with the electricalcontractor to provide such protection. 3.10MOTORS A.TEFC and ODP motors for equipment supplied by this contractor shall meet or exceed the Energy Policy Act of 1992 (EPACT-92). The following table lists the nominal full-load efficiencies for various motor horsepowers at 1800 RPM: HP11.52357.510152025304050 ODP82.5848486.587.588.589.5919191.792.49393 TEFC82.5848487.587.589.589.5919192.492.49393 West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-12 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC 3.11PROTECTION A.Special care shall be taken for the protection of equipment furnished by this Contractor. Equipment and material shall be protected from elements such as weather, painting and plastering until the project is completed. Damage from rust, paint or scratches shall be repaired as required to restore equipment to original condition. B.Protection of equipment during the plastering and painting of the building shall be the responsibility of the contractor performing that work, but this shall not relieve this Contractor of the responsibility of checking to assure that adequate protection is being provided. C.Where the installation or connection of equipment requires this Contractor to work in areas previously finished by other contractors, this Contractor shall be responsible that such areas are protected and are not marred, soiled or otherwise damaged during the course of such work. This Contractor shall arrange with the other contractors for repairing and refinishing of such areas which may be damaged. D.When heavy materials must be placed upon or transported over the roof deck, sheeting shall be placed to distribute theweight and support such materials. Any damage shall be immediately corrected at no cost to the Owner. 3.12ASBESTOS IDENTIFICATION AND CONTROL A.In the event that suspected asbestos containing material (ACM) is encountered during the course of the work, cease operations in the immediate area and promptly notify the Architect/Engineer. Suspected materials will then be sampled and analyzed by the Owner. Should ACM be identified, the Owner's Representative will direct the procedures for abatement, either by subcontract to the Contractor or separate contractor. During abatement operations, cease operations in the immediate area of the abatement. Operations in other areas of the project may be performed, but care must be taken to control dust to avoid contamination of the abatement containment or air monitoring samples. The Contractor shall coordinate activities with the asbestos abatement contractor. Should no ACM be identified, operations may be resumed. Delays caused by identification, analysis or abatement may be added to the time of the contract, at the discretion of the Architect/Engineer by Change Order. 3.13NOISE AND VIBRATION A.Be responsible for the installation of all equipment in such a manner as to control the transmission of noise and vibration from any installed equipment or system, so that the sound level does not exceed NC35 in any occupied space. Be responsible for the correction of any objectionable noise in any occupied area due to improperly installed equipment. 3.14TESTS AND DEMONSTRATIONS A.Systems shall be tested and placed in proper working order prior to demonstrating systems to the Owner. West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-13 SECTION 23 0500 COMMON WORK RESULTS FOR HVAC B.Prior to acceptance of the mechanical installation, demonstrate to the Owner or his designated representatives essential features and functions of all systems installed, and instruct the Owner in the proper operation and maintenance of such systems. C.Furnish the necessary trained personnel to perform the demonstrations and instructions, and arrange to have the manufacturer's representatives for the system present toassist with the demonstrations. The Owner and Contractor shall each sign a certification stating that the training has been performed and the Owner accepts same. END OF SECTION 23 0500 West High Restrooms Remodel 114156-0 Common Work Results for HVAC 23 0500-14 SECTION 23 3416 FANS PART 1GENERAL 1.1SECTION INCLUDES A.The extent of work is shown on drawings and in schedules and by requirements of this section, and is hereby defined to include, but not by way of limitation, roof exhaust fans, andfan accessories. 1.2CODES AND STANDARDS A.Installer: A firm with at least 3 years of successful fan installation experience. B.AMCA Standards: Comply with air movement and control association standards as applicable to testing and rating fans, including but not limited to, AMCA 99, 210, 211, 261, 300, 301. Provide fans that bear the AMCA Certified Ratings Seal for sound and air performance. C.UL Compliance: Provide fan and components which are UL listed and labeled. D.SMACNA Standards: Comply with applicable portions of SMACNA duct construction standards. 1.3PRODUCT DELIVERY, STORAGE AND HANDLING A.Deliver products with factory-installed shipping skids and lifting lugs; pack components in factory fabricated protective framing. B.Handle products carefully to avoid damage to components, enclosures and finish. Do not install dam- aged components; replace and return damaged components to manufacturer for repairs or replace- ment. C.Store products in clean dry place and protect from weather and construction traffic. 1.4SUBMITTALS A.Shop Drawings: Shop drawings shall indicate assembly, unit dimensions, weight loading, required clearances, construction details, and field connection details. B.Product Data: Product data shall indicate performance data relative to the information scheduled on the drawings. In addition, provide dimensions, weights, capacities, ratings, fan performance, motor electrical characteristics, and gauges and finishes of materials. C.Provide fan curves with specified operating point clearly plotted. D.Submit sound power levels for both fan inlet and outlet and radiation at rated capacity. E.Submit electrical requirements for power supply wiring including wiring diagrams for interlock and control wiring clearly indicating factory installed and field installed wiring. F.Submit manufacturer’s installation instructions. G.Operation and Maintenance Data: Include manufacturer’s descriptive literature, operatinginstruc- tions, installation instructions, maintenance and repair data, and parts listing. West High Restrooms Remodel 114156-0 Fans 23 3416-1 SECTION 23 3416 FANS 1.5ENVIRONMENTAL REQUIREMENTS A.Do not operate units for any purpose, temporary or permanent, until ductwork is clean, filters are in place, bearings lubricated, and fan has been test run under observation. 1.6ACOUSTICS A.Fan manufacturer shall provide sound level data for cataloged operating range of unit. Data shall be obtained in conformance with ANSI S1.32-1980, American National Standard Methods for the De- termination of Sound Power Levels of Discrete Frequency and Narrow Band Noise Sources in Rever- beration Rooms and AMCA Standard 300-1967, test code for Sound Rating Air Moving Devices. 1.7EXTRA MATERIALS A.Supply two sets of belts for each belt driven fan. PART 2PRODUCTS 2.1MANUFACTURERS A.Subject to compliance with requirements, provide products by one of the following, or engineer ap- proved equivalent: 1.Cook 2.Greenheck 3.Penn-Barry 2.2GENERAL A.Provide fans of type, sizes, ratings and capacities as indicated on drawings and in schedules. 2.3ROOF EXHAUSTERS A.Roof Mounted Fans 1.Centrifugal or V-belt or directas indicated on drawingsdriven with spun aluminum housing, resilient mounted motor, 1/2 inch mesh bird screen, square base to suit roof curb, continuous curb gaskets, plate bolts and screws. 2.Roof Curb:Provide curb adapter to connect fan to existing curb. 3.Motorized Damper: Motorized opposed blade damper interlocked with fan. 4.V-Belt Drive: Cast iron or steel sheaves, dynamically balanced, bored to fit shafts and keyed, variable and adjustable pitch motor sheave selected so required rpm is obtained with sheaves set at mid-position, fan shaft with self aligning pre-lubricated ball bearings. West High Restrooms Remodel 114156-0 Fans 23 3416-2 SECTION 23 3416 FANS PART 3 EXECUTION 3.1INSPECTION A.Installer shall examine areas and conditions under which fans are to be installed, and notify Contrac tor in writing of conditions detrimental to proper completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to Installer. 3.2INSTALLATION OF FANS A.Install fans where shown in accordance with equipment manufacturer’s written instructions, recog- nized industry practices, and in accordance with National Electrical Code, to insure compliance with requirements and serve intended purposes. B.Coordinate with other work, including ductwork, roof decking, vibration isolation, and electrical work, as necessary to interface installation of fans with other work. C.Temporary Closure: Upon completion of installation, provide protective covering on fan ductwork connection openings to prevent entrance of dust and debris into equipment. D.Install vibration isolators and flexible electrical leads to properly isolate the fan vibration from the structure. E.Duct Connections: Provide ductwork, accessories, and flexible connections as indicated. F.Provide adjustable sheaves required for final air balance. G.Provide safety screen where inlet or outlet is exposed. H.Provide motorized damper on discharge of exhaust fans and as indicated. I.Do not operate fans in normal operation until ductwork is clean, filters are in place, bearings are lu- bricated, and fan has been test run under observation. J.Install electrical devices furnished by manufacturer but not specified to be factory mounted. Furnish copy of manufacturer’s wiring diagram submittals to Electrical Installer. 1.Verify that electrical wiring installation is in accordance with manufacturer’s submittal and installation requirements of Division 26sections. Ensure that rotation is in direction indicat- ed and intended for proper performance. Do not proceed with axial fan start-up until wiring installation is acceptable to centrifugal fan installer. 3.3ELECTRICAL CONNECTIONS A.Insure that the fan is wired properly for proper fan rotation and proper interface with associated out- door air damper. B.Provide positive electrical motor grounding. West High Restrooms Remodel 114156-0 Fans 23 3416-3 SECTION 23 3416 FANS 3.4TESTING A.After installation of fans has been completed, test each fan to demonstrate proper operation of unit at performance requirements specified, including, but not limited to, proper rotation of impeller. When possible, field correct malfunctioning units, then retest to demonstrate compliance. Replace units which cannot be satisfactorily corrected at no additional cost to owner. 3.5WARRANTY A.Provide a full parts warranty for one year from start-up or 18 months from shipment, whichever oc- curs first. END OF SECTION 233416 West High Restrooms Remodel 114156-0 Fans 23 3416-4