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HomeMy WebLinkAbout2018-144B (2)CONTRACT DOCUMENTS AND SPECIFICATIONS FOR SEBASTIAN CORNERS ROOF REPLACEMENT BID NO. 2018062 PROJECT NO. IRC -1765 PREPARED FOR THE BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY, FLORIDA PETER D. O'BRYAN, CHAIRMAN BOB SOLARI, VICE CHAIRMAN COMMISSIONER SUSAN ADAMS COMMISSIONER JOSEPH E. FLESCHER COMMISSIONER TIM ZORC JASON E. BROWN, COUNTY ADMINISTRATOR JEFFREY R. SMITH, CLERK OF COURT AND COMPTROLLER DYLAN REINGOLD., COUNTY ATTORNEY RICHARD B. SZPYRKA, P.E., PUBLIC WORKS DIRECTOR JAMES W. ENNIS, P.E., PMP, COUNTY ENGINEER 00001. -Project Title Page- REV 04-07 00001-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\ 4aster Contract Documents\Master Contract Documents\00001 - Project Title Page - REV 04-07.doc TABLE OF CONTENTS Section No. Title DIVISION 0 - BIDDING DOCUMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00001 Cover Sheet 00010 Table of Contents BIDDING DOCUMENTS 00100 Advertisement for Bids 00200 Instructions to Bidders 00300 Bid Package Contents 00310 Bid Form & Itemized Bid Schedule 00430 Bid Bond 00452 Sworn Statement under Section 105.08, Indian River County Code, on Disclosure of Relationships 00456 Qualifications Questionnaire 00458 List of Subcontractors CONTRACT FORMS 00510 Notice of Award 00520 Agreement 00550 Notice to Proceed 00610 Public Construction Bond 00620 Sample Certificate of Liability Insurance 00622 Contractor's Application for Payment 00630 Certificate of Substantial Completion 00632 Contractor's Final Certification of the Work CONDITIONS OF THE CONTRACT 00700 EJCDC Standard General Conditions of the Construction Contract 00800 Supplementary Conditions to the General Conditions 00942 Change Order Form 00946 Field Order Form 00948 Work Change Directive 00010-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin0d Documents\Master Contract Documents\Master Contract Documents\00010 - Table of Contents - REV 04-07.doc DIVISION 1 - GENERAL REQUIREMENTS PROJECT MANUAL (BY REI ENGINEERS, INC.) INCLUDES THE FOLLOWING: DIVISION 5 - METALS DIVISION 6 - WOOD, PLASTICS AND COMPOSITES DIVISION 7 - THERMAL AND MOISTURE PROTECTION + + END OF TABLE OF CONTENTS + + 00010-2 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian. Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00010- Table of Contents - REV 04-07.doc SECTION 00100 - Advertisement for Bids BOARD OF COUNTY COMMISSIONERS 180127"' Street Vero Beach, Florida 32960 Telephone: (772) 567-8000 FAX: (772) 770-5140 ADVERTISEMENT FOR BIDS INDIAN RIVER COUNTY Sealed bids will be received by Indian River County until 2:00 P.M. on Wednesday, June 27, 2018, Each bid shall be submitted in a sealed envelope and shall bear the name and address of the bidder on the outside and the words "SEBASTIAN CORNERS ROOF REPLACEMENT and Bid No.2018062". Bids should be addressed to Purchasing Division, 1800 27th Street, Vero Beach, Florida 32960. All bids will be opened publicly and read aloud at 2:00 P.M. All bids received after 2:00 P.M., on the day specified above, will not be accepted or considered. INDIAN RIVER COUNTY PROJECT NO. 1765 INDIAN RIVER COUNTY BID NO. 2018062 PROJECT DESCRIPTION: Removal and replacement of existing low slope roof system at Indian River North County Offices at Sebastian Corners with a complete watertight 20 - year warrantable assembly. All material and equipment furnished and all work performed shall be in strict accordance with the plans, specifications, and contract documents pertaining thereto. Copies of the documents are available at: www.demandstar.com or by contacting the Purchasing Division at (772) 226-1416 or purchasing(cD-ircgov.com. All other communications concerning this bid shall be directed to IRC Purchasing Division at purchasing(a ircgov.com. All bidders shall submit one (1) original and one (1) copy of the Bid Proposal forms provided within the specifications. Please note that the questionnaire must be filled out completely including the financial statement. BID SECURITY must accompany each Bid,and must be in the form of an AIA Document A310 Bid Bond, properly executed by the Bidder and by a qualified surety, or a certified check or a cashier's check, drawn on any bank authorized to do business in the State of Florida. Bid Security must be in the sum of not less than Five Percent (5%) of the total amount of the bid, made payable to Indian River County Board of County Commissioners. In the event the Contract is awarded to the Bidder, Bidder will enter in a 00100 - Advertisement for Bids REV 04-07 00100-1 F:\Public Works\ENGINEERING DIVISION PROJECTS11765 Sebastian Comers Roof Replacement\1-Admin0d DocumentsWaster Contract DocumentsWaster Contract Documents\10100 -Advertisement for Bids REV 04-07.doc Contract with the County and furnish the required 100% Public Construction Bond within the timeframe set by the County. If Bidder fails to do so, the Bid .Security shall be retained by the County as liquidated damages and not as penalty. The County reserves the right to delay awarding of the Contract for a period of ninety (90) days after the bid opening, to waive informalities in any bid, or reject any or all bids in whole or in part with or without cause/or to accept the bid that, in its judgement, will serve the best interest of Indian River County, Florida. The County will not reimburse any Bidder for bid preparation costs. A MANADORY Pre -Bid Conference will be held on Wednesday, June 13, 2018 at 10:00 A.M., in the Public Works conference room Al -303 of the Indian River County Administration Building located at 1801 27th Street, Vero Beach, Florida, 32960. ATTENDANCE AT THIS CONFERENCE /S REQUIRED. No bidder arriving after the meeting has begun will be allowed to sign in. The facility can be visited immediately following the meeting. INDIAN RIVER COUNTY By: Jennifer Hyde Purchasing Manager For Publication in the Indian River Press Journal Date: June 3. 2018 For: Indian River Press Journal Please furnish tear sheet and Affidavit of Publication to: INDIAN RIVER COUNTY PURCHASING DIVISION 1800 27th Street Building "B" Vero Beach, FL 32960 * * END OF SECTION * * 00100 - Advertisement for Bids REV 04-07 00100-2 RkPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract DocumentsWasler Contract Documents\00100 - Advertisement for Bids REV 04-07.doc SECTION 00200 - Instructions to Bidders TABLE OF CONTENTS Article No. - Title Pape ARTICLE1 - DEFINED TERMS................................:............................................................1 ARTICLE 2 - COPIES OF BIDDING DOCUMENTS................................................................1 ARTICLE 3 - QUALIFICATIONS OF BIDDERS......................................................................1 ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, ANDSITE................................................................................................................... 2 ARTICLE 5 - PRE-BID CONFERENCE..................................................................................4 ARTICLE 6 - SITE AND OTHER AREAS................................................................................4 ARTICLE 7 - INTERPRETATIONS AND ADDENDA..............................................................4 ARTICLE8 - BID SECURITY.................................................................................................5 ARTICLE 9 - CONTRACT TIMES...........................................................................................5 ARTICLE 10 - LIQUIDATED DAMAGES................................................................................6 ARTICLE 11 - SUBSTITUTE AND "OR -EQUAL" ITEMS ........................................................ 6 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS.......................................6 ARTICLE 13 - PREPARATION OF BID.................................................................................. 6 ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS..........................................................7 ARTICLE 15 - SUBMITTAL OF BID........................................................................................ 8 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID ................................................ 8 ARTICLE 17 - OPENING OF BIDS.........................................................................................9 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE ........................................... 9 ARTICLE 19 - AWARD OF CONTRACT................................................................................ 9 ARTICLE 20 - CONTRACT SECURITY AND INSURANCE....................................................10 ARTICLE 21 - SIGNING OF AGREEMENT............................................................................10 00200 - Instructions to Bidders REV 04-07 00200 - i FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1=Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00200 - Instructions to Bidders REV 04-07.doc SECTION 00200 - Instructions to Bidders TABLE OF ARTICLES (Alphabetical by Subject) Subject Article Awardof Contract......................................................................................................................19 Basis of Bid; Evaluation of Bids................................................................................................14 BidSecurity................................................................................................................................8 Bids to Remain Subject to Acceptance.....................................................................................18 Contract Security and Insurance...............................................................................................20 ContractTimes...........................................................................................................................9 Copies of Bidding Documents.....................................................................................................2 DefinedTerms............................................................................................................................1 Examination of Bidding Documents, Other Related Data, and Site.............................................4 Interpretationsand Addenda......................................................................................................7 LiquidatedDamages.................................................................................................................10 Modification and Withdrawal of Bid...........................................................................................16 Openingof Bids........................................................................................................................17 Pre -Bid Conference.................................................................................................................... 5 Preparationof Bid.....................................................................................................................13 Qualificationsof Bidders.............................................................................................................3 Signingof Agreement...............................................................................................................21 Siteand Other Areas..................................................................................................................6 Subcontractors, Suppliers and Others......................................................................................12 Submittalof Bid........................................................................................................................15 Substitute and "Or -Equal' Items...............................................................................................11 00200 - Instructions to Bidders REV 04-07 00200 - ii FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00200 - Instructions to Bidders REV 04-07.doc SECTION 00200 - Instructions to Bidders ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof: A. Bidder—The individual or entity who submits a Bid directly to OWNER. B. Issuing Office—The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. C. Successful Bidder—The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 OWNER and ENGINEER in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, within five days of OWNER's request Bidder shall submit written evidence such as financial data, previous experience, present commitments, and such other data as may be called for below. A. Bidder must have at least five years' experience in the construction of similar projects of this size and larger. B. Bidder must have successfully constructed, as prime CONTRACTOR, at least three projects similar in scope to this project. C. Bidder must have good recommendations from at least three clients similar to the OWNER. D: The Bidder's superintendent and assistants must be qualified and experienced in similar projects in all categories. E. Bidder must be able to provide evidence of authority to conduct business in the jurisdiction in which the project is located. 00200 - Instructions to Bidders REV 04-07 00200-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-AdmiMBid Documents\Master Contract DowmentsWaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc 3.02 Each bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. 3.03 The OWNER reserves the right to reject bids from Bidders that are unable to meet the listed required qualifications. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in paragraph 4.01.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02'of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by OWNERs of such Underground Facilities, including OWNER, or others. 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in paragraph 4.03.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions Bidder is responsible for.any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General Conditions. 00200 - Instructions to Bidders REV 04-07 00200-2 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00200 - Instructions to Bidders REV 04-07.doc Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions. 4.05 Upon a request directed to the Purchasing Division (purchasing(c)ircgov.com or (772) 226-1416), OWNER will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. 4.06 [THIS PARAGRAPH HAS BEEN DELETED INTENTIONALLY] 4.07 It is the responsibility of each Bidder before submitting a Bid to: A. examine and carefully study the Bidding Documents, including any Addenda and the other related data identified in the Bidding Documents; B. VISIT THE SITE AFTER CONTACTING THE PURCHASING DIVISION (Purchasing0ircgov.com or (772) 226-1416) TO MAKE ARRANGEMENTS IN ADVANCE, AND BECOME FAMILIAR WITH AND SATISFY BIDDER AS TO THE GENERAL, LOCAL, AND SITE CONDITIONS THAT MAY AFFECT COST, PROGRESS, AND PERFORMANCE OF THE WORK; C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, or performance of the Work; D. carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E. obtain and carefully study (or assume responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (overhead, surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto; F. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; G. become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; 00200 - Instructions to Bidders REV 04-07 00200-3 FAPublic Works%ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacemenfll-Admin\Bid DocumentsWlaster Contract DocumentsWaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc H. correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents; I. promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to Bidder; and J. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. 4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE 5.01 The date, time, and location for a MANDATORY Pre -Bid conference are specified in the Advertisement for Bids. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are REQUIRED to attend and participate in the conference. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 CONE OF SILENCE. Potential bidders and their agents shall not communicate in any way with the Board of County Commissioners, County Administrator or any County staff other than Purchasing personnel in reference or relation to this solicitation. This restriction shall be effective from the time of bid advertisement until the Board of County Commissioners meets to authorize award. Such communication may result in disqualification. 00200 - Instructions to Bidders REV 04-07 00200-4 F:\Public Works\ENGINEERING DIVISION PROJECTSN1765 Sebastian Comers Roof ReplacementN-Admin\Bid Documents\tdaster Contract Documentswaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc 7.02 All questions about the meaning or intent of the Bidding Documents are to be submitted to PURCHASING (purchasing(aircaov.com) in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties through the Issuing Office as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.03 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. ARTICLE 8 - BID SECURITY 8.01 Each Bid must be accompanied by Bid Security made payable to OWNER in the amount of five percent of the Bidder's maximum base bid price and in the form of a certified check; cashier's check; or an AIA Document A310 Bid Bond issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. The Bid Bond shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. The Surety must be authorized to issue surety bonds in Florida. The Bidder shall require the attorney-in-fact who executes any Bond, to affix to each a current certified copy of their Power of Attorney, reflecting such person's authority as Power of Attorney in the State of Florida. Further, at the time of execution of the Contract, the Successful Bidder shall for all Bonds, provide a copy of the Surety's current valid Certificate of Authority issued by the United States Department of the Treasury under 31 United States Code sections 9304- 9308. The Surety shall also meet the requirements of paragraphs 5.01 and 5.02 of the General Conditions. 8.02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be retained by the owner. The Bid Security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of seven days after the Effective Date of the Agreement or 91 days after the Bid opening, whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid Security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of calendar days within which, or the dates by which, the Work is to be (a) Substantially Completed and (b) also completed and ready for final payment are set forth in the Agreement. 00200 - Instructions to Bidders REV 04-07 00200-5 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00200 - Instructions to Bidders REV 04-07.doc ARTICLE 10 - LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. ARTICLE 11 - SUBSTITUTE AND "OR -EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or -equal' items. Whenever it is specified or described in the Bidding Documents that a substitute or "or - equal' item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The. procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions and may be supplemented in the General Requirements. ARTICLE 12 -,SUBCONTRACTORS, SUPPLIERS, AND OTHERS 12.01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to OWNER in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within five days after Bid opening,. submit to OWNER a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects .and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, without an increase in the Bid. 12.02 If apparent Successful Bidder declines to make any such substitution, OWNER may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining .to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection: ARTICLE 13 - PREPARATION OF BID 13.01 The Bid form is included with the Bidding Documents. 13.02 All blanks on the Bid form shall be completed by printing in ink or by typewriter and the Bid signed. A Bid price shall be indicated for each section, Bid item, alternative, adjustment unit 00200 -Instructions to Bidders REV 04-07 00200-6 DoPublic Works\ENGINEERING DIVISION PROJECREV 04- 7.doc 6 Sebastian Corners Roof Replacement\t-Admin\Bid Documents\Master Contract Documenls\Master Contract Dowments\00200 -Instructions to Bidders REV 04-07.doc price item, and unit price item listed therein, or the words "No Bid," "No Change," or "Not Applicable" entered. 13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. 13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm must be shown below the signature. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturor in the manner indicated on the Bid form. The official address of the joint venture must be shown below the signature. 13.08 All names shall be typed or printed in ink below the signatures. 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid form. 13.10 The address and telephone number for communications regarding the Bid shall be shown 13.11 The Bid shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder's state contractor license number or county registration number for the state or county of the Project, if any, shall also be shown on the Bid form. 13.12 All supporting information requested in the Bid Form must be furnished. Do not leave any questions or requests unanswered. 13.13 In accordance with Florida Statutes Section 218.80, the "Public Bid Disclosure Act", Indian River County as OWNER is obligated to disclose all license, permit, impact, or inspection fees that are payable to Indian River County in connection with the construction of the Work by the accepted bidder. All permit, impact, or inspection fees payable to Indian River County in connection with the work on this County project will be paid by Indian River County, with the exception of re -inspection fees. The Bidder shall not include ANY PERMIT, IMPACT, NOR INSPECTION FEES payable to Indian River County in the bid. ARTICLE 14 - BASIS OF BID; EVALUATION OF BIDS 14.01 Unit Price A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid schedule. 00200 - Instructions to Bidders REV 04-07 00200-7 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract DocumentsXMaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc B.. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item. The final quantities and Contract Price will be determined in accordance with paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 14.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11.02 of the General Conditions. 14.03 The Bidder's attention is called to the fact that any estimate of quantities of work to be done and materials to be furnished under the Specifications as shown on the Bid Schedule, or elsewhere, is approximate only and not guaranteed. The OWNER does not assume any responsibility that the final quantities shall remain in strict accordance with the estimated quantities, nor shall the Bidder plead misunderstanding or deception because of such estimate of quantities or of the character, location of the work, or other conditions pertaining thereto. ARTICLE 15 - SUBMITTAL OF BID 15.01 The Bid form is to be completed and submitted with the Bid security and the following data: A. Sworn Statement under Section 105.08, Indian River County Code, on Disclosure of Relationships. B. Sworn Statement under the Florida Trench Safety Act. C. Qualifications Questionnaire. D. List of Subcontractors. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project Title and Bid Number (and, if applicable, the designated portion of the Project for which the Bid is submitted), Bid Number, the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If mail or other delivery system sends a Bid, the sealed envelope containing the Bid shall be enclosed in a separate envelope' plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to Indian River County, Purchasing Division, 1800 27tI`I Street, Vero Beach, Florida, 32960. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids. 00200 - Instructions to Bidders REV 04-07 00200-8 FAPublic Works\ENGINEERING. DIVISION PROJECTSN765 Sebastian Comers Roof Replacement\t-Admin\Bid DocumentsWlaster Contract DocumentsXMaster Contract. Documents\06200 - Instructions to Bidders REV 04-07.doc 16.02 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the advertisement or invitation to Bid and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but OWNER may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period. ARTICLE 19 - AWARD OF CONTRACT 19.01 OWNER reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non -responsible. OWNER may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder. OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. The County will not reimburse any Bidder for bid preparation costs. Owner reserves the right to cancel the award of any Contract at any time before the execution of such Contract by all parties without any liability to the Owner. For and in consideration of the Owner considering Bids submitted, the Bidder, by submitting its Bid, expressly waives any claim to damages, of any kind whatsoever, in the event the Owner exercises its right to cancel the award in accordance herewith. 19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. 19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. It is the OWNER's intent to accept alternates (if any are accepted) in the order in which they are listed on the Bid form, but OWNER may accept them in any order or combination. 19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, 00200 - Instructions to Bidders REV 04-07 00200-9 F:tPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replaoement\1-Admin\Bid DocumentsWaster Contract DocumentsWaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. 19.06 If the Contract is to be awarded, OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. 19.07 OWNER has no local ordinance or preferences, as defined in FS 255.0991 (2) in place, therefore no preference prohibited by that section will be considered in the acceptance, review or award of this bid. 19.08 Any actual or prospective bidder or proposer who is aggrieved in connection with the bidding and/or selection process may protest to the OWNER's Purchasing Manager. The protest shall be submitted in writing to the Purchasing Manager within seven (7) calendar days after the bidder or proposer knows or should have known of the facts giving rise to the protest. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth OWNER's requirements as to Public Construction Bond and insurance. When the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bond, unless the Bond has been waived due to the total contract being less than $100,000. ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within fifteen (15) days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER. 21.02 OWNER shall return one fully signed counterpart to Successful Bidder. 21.03 Should Bidder to whom the Contract has been awarded refuse or fail to complete the requirements of Article 21.01 above, the additional time in calendar days, required to correctly complete the documents will be deducted, in equal amount, from the Contract time. Or, the OWNER may elect to revoke the Award and the OWNER shall hold the Bid Bond for consequential damages incurred, and the Contract may be awarded as the OWNER desires. * * END OF SECTION * * 00200 - Instructions to Bidders REV 04-07 00200-10 F:\Public Works\ENGINEERING DIVISION PROJECTS%1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsWaster Contract Documents\00200 - Instructions to Bidders REV 04-07.doc SECTION 00300 - Bid Package Contents THIS PACKAGE CONTAINS: SECTION TITLE Bid Form Bid Bond SECTION NUMBER 00310 00430 Sworn Statement on Disclosure of Relationships 00452 Qualifications Questionnaire List of Subcontractors 00456 00458 SUBMIT ONE (1) ORIGINAL AND ONE (1) COPY OF THIS COMPLETE PACKAGE WITH YOUR BID * * END OF SECTION * * 00300 - Bid Package Contents - REV 04-07 003001 FAPublic Works\ENGINEERING DMSION PROJECTS\1765 Sebastian Corners Roof Replacement\I-Admin\Bid Documents\Master Contract DocumentsWaster Contract Documents\00300 - Bid Package Contents - REV 04-07.doc SECTION 00310 - Bid Form PROJECT IDENTIFICATION: Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT County Project Number: 1765 Bid Number: 2018062 Project Address: 1919 US HIGHWAY 1 SEBASTIAN, FLORIDA 32958 Project Description: REMOVAL AND REPLACEMENT OF EXISTING LOW SLOPE ROOF SYSTEM AT INDIAN RIVER NORTH COUNTY OFFICES AT SEBASTIAN CORNERS WITH A COMPLETE WATERTIGHT 20 -YEAR WARRANTABLE ASSEMBLY. THIS BID IS SUBMITTED TO: INDIAN RIVER COUNTY 180027 1h Street VERO BEACH, FLORIDA 32960 01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 90 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum Date Addendum Number June 15, 2018 1 B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground 00310 - Bid Form REV 04-07 00310-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract Documents\Master Contract Dacuments\0 M -Bid Font REV 04. 07.doc Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition, if any, which have been identified.in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. [The remainder of page intentionally left blank] 00310 - Bid Form REV 04-07 00310-2 FAPublic Warks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-AdminSid Documents\Master Contract Documents\Master Contract Documents100310 -Bid Fon REV 04- 07.doc ITEMIZED BID SCHEDULE PROJECT NAME:SEBASTIAN CORNERS ROOF REPLACEMENT IRC PROJECT NO. 1765 BID NO. 2018062 BIDDER'S NAME: The Roof Authority, Inc. Itein No.. Description Unit, Quantity Unit Price Amount ROOF REPLACEMENT - SECTORS A & B REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM INCLUDING FLASHING AND SHEET METAL DOWN TO THE EXISTING STRUCTURAL DECK; RESECURE STRUCTURAL DECK TO STRUCTURAL FRAMING MEMBERS; RESECURE THE EXISTING EDGE NAILERS TO REMAIN IN PLACE; LOOSE LAY INSULATION, MECHANICALLY ATTACH GYPSUM BOARD OVERLAYMENT; MECHANICALLY ATTACH THERMOPLASTIC SINGLE PLY MEMBRANE ALONG WITH FLASHING AND ACCESSORIES AND PROVIDE SHEET META FLASHINGS AND TRIM TO PROVIDE A COMPLETE, WATERTIGHT, 20 -YEAR WARRANTABLE ROOF ASSEMBLY. $292,000.00 001 SF 17,860 SCREEN WALL - SECTOR A, PROVIDE NEW SCREEN WALL WITH GATE DOOR ALONG WITH FLASHING AND ACCESSORIES AND PROVIDE SHEET METAL FLASHINGS AND TRIM TO PROVIDE A 20 -YEAR WARRANTABLE 002 WALL PANEL ASSEMBLY. LF 223 $40,000.00 FORCE ACCOUNT 50,000.00 TOTAL BID AMOUNT INCLUDING FORCE ACCOUNT) TOTAL $382,000.00 TOTAL PROJECT BID AMOUNT IN WORDS Three Hundred Eighty Two Thousand Dollars and no cents NOTE: IF THERE IS A DISCREPANCY BETWEEN THE PLANS (SUMMARY OF PAY ITEMS) AND THE ITEMIZED BID SCHEDULE, THE BID DOCUMENTS WILL GOVERN. SF = SQUARE FOOT LF = LINEAR FOOT 00310-3 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract DocumentsWaster Contract Documents\Itemized Bid Schedule IRC 1765 5.01 Bidder shall complete the Work in accordance with the Contract Documents for the price(s) contained in the Bid Schedule: A. The Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. B. The Owner reserves the right to omit or add to the construction of any portion or portions of the work heretofore enumerated or shown on the plans. Furthermore, the Owner reserves the right to omit in its entirety any one or more items of the Contract without forfeiture of Contract or claims for loss of anticipated profits or any claims by the Contractor on account of such omissions. C. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided. The quantities actually required to complete the contract and work may be less or more than so estimated, and, if so, no action for damages or for loss of profits shall accrue to the Contractor by reason thereof. D. Unit Prices have been computed in accordance with paragraph 11.03.6 of the General Conditions. 6.01 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified, which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Itemized Bid Schedule B. Required Bid security in the form of Bid Bond C. Qualifications Questionnaire; D. List of Subcontractors; 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. SUBMITTED on June 27 20 18 State Contractor License No. CCC056933 00310-4 00310 — Bid Form REV 04-07 FAPublic Works\ENGINEERING DIVISION PROJECTS\1735 IRC Jail Compex Roof Replacement -Repair Project\1-Admin\Bid Documents\Master Contract Documents\00310 - Bid Form REV 04-07.doc If Bidder is: An Individual Name (typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business address: Phone No.: FAX No.: Email: A Partnership Partnership Name: (SEAL) By: (Signature of general partner -- attach evidence of authority to sign) Name (typed or printed): Business address: Phone No.: FAX No.: Email: A Corporation Corporation Name: _ State of Incorporation Type (Generalsi e By: _ 11—A The Roof Authority, Inc. Florida Professional, Service, Limited Liability): (Signatur-- a`ttach vidence of authority to sign) Name -(type or jnted): Christopher A. Long Title: President (SEAL) (CORPORATE SEAL) Attest (Signature of Corporate ecretary) Business address: 6771 North Old Dixie Hwy Fort Pierce, FI. Phone No.: 772-468-7870 FAX No.: 172-468-4277 Email: - - Email: tral993@gmail.com Date of Qualification to do business is 1993 A Joint Venture Joint Venture Name: (SEAL) By: (Signature of joint venture partner -- attach evidence of authority to sign) 00310-5 00310 —Bid Form REV 04-07 FAPublic Works\ENGINEERING DIVISION PROJECTS\1736 IRC Health Department Roof Replacement Project\1-Admin\Bid DocumentsWaster Contract Documents\00310 - Bid Form REV 04-07.doc Indian River County Purchasing Division 1800 2711 Street Vero Beach, FL 32960 Phone (772) 226-1416 ADDENDUM NO. 1 Date: June 1S, 2018 Project Name: Sebastian Corners Roof Replacement Bid Number: 2018062 Bid Opening Date: June 27, 2018 at 2:00 p.m. This addendum is released to provide minutes to the mandatory pre-bid meeting and answer a question received. The information herein is incorporated into the bid documents: Question 1. Please consider specifying Johns Manville as an approved manufacturer for your roofing systems. Answer: Roofing products or product manufacturers are selected by the Owner's design consultant based on project specific conditions and/or the Owner's anticipated project performance level. Following the award of a project, the contractor may request to use products or product manufacturers not specified in the project design as long as they acceptably meet or exceed the Owner's intended design. Attachments: Pre -Bid Meeting Minutes Pre -Bid Sign In Sheet ********This Addendum MUST be acknowledged where indicated on the Bid Form and/or by return of this page with your proposal********* Company Name The Roof Authority, Inc. Name: Christopher A. Long Title: President (Type / printed) Authorized Signature: Date: Telephone: 772-468-7870 Fax: Page I of I June 27, 2018 772-468-2247 Page I of 3 Board of County Commissioners �tvE�p 180127th Street o -4 Vero Beach, Florida 32960-3365 Telephone: (772) 567-8000 �loRto� Fax: (772) 778-9391 PRE-BID MEETING AGENDA MINUTES JUNE 13, 2018, 10:00 A. M. INDIAN RIVER COUNTY ADMINISTRATION BUILDING Room Al -303 Building A Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT Project Number: IRC -1765 Bid Number: 2018062 The following meeting notes set forth our understanding of the discussions and decisions made at the subject meeting. If no objections, questions, additions, or comments are received within two (2) working days from issuance of the meeting notes, we will assume that our understandings are correct. The project will move forward according to the bid plans and specifications and the understandings herein. INTRODUCTIONS /SIGN IN SHEET This is a Pre -Bid Meeting; Attendance at this conference by all bidders is MANDATORY. Bidders must sign in before 10:00 A.M. to receive credit for attending. PROJECT DESCRIPTION: Removal and replacement of existing low slope roof system at the North County Offices at Sebastian Corners with a complete watertight 20 -year warrantable assembly. CONTRACT DETAILS Bid opening: Wednesday, June 27, 2018 at 2:00 PM Contract time: 45 days to substantial completion 60 days to final completion Estimate: $310,000 (includes force account) Liquidated Damages: $1241.00 per day CONTACTS BIDDING PROCESS All communications concerning this bid shall be directed to Indian River County Purchasing Division at ourchasing@ircgov.com PROJECT CONSULTANTS: REI Engineers, Inc. FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comn Roof Replacement\4-6nsVudion\Meetings\Pre-Bid\IRC-1765-Pre-Bid Agenda.doc Page 2 of 3 OTHER COORDINATION City of Sebastian Building Department North County Offices at Sebastian Corners (Project) PROJECT CONSIDERATIONS • Project Site Access: o Contractor shall submit a roof access plan o Contractor shall submit a public safety plan, including separation of work areas from the general public, public parking areas, and public access points to the existing tenant spaces o Standard work hours o Contractor must submit a request for proposed weekend or night work • Staging and Material Storage o Storage areas must be preapproved by county staff o Portable restroom facilities • Addendums o Provide project related comments and questions ASAP. Response to comments and questions received within 10 days of the bid opening date will not be provided • Subcontractors o Per Contract Documents requirements "Section 00458 — List of Subcontractors" DISCUSSION Questions & Answers Andy Sobczak, Indian River County Infrastructure Project Manager, began the meeting with introductions, then provided a brief description of the Sebastian Corners Roof Replacement project that included a technical description by Mark Renninger, REI Engineers, Inc, the County's roof design consultant. During the project description, several contractors in attendance asked project related questions. The questions and responses were as follows: 1. A contractor asked if the 4'screen wall is to be constructed by others. AndySobczak responded no, the screen wall is to be constructed by the roofing contractor or subcontractor to the roofing contractor. 2. A contractor asked of the details are available for the 4'screen wall. Mark Renninger responded that the details are included in the project plans and specs. Following the end of the project description, Andy Sobczak opened the meeting to discussion and asked for any questions or comments. The following questions and comments were raised: 1. A contractor asked about the location of the screen wall and if the roof has structural slope. Andy Sobczak responded that the screen wall is located along the back or west wall of the building Page 3 of 3 and that the roof does have structural slope. 2. A question was asked about responsibility for raising rooftop units. Mark Renninger responded that since there is 4" of roof insulation existing, and 4" of roof insulation going back on the roof, the rooftop units should not need to be raised. 3. A contractor asked about arranging a site visit to the project site (in addition to the site visit scheduled following the Pre -Bid meeting). After a review by County Staff, One additional site visit can be arranged. To arrange a site visit, a request must be made to the Purchasing Division no later than 9AM Monday June 18, 2018. The additional site visit will be scheduled based on requests received and will be noticed via addendum. 4. A question was asked regarding the condition of the rooftop units. Mark Renninger responded that the condition is good, and generally consistent throughout the units. Mark added that there is a future penetration included on the plans that the roofing contractor will need to flash in. 5. A contractor asked for clarification regarding the steel deck repair included in the plans/specs. Mark Renninger explained that the steel deck repair is based on the level of corrosion found, if any. 6. A question was asked regarding the wood block nailers shown on the plans. Based on a review of the project plans, the wood block nailers are to be replaced as part of the project. Z A question was asked regarding additional submittals required for the City of Sebastian Building Permit. Mark Renninger responded that the engineering for the project is complete, but the contractor will need to submit Florida Product Approval documentation and a fastening plan based on the specific products selected for the project. With no further questions or comments, the meeting was ended at 10:23AM. A site visit followed to the Sebastian Corners project site with several contractors in attendance. . Za km y ����. s, t •z �r`�`.3 � E f.,TS' , c� •0 ��.. Pj 'Q CILF� C yMI CIS ° cod N rG rn J. c; iJ low 1�7 -Yf• ���yy gym` �ry • .. -�. Q. S- �:__. ��� 1����� '*�F . �S �,� ,•-,,.��, — � awl ,q�' ti + 3 w � � � e„ �'` �� 'off. ��'� ' i� ��n •rias Na 21 N . �� �'. :N ��� :�at, rho N ,� " �, z. • Y r N' N' w � k qg 11 1 � Jr NEI TRR i P r ell F s "30 Ym 1 till t� ,k x OF 10GD?.a N: g. arcJSrn 7`' lU w*;�r ; `,,,,,� 'Z Ile:MIA m. Tz --- - j- s a x a, § SECTION 00 62 33 ROOF MANUFACTURER'S ACKNOWk.Efi3GNTENT O;vner: Indian River Count) Project Name: Sebastian Corners Roof Replacement Project Address: 1919 Highway 1, Sebastian. Florida 32958 Roofing Contractor: The Roof Authority, Inc. Address: 6771 N Old Dixie Highway, Fort Pierce, FL 24946 Telephone: 772_-468-78 70 F acsirtti le: 772-468-2247 This is to advise the Owner that having thoroughly reviewed the Specifications and Drawings contained \111ithin the Project Manual dated May 29, 2018 for the above -titled project, we acknowledge that the roof system(s) and flashing system(s) specified are suitable for use on this project. Having reviewed the project requirements in detail. the Manufacturer will provide a written response to the Engineer seven days prior to the bid date. if conflicts between the Manufacturer's requirements occur with the above listed documents. The manufacturer certifies that the installer is approved. authorized, or licensed by manufacturer to install specified roof system and is eligible to receive the specified manufacturer's warranty. 3. The manufacturer Will comply with the specified requirements for on-site techrvcal support. LL Ve �� V �T Z is hereby designated as our Liaison on this project. (Print or type name of Liaison) X83 -3 Telephone Facsimile Roof Manufacturer's Company Dame Roofanufacturer/Represeentative ature Date G.JCiye Sh t! LT Z Roof Manufacturer Representative's Name Title a 0 �- --.f L, LA%vs �E o171 `/yGaq Roof Manufacturer's Address 8 0 -0 - `�/z 7-- - S7� Telephone Facsimile END OF SECTION 00 62 33 Sebastian Corners Roof Replaccmem 00 02 33-1 Roof Manufacturer's Ackno" ledeement # THE AMERICAN INSTITUTE OF ARCHITECTS A 1 Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we The Roof Authority, Inc. 6771 N Old Dixie Hwy Ft Pierce, FL 34946 as Principal, hereinafter called the Principal, and American Southern Insurance Company, 365 Northridge Road Suite 400 Atlanta, GA 30350 a corporation duly organized under the laws of the State of Kansas as Surety, hereinafter called the Surety, are held and firmly bound unto Indian River County 1800 27th Street Vero Beach, FL 32960 as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF AMOUNT BID — PENAL SUM NOT TO EXCEED THIRTY FIVE THOUSAND & 00/100 DOLLARS( 5 % Not To Exceed $35,000.00 ) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for SEBASTIAN CORNERS ROOF REPLACEMENT BID 2018062 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 25th day of JUNE r •� ti (W ness) 7-- (Witn 2018 zip,o (Principal) ?( J L (Seal) i Cl tnq (Title) American Southerfi Insurance Comoarty� (Surety) J Jason S. Centrella, Attorney 1n Fact AIACAUTION: You should sign an originallA document which has this caution printed in red An original assures that changes will notXbred as may occur when documents are reproduced WARNING: Unlicensed photocopyinS. copyright law, and is subject to legal prosecution. AIA DOCUMENT A310 BID BOND AIA FEBRUARY 1970 ED • THE AME CAN IN Fr E OF ARS ITECTS. 1735 N.Y. AVE.. NW., WASHINGTON. D.C. 20006 �'asnnS§. _enter, 'a Florida 1?es. A aeu,. #A300489 F.0 t4ox 600962 904-230-1324 SECTION 00452 SWORN STATEMENT UNDER SECTION 105.08, INDIAN RIVER COUNTY CODE, ON DISCLOSURE OF RELATIONSHIPS THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement MUST be submitted with Bid, Proposal or Contract No. 2018062 for SEBASTIAN CORNERS ROOF REPLACEMENT. 2. This sworn statement is submitted by: whose business address is: The Roof Authority, Inc. (Name of entity submitting Statement) 6771 North Old Dixie Hwy., Fort Pierce, FI. 34946 My name is Christopher A. Long (Please print name of individual signing) and my relationship to the entity named above is President/Qualifier 4. I understand that an "affiliate" as defined in Section 105.08, Indian River County Code, means: The teen "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of the entity. I understand that the relationship with a County Commissioner or County employee that must be disclosed as follows: Father, mother, son, daughter, brother, sister, uncle, aunt, first cousin, nephew, niece, husband, wife, father-in-law, mother-in-law, daughter-in-law, son-in-law, brother-in-law, sister-in-law, stepfather, stepmother, stepson, stepdaughter, stepbrother, stepsister, half brother, half sister, grandparent, or grandchild. 6. Based on information and belief, the statement, which I have marked below, is true in relation to the entity submitting this sworn statement. [Please indicate which statement applies.] X Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, have any relationships as defined in section 105.08, Indian River County Code, with any County Commissioner or County employee. 00452-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00452 Disclosure of Relations hips.doc The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents, who are active in management of the entity have, the following relationships with a County Commissioner or County employee: Name of Affiliate or entity STATE OF Florida COUNTY OF St. Lucie Name of County Commissioner or employee Relationship ignature) J,.rr 271, tat k (Date) The foregoing instrument was acknowledged before me this 27th day of June 20 18� by Christopher A. Long , who is personally known to me or who has produced as identification. NOTARY PUBLIC SIGN: Iyr,,o' o'sumt—' PRINT: m \AJ So 1401-- Not ry Public, State at large My Commission Expires: (Seal) Timothy W. Sutton A"'Vce gsNOTARY PUBLIC STATE OF FLORIDA Comm#GG185982 Is�Expires 3/2012022 00452-2 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00452 Disclosure of Relationships.doc SECTION 00456 - QUALIFICATIONS QUESTIONNAIRE NOTICE: THE OWNER RETAINS THE DISCRETION TO REJECT THE BIDS OF NON - RESPONSIBLE BIDDERS. UNDER PENALTY OF PERJURY, the undersigned Bidder Guarantees the truth and accuracy of all statements and answers herein contained. Failure to comply with these requirements may be considered sufficient justification to disqualify a Bidder. Attach additional sheets as required. Documentation Submitted with Project No: IRC -1765 Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT. 1. Bidder's Name / Address: The Roof Authority, Inc. 6771 North me Hwy. Fort Fierce, H. �AU411J 2. Bidder's Telephone & FAX Numbers: 772-468-2247 Fax 3. Licensing and Corporate Status: 772-468-7870 a. Is Contractor License current? Yes b. Bidder's Contractor License No: 05 [Attach a copy of Contractor's License to the bid] c. Attach documentation from the State of Florida Division of Corporations that indicates the business entity's status is active and that lists the names and titles of all officers. 4. Number of years the firm has performed business as a Contractor in construction work of the type involved in this contract: 25 5. What is the last project OF THIS NATURE that the firm has completed? Piper Aircraft Building 9 6. Has the firm ever failed to complete work awarded to you? NO [If your answer is "yes", then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which the firm failed to complete the work.] 7. Has the firm ever been assessed liquidated damages? NO [If your answer is "yes", then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which liquidated damages have been assessed.] 8. Has the firm ever been charged by OSHA for violating any OSHA regulations? Yes 00456 - Qualifications Questionnaire 00456 - i FAPublic Works\ENGINEERING DNISION PROJECTS\1765 Sebastian Comers Roof Replacement\I-Admin\Bid DocumentsWaster Contract Documents\Master Contract Documents\00456 - Qualifications Questionnaire.doc The Roof Authority, Inc. June 27, 2018 Sebastian Corners Roof Replacement Item 8) OSHA Violation Explanation During August 4, 2013, workmen working on a weekend were found to be on the roof without wearing proper fall protection devices. The Roof Authority, Inc has since implemented a comprehensive safety program that includes individual safety training and weekly safety meetings for all field personnel. Wyndham Palm Aire Resort 2601 Palm Aire Drive Pompano Beach, FL 33069 [If your answer is "yes", then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which OSHA violations were alleged.] 9. Has the firm implemented a drug-free workplace program in compliance with Florida Statute 287.087? Yes (In the case of.a tie, preference will be given to businesses with drug-free workplace programs) 10. Has the firm ever been charged with noncompliance of any public policy or rules? NO [If your answer is "yes", then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project.] 11. Attach to this questionnaire, a notarized financial statement and other information that documents the firm's financial strength and history. 12. Has the firm ever defaulted on any of its projects? NO [If your answer is "yes", then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which a default occurred.] 13. Attach a separate page to this questionnaire that summarizes the firm's current workload and that demonstrates its ability to meet the project schedule. 14. Name of person who inspected the site of the proposed work for the firm: Name: Tim Sutton Date of Inspections: 06/13/2018 15. Name of on-site Project Foreman: Antonio Quintero Wel 17 W Number of years of experience with similar projects as a Project Foreman: 18 Name of Project Manager: Bob Skowronski Number of years of experience with similar projects as a Project Manager: 25+ State your total bonding capacity: State your bonding capacity per job: $2,000,000.00 $1,000,000.00 19. Please provide name, address, telephone number, and contact person of your bonding company: Alter Surety Group David T. Satine 5979 NW 151st Street, Suite 202 Miami Lakes, - [The remainder of this page was left blank intentionally] 00456 - Qualifications Questionnaire 00456-2 FAPublic Works\ENGINIEERTNG DIVISION PROJECTSU 765 Sebastian Comers Roof Replacement\t-Admin\Bid DocurrentsWaster Contract DocumentsWaster Contract Documents\00456 - Qualifications Questionnaire.doc 12:41 PM THE ROOF AUTHORITY, INC. 06/27/18 Profit & Loss Accrual Basis January through December 2017 Jan - Dec 17 - Ordinary Income/Expense 2,885.82 Income 34,584.78 Rebates and Refunds 153.00 45100 • Job/Sales Income 2,866,901.62 45250 • Insurance Refunds -Rebates 1,794.00 45300 • Discount & Finance Chg Income 94.50 Total Income 2,868,943.12 Cost of Goods Sold 2,885.82 51200 • Misc. Job Expenses 34,584.78 51400 • Materials 754,849.96 51450 • Job Labor Costs 522,007.06 51500 • Landfill/Dumpster 1,603.41 51600 • Bonds/Permits 24,527.53 51700 • Fuel & Oil 57,357.85 51800 • Propane 971.38 51900 • Engineering 23,320.00 52000 • Porta Jon 2,873.72 52300 • Equipment Repair & Maintenance 4,316.79 52400 • Damages to Customer Property 7,575.87 53000 • Equipment Rental 15,495.51 53800 • Tools and Small Equipment 7,741.18 53900 • Commissions 19,999.42 54100 • Worker's Compensation Insurance 93,113.19 Total COGS 1,570,337.65 Gross Profit 1,298,605.47 Expense 15,839.00 60050 • Accounting & Legal Fees 6,330.00 60075 • Advertising 40,276.51 60080 • Public Relations 623.00 60100 • Auto and Truck Expenses 48,449.75 60150 • Auto and Truck Tags and License 2,885.82 60200 • Auto Lease Expense 26,681.29 60300 • Bad Debts -4,598.95 60400 . Bank Service Charges 2,461.88 60700 . Building Maintenance 36,837.12 61000 • Business Licenses and Permits 703.76 61200 • Fees- Bonding/Doc Stamps, etc. 353.57 61700 • Computer and Internet Expenses 17,842.71 61800 • Legal, Consulting & Mgmt Fees 703.50 62400 • Depreciation Expense 44,726.58 62500 • Donations 2,850.00 62600 • Education Expense 5,498.15 62800 • Drug Testing & Fingerprinting 344.85 63001 • Officer Medical Expense 75.56 63200 • Equipment Maintenance & Repair 18,452.30 63250 • Finance Charges 229.30 63300• Insurance Expense 63320 Employee Health 22,325.97 63330 Auto Insurance 15,839.00 63340 • Worker's Compensation 367.21 63355 • Officer Life Insurance 4,514.00 63300 • Insurance Expense - Other 58,869.07 Total 63300 • Insurance Expense 101,915.25 Page 1 12:41 PM THE ROOF AUTHORITY, INC. 06/27/18 Profit & Loss Accrual Basis January through December 2017 Lyta'- ('1 , V (' �' (a I hi :EFORE W, the undersigned officer, personally appeared Loretta Lona as Vice President of The .00f Authority. Inc. who is personally known to me, and who did not take an oath, and who is known me to be the person described in and who executed the foregoing instrument, and acknowledged to nd before me that she executed said instrument in the capacity and for the purposes therein pressed. ignature of Notary: . nted Name: Timothy Sutton ty Commission Expires: 3202022 Commission No: GG185982 aLRYTimothy W. Sutton aso NOTARY PUBLIC "T' S STATE OF FLORIDA i Comm# GG185982 SINCE 1� Expires 3/20/2022 Page 2 Jan - Dec 17 63400•Interest Expense 10,066.15 63450 • Loss on Sale of Assets -1,000.00 64300 • Meals and Entertainment 5,826.42 64350 • Membership Dues 6,462.66 64400 • Office Equipment Rental/Leased 197.09 64840 • Fines & fee 475.56 64900 • Office Supplies 24,173.36 65000 • Officer Payroll 256,500.00 65100 • Office Payroll 99,021.93 66000 • Payroll Expenses 66100 • Employer Social Security Match 62,092.63 66200 • Employer Medicare Match 14,521.68 66300 • FUTA Expense 2,153.14 66400 • SUTA Expense 3,280.18 66600 • 401K Expense 2,535.00 66650 . 401K -Company Match 11,159.54 66660 • S -Corp Medical Expense 0.00 66000 . Payroll Expenses - Other 113,626.32 Total 66000 • Payroll Expenses 209,368.49 66690 • Plans and Spec Expenses 1,347.28 66700 • Postage/FEDEX/UPS 2,664.85 66900 • Promotional Expense 1,280.83 66901 • Reconciliation Discrepancies -4898 67100 • Rent Expense 30,000.00 67300 . Service Charges - Misc. 31.21 67500 • Small Purchase/Tools & Supplies 12,965.42 68000 • Subscriptions & Publications 5,460.67 68010 • Misc. Licenses and Tax Expense 1,310.10 68024 • Tangible Personal Property Tax 72492 68100 • Telephone/Communication Expense 18,163.71 68300 • Trash Removal 4,801.21 68400 • Travel Expenses 16,459.54 68600 • Utilities 8,241.17 68700 • Work Uniform Expense 2,064.98 69800 • Uncategorized Expenses 142.20 Total Expense 1,070,342.72 Net Ordinary Income 228,262.75 Other Income/Expense Other Expense 80000 • Ask My Accountant -8,641.51 Total Other Expense -8,641.51 Net Other Income 8,641.51 Net Income 236,904.26 Lyta'- ('1 , V (' �' (a I hi :EFORE W, the undersigned officer, personally appeared Loretta Lona as Vice President of The .00f Authority. Inc. who is personally known to me, and who did not take an oath, and who is known me to be the person described in and who executed the foregoing instrument, and acknowledged to nd before me that she executed said instrument in the capacity and for the purposes therein pressed. ignature of Notary: . nted Name: Timothy Sutton ty Commission Expires: 3202022 Commission No: GG185982 aLRYTimothy W. Sutton aso NOTARY PUBLIC "T' S STATE OF FLORIDA i Comm# GG185982 SINCE 1� Expires 3/20/2022 Page 2 12:42 PM THE ROOF AUTHORITY, INC. 06/27/18 Balance Sheet Accrual Basis As of December 31, 2017 ASSETS Current Assets Checking/Savings 10000 . PNC Bank 10005 • PNC LOC 10020 • Petty Cash Total Checking/Savings Accounts Receivable 10900 • Accounts Receivable Total Accounts Receivable Other Current Assets 11000 • Refundable Deposit 12800 • Employee Advances 12900 • Due from Shareholder 13500 • Inventory Total Other Current Assets Total Current Assets Fixed Assets 15000 • Furniture and Equipment 15200 • Machinery & Equipment 15900 • Leasehold Improvements 16400 • Vehicles 17000 • Accumulated Depreciation Total Fixed Assets TOTAL ASSETS LIABILITIES & EQUITY Liabilities Current Liabilities Accounts Payable 22000 • Accounts Payable Total Accounts Payable Credit Cards 22002 • PNC BANK - Visa 22004 • American Express 22005 • Chase Card Services 22006 • Home Depot 22007 • Lowes 22009 • Wright Express Total Credit Cards Other Current Liabilities Am Ex Loan 22010 • LOC - National City Bank 22011 • Short Term Loan C&L Dec 31, 17 257,000.44 893.99 500.00 258,394.43 318,430.31 318,430.31 13,000.00 809.78 501, 379.99 45,800.00 560, 989.77 1,137,814.51 78,110.71 349,298.29 32,488.00 387,732.86 -729,418.28 118,211.58 1,256,026.09 247,490.20 247,490.20 5,609.65 22,064.14 7,840.50 1,319.89 633.69 23.09 37,490.96 42,429.55 594.56 -2.300.00 Page 1 12:42 PM 06/27/18 Accrual Basis THE ROOF AUTHORITY, INC. Balance Sheet As of December 31, 2017 24000 • Payroll Liabilities 24001 Workers Comp. 24010 Federal Withholding 24020 • Social Security Withholding 24030 • Medicare Withholding 24040 • FUTA Tax Payable 24050 • SUTA Tax Payable 24000 • Payroll Liabilities - Other Total 24000 • Payroll Liabilities Total Other Current Liabilities Total Current Liabilities Long Term Liabilities 24810 • Copier Lease payable 24820 • Chevy Silverado '13 24830 • '14 Freightliner Dump Truck 24840 • Toyota Tacoma '15 24845 • 2016 Chevy 2500 HD 24846 • 2017 Ford F250 24850 • OSHA Fines Payable Total Long Tenn Liabilities Total Liabilities Equity 30000 • Opening Bal Equity 30100 . Common Stock 30150 • Capital paid in excess of par 30300 • Shareholder Withdrawals 32000 . Retained Earnings Net Income Total Equity TOTAL LIABILITIES & EQUITY Loroff,,_ �pv��V.P 6�a7�ls EFORE W, the undersigned officer, personally appeared Loretta Lone as Vice President of The oof Authority. Inc. who is personally known to me, and who did not take an oath, and who is known , me to be the person described in and who executed the foregoing instrument, and acknowledged to ad before me that she executed said instrument in the capacity and for the purposes therein epressed. ignature ofNotary:im t,4L4) S,&, Printed Name: Timothy Sutton ty Commission Expires: 320/2022 Commission No: GG185982 EAL: Timothy W. Sutton NOTARY PUBLIC cTATE OF FLORIDA GG185982 s 9�b Expires 3/2012022 Dec 31, 17 9,972.46 2,007.00 2,647.14 619.10 693.99 689.98 8,581.10 25, 210.77 65,934.88 350,916.04 2,054.43 976.29 34,996.18 1,839.45 20,998.08 31,993.20 -5,000.00 87,857.63 438,773.67 -37,405.23 1,000.00 274,139.64 -2,105.77 344,719.52 236,904.26 817, 252.42 1,256,026.09 Page 2 6/27/2018 Q PNC Online Banking Account Activity Business Credit Lie 0467 Balance:'$0:00'---- Account Summary Available Credit: Balance: Principal Balance: Credit Limit: Current Interest Rate: Interest Paid Year to Date: Interest Paid Last Year: Original Note Date: Last Payment: Next Scheduled Payment: Posted Transactions Date Description 06/12/2018 Payment Received - Thank you 06/04/2018 Check Advance Payment Details Date Principal Interest Late Fees 06/12/2018 $825.61 $0.36 $0.00 © Copyright 2010. The PNC Financial Services Group, Inc. All Rights Reserved. Need Help? Call us at 1 -888 -PNC -BANK (762-2265) PNC Online Banking Wednesday, June 27, 2018 $250,000.00 $0.00 -$0.61 $250,000.00 5.40% $0.36 $0.00 05/30/2018 $825.97 06/12/2018 $0.00 08/01/2018 Amount $825.97 $825.00 Other Fees Total $0.00 $825.97 https://www.onlinebanking.pnc.com/alservietILoanHistoryinquiryServlet?account=e37359b695cbe77462aebd65642f62bebfc2986958e2bf7c73e86585f $ c / / a R E o C) o % R �kC) C k LL m R ? % LL Itt. 6 . / CJ = q 7 E li E q o k k F « 0 9 L CV) co co O 6q ( to Ea E ■= y _ CL E m � c E �( � a2 %2k k3� -C k/ w/ �7/ F 0) ](D 0 / 4 q ' @/7 oco r� M¥/ 0w 0�7 /2q m �0 @^ Iq3 -j2� «R/ _¥£ @ \ 0 2 0-- ��� 0 22•� rE 2%q U 7 . d co k -C 2 B �-0 U) 2 / =0 / 0E 7U m E3U \ / a _ ■ k tea& ¥ ¥ @ O § C f f \ / LO . E m 2 -0 $ / / 0 0 w E COk c § k 5 2 2U 22 ¥ I- U) c �� } k % CL d » c [NOTE: If requested by the County, the Bidder shall furnish references,atr ther information, sufficiently comprehensive to permit an appraisal of its abilities as a con a By: nt (Signature) P i June 27th 2018 (Position or Title) (Date) *' END OF SECTION 00456 - Qualifications Questionnaire 00456-4 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\I-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00456 - Qualifications Questionnaire.doc SECTION 00458 - List of Subcontractors The Bidder MUST list below the name and address of each Subcontractor who will perform_ work under this Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which will be done by such Subcontractor. After the opening of Bids, additions, changes or substitutions will not be allowed unless approved by Indian River County after a request for such a change has been submitted in writing by the Contractor, which shall include reasons for such request. Subcontractors must be properly licensed and hold a valid Certificate of Competency. Documentation Submitted with Project No. 1765 for SEBASTIAN CORNERS ROOF REPLACEMENT Note: Attach additional sheets if required. * * END OF SECTION * * 00458 - List of Subcontractors REV 3-18A 00458-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\15id DocumentsWaster Contract DocumentsWaster Contract Documents\00458 - List of Subcontractors REV 3-18A.doc Work to be Performed Subcontractor's Name/Address Portion of Work 1 Screenwall True Steel 3208 Industrial 31st Street Ft. Pierce, Fl. 1 % 2. Signs Kendall Signs 580 Buss Hipp Blvd. Rockledge, FI. 1% 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Note: Attach additional sheets if required. * * END OF SECTION * * 00458 - List of Subcontractors REV 3-18A 00458-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\15id DocumentsWaster Contract DocumentsWaster Contract Documents\00458 - List of Subcontractors REV 3-18A.doc w Er U ui V) z 0 s 4 J Z Li Y O Z cc w O U O Y _U a .Z _0 H Q J W� Ixs -10 am Z 2g N 0) 0 UW Q' CJ 0 a. } LL p� O a= UJ w - Fa- Z Z to Fn O m = U. OIX ZZ ui O G Ir a W O (/ LL 00 �r Of O Q)00 Up mo W L N QILL UI= H f- o r> ZW �� UU.oQ Utrj.N m Z Q'o Li - o c O U X a) tO U E�.0 = a F-Zpw 0 W I LL CO ,ice Lu u N t c o OF -X C (qQp� �p� o U U LU 0 CL Z U) Ur`w F -- r 0 f="roQ 0 Roof kuthc The State License * CC C056933 Roof Authority, Inc. CHRIS LONG "Your Quality Leader" Cell (772) 473-3989 6771 N. Old Dixie Highway Ft. Pierce (772) 468-7870 Fort Pierce, FL 34946 Vero Beach (772) 567-7474 email: tra1993@gmaii.com • www.theroofauthoritycom Company Introduction The Roof Authority, Inc., is "Your Quality Leader" in commercial, industrial, residential, ' condominium, re -roofing, green roofing, new construction, roof restoration, maintenance and repair. We also provide professional sheet metal fabrication, computerized metal forming, shearing capabilities, and crane equipment operation. Ior.. W_1 Locally Owned & Family Operated Established in 1993 by Christopher Long, The Roof Authority is a fully licensed, insured and bonded State Certified Roofing Contractor. Christopher is a local resident and businessman, who is proud to call the Treasure Coast his home. The majority of The Roof Authority's business is centralized along Florida's Treasure Coast and outlying communities, ranging north to Jacksonville and south to Miami. An integral part of every project begins with an appointed, experienced, on-site supervisor, who, along with Christopher Long, oversees the daily operation of each project and keeps the job running smoothly. We take pride in offering a superior quality of work, and we believe this is to be the key to our successful foundation. Our craftsmanship is fully guaranteed. Our roofing "A -Team" has been assembled with a blend of well-rounded knowledge and hands-on experience. All employees adhere to a strict set of rules concerning proper dress code, instructions on safe handling of hazardous materials, safe equipment operation, and a commitment to a "drug-free workplace." Our employees regularly attend monthly meetings to ensure continued safety awareness and education. In an effort to serve our customers with complete efficiency, we utilize state of the art services, which include: • Computerized Estimating System (The Edge) • In -House Crane Services • 24 hour Rapid Response 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 1 Residential Projects Grand Harbor Home, Vero Beach, FL The Moorings Home, Vero Beach, FL Castaway Cove Home, Vero Beach, FL Project Gallery John's Island Home, Vero Beach, FL John's Island Home, Vero Beach, FL John's Island Home, Vero Beach, FL 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 2 Commercial & Condominium Projects Barclay Beach Club, North Hutchinson Island, FL Claridge By The Sea, Jensen Beach, FL Ocean Harbor, Hutchinson Island, FL Project Gallery Seawinds Condominium, Jensen Beach, FL IRCC Richardson Center, Vero Beach, FL Visions Condominium, Fort Pierce, FL 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 3 Project Gallery Institutional Projects y P I .. '111fI ll�glib, 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 4 i� 7�;. Ift / n 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 4 Institutional Martin County High School, Stuart, FL Dodgertown Elementary, Vero Beach, FL St. Edwards School, Vero Beach, FL Sebastian River High School, Sebastian, FL Vero Beach Museum of Art, Vero Beach, FL Riverside Theater, Vero Beach, FL Sunrise Theater, Fort Pierce, FL Maltz Jupiter Theater, Jupiter, FL Recent Projects Disney Cruise Terminal 8, Port Canaveral, FL Disney Cruise Terminal 8, Port Canaveral, FL North County Water Treatment Plant, Indian River County, Vero Beach, FL CROC Building, Palm Beach County, West Palm Beach Atlantic View & Seabreeze Condominiums, Fort Pierce, FL Commercial Condominium Victoria Condominiums, Vero Beach, FL Seawinds Condominiums, Jensen Beach, FL Ocean Harbor Condominiums, North Hutchinson Island, FL Visions Condominium, Fort Pierce, FL Barclay Beach Club, North Hutchinson Island, FL Monterey Yacht & Country Club, Stuart, FL Atlantic View Condominium, Fort Pierce, FL Seabreeze Condominium, Fort Pierce, FL Seaward Condominium, Fort Pierce, FL Sea Oaks Tennis Club, Vero Beach, FL Water's Edge Condominiums, Deerfield Beach, FL Deep Six Dive Shop, Vero Beach, FL Parc 24 Office Complex, Vero Beach, FL The Allied Building, Vero Beach, FL Big Lots & Retail Center, Vero Beach, FL Vero Beach Ag Building, Vero Beach, FL 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 5 Ami o CERTIFICATE OF LIABILITY INSURANCE I 1;26/201S THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the poncy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the leans and conditions of the Dollry, certain policies may require an endorsement. A statement on this certificate does not confer rights to the cartlficate holder In lieu of such ondomement e . PRUCU.E0. NAi e� Nieols Towelay, CPCO Frank R. Furman, Inc. oMe (951)943-5050 — -1 N0t9E[I9u-5]_Le 1314 East Atlantic Blvd. : niC0l4tBfurmaninsurance.com P. 0. Box 1927 __ INSURERD AFFORONO COVEIUGE _N`ICe Pompano Beach FL 33061 INSURER A:Ironshore SpIcialty Ins25445 NSVREO INsuletaefiD Mz ins_ Co FL. _ 34932 The Roof Authority, Inc; The Roof Authority Nest INsunutc:FRSA Self Insurer. Fund Evanston 35378 _ 6771 North Old DiXi. HwyNeuREaDA- GC3 Harine Insurance Company ;'22837 NSUREa E: __..._1___.....— Ft Pierce FL 34946 NsuR¢R •--------- ---- rMVPOAr1rC 1-11 Ir ATF MIIMRFC.2019 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS!ANO CONOI710HS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN_ REDUCED BY PAID CLAIMS. ACCORDANCE WITH THE POLICY PROVISIONS. li�j TYPE OF MSURMCE _ i a .__._�uCY MUN.FN ——���11IMPOI YExP. UNn9 . Dirk DeJong/NT '�`� '���— X COMMERCIAL GENERAL UABn]TY SACH Iccu RDJCE S 1:000 ,000 A CLM MS NAD. X OCCUR MI5S==-1S 100,000 tU:800372-0] 1/1/2015 1/1/2019 MEO E2P I" one pe,w0 3 5,000 PERSONAL 6 AOy NJURY s 1,000,000 IGEHL AGGREGATE LWpIIT APPLIES PER. GENERAL AGGREGATE S 2,000,000 .. _I PDLmY '_"1JECT LOt - -M_000CTS-C(NJVAP AGG -S 2,000,000 �OTNER; I I, Ell" 6—flu LM V S 1,000,000 AUTOMOOILE LIMnm I 4"� -11 s— 1,000,000 X AHVAUTO 0M NNRY lPet P-) 3 B ___tOWLT X AROEOSULED 3204010001]6] 1/1/3018 (/1/2019 BODS.Y INJURY(P—voom) 3 .. X H0TE0 AUTOS LIC IED AUTOS tPMT��m3(FSFEIS U•aetlmaM,mbrkt S 1,000,000 UMBREW UAB ' OCCUR I I EAC" OCCURRENCE S EACEdS UAB iCUu AGGREGATE 3 I DED I RETE - .l I d 'ANO MPLCOMPENSATION X I , A T AMUEMPLOYERS' ENPLOYERS'LIA09JTY YJN ANYPROPRIETORJPNRNERIMCUTNE IOFFNIRMEMBER EXCLUDED? N NJA ' I EI EAC"ACGDEM i S 1000,000 C iN•nene7MNp 570-040306 1/1/201.1 1/1/2019 EL OISEASe_EA EMPLOYEe S 1,000,000 '0 SdRNeilIX,'MF �ERATRkJS Sebes EL OISEASE,vOtLY IIMn S 1,111,110 D Property/In.tallation �S"L93055423 1/1/2018 11/1/2019 MywM Luta6tbn Lhe 100,000 i0*U—M: 2,500m 2N(mu Ue5LRIPaN 0FOPERATONSJLOLATM"/V LE9 (ALORO t41, Aeelfbnel R4mare4 e[N40uH,mry MelMCNeG limon [Wc4HnA1/.N4) OA(Sao-'ev LI 4AUUHU GVRHUATIVN. All rights reserved. ACORD 25 (2014101) The ACORO name and logo are registered marks of ACORD iNS02S 120,402) RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCCO56933 The Rnc)FINC, (C)NTRACTnR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 s LONG, CHRISTOPHER ANTHONY �.• THE ROOF AUTHORIT',61NC- 6771 N OLD DIXIE HWM; FORT PIERCE — _EL 34946 ISSUED: 09/04/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1609040001668 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE **Proof Of insurance— THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTNOR12E0 REPAESENTAT14 Dirk DeJong/NT '�`� '���— OA(Sao-'ev LI 4AUUHU GVRHUATIVN. All rights reserved. ACORD 25 (2014101) The ACORO name and logo are registered marks of ACORD iNS02S 120,402) RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCCO56933 The Rnc)FINC, (C)NTRACTnR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 s LONG, CHRISTOPHER ANTHONY �.• THE ROOF AUTHORIT',61NC- 6771 N OLD DIXIE HWM; FORT PIERCE — _EL 34946 ISSUED: 09/04/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1609040001668 License RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 12�CCC056933 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS Expiration date: AUG 31, 2018 i f ,, ■ ■ LONG, CHRISTOPHER ANT.HON _ o THE ROOF A'UTHORITNIdNC " -- -j„ 6771 N.OLD DIXIE HY'� FORT PIERCE,'—,T-9946 L { t, ISSUED: 09104rz016 DISPLAY AS REQUIRED BY LAW SEoa L1609040001668 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com rt ' Craig Merrill President Elliott Merrill Community Management 835 20th Place Vero Beach, FL 32960 772-569-9853 Laurie Tyler Elliott Merrill Community Management 835 20th Place Vero Beach, Fl. 32960 772-569-9853 Rick MacDonald Proctor Construction 1401 Highway AIA, Suite 301 Vero Beach, Fl. 32963 772-234-8164 Doug Distl The Carlton Condominiums 8000 North Highway AIA Vero Beach, Fl. 32963 772-234-7423 Thomas T. Cooper Architect 4498 NE Skyline Drive Jensen Beach, FL 34957 772-232-1767 Business References Brad Schuh President Summit Construction 2837 Flight Safety Drive Vero Beach, FL 32960 772-794-2099 Anthony Donadio Donadio & Associates 609 ITh Street Vero Beach, Fl. 32960 772-794-2929 Brian Perrault Straticon Construction 451 SW Federal Highway Stuart, Fl. 34994 772-210-0200 Bill McCain W.F. McCain & Associates, Inc. 1171 10 Street Vero Beach, Fl. 32960 772-770-1093 Henry Richer First Service Residential Property Management 3055 Cardinal Drive, Suite 200 Vero Beach, FL 32963 772-562-9031 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 7 References . Mr. Jerry Maher 105 Sago Palm Rd. Vero Beach, FL 32963 Re: Recommendation Letter The Roof Authority, Inc. I would like to take this opportunity to recommend The Roof Authority, Inc. I feel quality to do so, being they did two very different projects for me. The first project was at my business, a restaurant I took over that needed extensive work. The main issue of the building was the roof. 1 met with Chris Long, owner of The Roof Authority, Inc. I knew I was dealing with a professional from the start. He has a broad knowledge of roofing and gave me several options. Ultimately, I chose a re -roof for the restaurant. That was at least five years ago. I have not had a single problem with the roof since. I think that speaks for itself. My house was the next project I had for The Roof Authority, Inc. With the success I had in my dealing at the restaurant, I know The Roof Authority, Inc. would be the contractor for my home. I am a satisfied customer, on two separate occasions and would be happy to share my experience about this company. Sincerely, Jerry Maher 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 8 References From: Elliott Merrill Community Management 835 201h Place Vero Beach, FL 32960 To: The Roof Authority, Inc. 6771 Old Dixie Hwy Fort Pierce, FL 34946 To Whom It May Concern: I have had the pleasure of working with The Roof Authority, Inc. on our several properties for both roof repairs and roof replacements. The Roof Authority, Inc. has handled our yearly roof inspections, - maintenance and re -roof needs for many years now with the utmost dependability and professionalism. I would trust no one else to work on our properties roofs. The Roof Authority, Inc. consistently provides the highest quality of work in the least amount of time and accurately estimates all the work they do. Elliott Merrill Community Management is in charge of many condominiums, town homes, commercial properties, and residences, and we trust all our roofing needs to The Roof Authority, Inc. They always represent the best interest of the customer and the building. I fully recommend The Roof Authority, Inc. to work on any roof, and you'll know it is in good hands. Sincerely, Craig Merrill President Elliott Merrill Community Management 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 9 References LETTER OF RECOMMENDATION THE ROOF AUTHORITY, INC. FROM: SCHLITT PROPERTY MANAGEMENT TO WHOM IT MAY CONCERN: I AM PLEASED TO WRITE THIS LETTER OF RECOMMENDATION FOR THE ROOF AUTHORITY, INC. WE HAVE RECENTLY CONTRACTED WITH THIS COMPANY FOR A RE -ROOF IN A HIGH EXPOSED AREA IN VERO BEACH. THIS IS A BUSY SHOPPING CENTER THAT ATTRACTS MANY PEOPLE. IT WAS THE CHRISTMAS SEASON AND THERE WERE A LOT OF SHOPPERS. INITIALLY I WAS CONCERNED ABOUT DOING THE JOB AT A TIME WHEN THERE WOULD BE SO MANY PEOPLE AROUND THE JOB SITE. ANY OF MY CONCERNS WERE NOT AN ISSUE WITH THIS COMPANY. THE JOB WAS DONE IN A PROFESSIONAL MANNER, WHERE I COULD SEE SAFETY WAS A PRIORITY. I MADE NUMEROUS VISITS WHILE THE JOB WAS IN PROGRESS. THE MEN WERE WORKING DILIGENTLY TO GET THE JOB DONE ON TIME. I WAS IMPRESSED WITH THIS COMPANY FROM THE START. I KNOW THE ROOF AUTHOTIY INC. IS A COMPANY I WILL CALL IN THE FUTURE TO TAKE CARE OF MY ROOFING CONCERNS. FEEL FREE TO CONTACT ME ON ANY QUESTIONS YOU MAY HAVE ON THIS COMPANY. STEVEN SCHLITT SCHLITT PROPERTY MGT., INC. 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 10 References Re: Letter of Recommendation To Whom It May Concern: Our firm has had the pleasure of working with The Roof Authority, Inc. on several occasions. They have performed re -roof services as well as extensive repairs to'existing structures. I have the utmost confidence in their workmanship. With roofing companies coming and going, it's nice to know of a reputable company who has roots in the community. The owners are locals who are actively involved in this county. We have several high-end properties in exclusive areas of Vero Beach. Sending this company to any one of these locations has never been a concern. The Roof Authority, Inc. has worked on both flat and sloped roofs. Their professionalism is evident in every aspect of the project. It is obvious that they do roofing and only roofing. It is truly a trade of expertise. They do the job on time, within budget and according to specification. It is comforting to know I have a reliable contractor that I can depend on to get the job done right. Please contact me should you have any questions about The Roof Authority, Inc. Buzz MacWilliam 6771 North Old Dixie Highway I Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com 11 Miscellaneous Information We are proud to be affiliated with organizations that include: N.R.C.A., F.R.S.A. (Florida ' Roofing & Sheet Metal Association), the Indian River County Chamber of Commerce and the St. Lucie County Chamber of Commerce. Sebastian • VemBenh • Fellsmere N CA 5h LUCIE ' (CSA) COUNTY CHAMBER OF apt COMMERCE IM Indian River Counry We are approved installers of all major manufacturers. Some of which include: Allied Signal, Decratile, Duro-Last, Fibertite, GAF, Gerard Roofing Technology, Johns Manville, Siplast, Soprema, US Intec, and Tamko. F& 50PREMA Johns Manville a;firy., .a :OW -11 IL010 ROOFING PRODUCTS INTELLIGENT ROOFING SOLUTIONS n ' You can find The Roof Authority on Facebook, Twitter, Angie's List and our website for further information and updates. Angiers list. www.angiestist.com/review ' 6771 North Old Dixie Highway ( Fort Pierce, FL 34946 1 Phone: 772-468-7870 1 Fax: 772-468-2247 www.theroofauthority.com ' 12 BOARD OF COUNTY COMMISSIONERS August 14, 2018 via Email The Roof Authority, Inc. Attn: Mr. Christopher A. Long 6771 North Old Dixie Highway Fort Pierce, FL 34946 NOTICE OF AWARD Reference: Indian River County Bid No. 2018062 Sebastian Corners Roof Replacement . Dear Mr. Long: It is my pleasure to inform you that on August 14, 2018, the Board of County Commissioners awarded the above - referenced project to your company. The following documents are required before the applicable County department can issue a "Notice to Proceed" letter. 1. Public Construction Bond (unrecorded) in the amount of 100% of the contract amount ($382,000.00). 2. Two Signed Copies of Enclosed Agreement. 3. Certificate of Insurance indicating coverage required by Article 5 of the General Conditions (section 00700 of the bid documents) and Supplemental Conditions (Section 00800 of the bid documents). Certificate(s) must name Indian River County as additional insured and must provide for a 30 day Notice of Cancellation. In accordance with section 255.05(1)(a), Florida Statutes, you are required to execute a Public Construction Bond for the above referenced project. Please submit the Bond, the Certificate(s) of Insurance and two fully -executed copies of the enclosed agreement to this office at the address provided below no later than Wednesday, August 29, 2018. Failure to comply with the established deadline for submittal of required documents may be grounds for cancellation of award. Thank you for your prompt attention and if you have any questions, please do not hesitate to contact our office. Sincerely, 21nity'e Purchasing Manager Office of Management and Budget • Purchasing Division 180027 th Street, Vero Beach, Florida 32960•(772) 226-1416•Fax: (772) 770-5140 E-mail: purchasing@irc�ov.com SECTION 00520 - Agreement (Public Works) TABLE OF CONTENTS Title Page ARTICLE1 - WORK.................................................................................................................................2 ARTICLE 2 - THE PROJECT..................................................................................................................2 ARTICLE3 - ENGINEER........................................................................................................................ 2 ARTICLE4 - CONTRACT TIMES......................................................................................................... 2 ARTICLE5 - CONTRACT PRICE..........................................................................................................3 ARTICLE 6 - PAYMENT PROCEDURES............................................................................................. 3 ARTICLE 7 - INDEMNIFICATION........................................................................................................4 ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS..................................................................... 5 ARTICLE 9 - CONTRACT DOCUMENTS............................................................................................ 6 ARTICLE 10 - MISCELLANEOUS......................................................................................................... 7 [THE REMAINDER OF THIS PAGE WAS LEFT BLANK INTENTIONALLYI 00520 - Agreement (Public Works) REV 06-14.doc 00520-1 F:\Purchasing\Bids\2017.2018 FY (2018000)\2018062 Sebastian Comers Roof Replacement\00520 -Agreement (Public Works) REV 06-14.doc SECTION 00520 - Agreement (Public Works) THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called OWNER) and The Roof Authority, Inc. (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: PROJECT DESCRIPTION: REMOVAL AND REPLACEMENT OF EXISTING LOW SLOPE ROOF SYSTEM AT INDIAN RIVER NORTH COUNTY OFFICES AT SEBASTIAN CORNERS WITH A COMPLETE WATERTIGHT 20 -YEAR WARRANTABLE ASSEMBLY. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT County Project Number: IRC -1765 Bid Number: 2018062 Project Address: 1919 US Highway 1, Sebastian, Florida 32958 ARTICLE 3 — ENGINEER 3.01 REI Engineers, Inc. is hereinafter called the ENGINEER and will act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion, Final Completion and Final Payment A. The Work will be substantially completed on or before the 451 calendar day after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the 601h calendar day after the date when the Contract Times commence to run. 4.03 Liquidated Damages 00520 - Agreement (Public Works) REV 06-14.doc 00520-2 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Corners Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times - -- - - specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with - - - Article 12 of the General Conditions. Liquidated damages will commence for this portion of work. The parties also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $ 1241.00 for each calendar day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER $ 1241.00 for each calendar day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 5.01.A and summarized in paragraph 5.01.13, below: A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto as an exhibit. B. THE CONTRACT SUM subject to additions and deductions provided in the Contract: Numerical Amount: $ 382,000.00 Written Amount: Three hundred eighty-two thousand dollars and zero cents ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions and the Contract Documents. 6.02 Progress Payments. A. The OWNER shall make progress payments to the CONTRACTOR on the basis of the approved partial payment request as recommended by ENGINEER in accordance with the provisions of the Local Government Prompt Payment Act, Florida Statutes section 218.70 et. seq. The OWNER shall retain ten percent (10%) of the payment amounts due to the CONTRACTOR until fifty percent (50%) completion of the work. After fifty percent (50%) completion of the work is attained as certified to OWNER by ENGINEER in writing, OWNER shall retain five percent (5%) of the payment amount due to CONTRACTOR until final completion and acceptance of all work to be performed by CONTRACTOR under the Contract Documents. Pursuant to Florida Statutes section 218.735(8)(b), fifty percent (50%) completion means the point at which the County as OWNER has expended fifty percent (50%) of the total cost of the construction services work purchased under the Contract Documents, together with all costs associated with 00520 - Agreement (Public Works) REV 06-14.doc 00520-3 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Comers Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc existing change orders and other additions or modifications to the construction services work provided under the Contract Documents. -6.03 -Pay Requests. --- - - - A. Each request for a progress payment shall be submitted on the application for payment form supplied by OWNER and the application for payment shall contain the CONTRACTOR'S certification. All progress payments will be on the basis of progress of the work measured by the schedule of values established, or in the case of unit price work based on the number of units completed. After fifty percent (50%) completion, and pursuant to Florida Statutes section 218.735(8)(d), the CONTRACTOR may submit a pay request to the County as OWNER for up to one half (1/2) of the retainage held by the County as OWNER, and the County as OWNER shall promptly make payment to the CONTRACTOR unless such amounts are the subject of a good faith dispute; the subject of a claim pursuant to Florida Statutes section 255.05; or otherwise the subject of a claim or demand by the County as OWNER or the CONTRACTOR. The CONTRACTOR acknowledges that where such retainage is attributable to the labor, services, or materials supplied by one or more subcontractors or suppliers, the Contractor shall timely remit payment of such retainage to those subcontractors and suppliers. Pursuant to Florida Statutes section 218.735(8)(c), CONTRACTOR further acknowledges and agrees that: 1) the County as OWNER shall receive immediate written notice of all decisions made by CONTRACTOR to withhold retainage on any subcontractor at greater than five percent (5%) after fifty percent (50%) completion; and 2) CONTRACTOR will not seek release from the County as OWNER of the withheld retainage until the final pay request. 6.04 Paragraphs 6.02 and 6.03 do not apply to construction services work purchased by the County as OWNER which are paid for, in whole or in part, with federal funds and are subject to federal grantor laws and regulations or requirements that are contrary to any provision of the Local Government Prompt Payment Act. In such event, payment and retainage provisions shall be governed by the applicable grant requirements and guidelines. 6.05 Acceptance of Final Payment as Release. A. The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER from all claims and all liability to the CONTRACTOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with the work under this Contract and for every act and neglect of the OWNER and others relating to or arising out of the work. Any payment, however, final or otherwise, shall not release the CONTRACTOR or its sureties from any obligations under the Contract Documents or the Public Construction Bond. ARTICLE 7 - INDEMNIFICATION 7.01 CONTRACTOR shall indemnify OWNER, ENGINEER, and others in accordance with paragraph 6.20 (Indemnification) of the General Conditions to the Construction Contract. 00520 - Agreement (Public Works) REV 06-14.doc 00520-4 F:\Purchasing\6ids\2017-2018 FY (2018000)\2018062 Sebastian Corners Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data With the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. 00520 - Agreement (Public Works) REV 06-14.doc 00520-5 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Comers Roof Replacement\00520 -Agreement (Public Works) REV 06-14.doc J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00520-1 to 00520-10, inclusive); 2. Notice to Proceed (page 00550-1); 3. Public Construction Bond (pages 00610-1 to 00610-3, inclusive); 4. Sample Certificate of Liability Insurance (page 00620-1); 5. Contractor's Application for Payment (pages 00622-1 to 00622-6 inclusive); 6. Certificate of Substantial Completion (pages 00630-1 to 00630-2, inclusive); 7. Contractor's Final Certification of the Work (pages 00632-1 to 00632-2, inclusive); 8. General Conditions (pages 00700-1 to 00700-44, inclusive); 9. Supplementary Conditions (pages 00800-i to 00800-11, inclusive); 10. Contractor's Application for Change Order, Field Order and Work Change Directive (pages 00942-1, 00946-1 and 00948-1); 11. Specifications as listed in Division 1 (General Requirements) and Project Manual to include (Division 2, Division 3, Division 4, Division 6 and Division 7); 12. Drawings consisting of a cover sheet and sheets numbered R1 to R2 and D1 to DZ with each sheet bearing the following general title: SEBASTIAN CORNERS ROOF REPLACEMENT; 13. Addenda (if applicable ); 14. Appendices to this Agreement (enumerated as follows): 15. CONTRACTOR'S BID (pages 00310-1 to 00310-6, inclusive); 16. Bid Bond (page 00430-1 inclusive); 17.Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of Relationships (pages 00452-1 to 00452-2, inclusive); 18. Qualifications Questionnaire (page 00456-1 to 00456-4, inclusive) ; 19. List of Subcontractors (page 00458-1); 00520 - Agreement (Public Works) REV 06-14.doc 00520-6 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Comers Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc 20.The following which may be delivered or,issued on or after the Effective Date of the Agreement and are not attached hereto: a) Written Amendments; b) Work Change Directives; c) Change Order(s); ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Venue A. This Contract shall be governed by the laws of the State of Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United States District Court for the Southern District of Florida. 10.06 Public Records Compliance 00520 - Agreement (Public Works) REV 06-14.doc 00520-7 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Comers Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The Contractor shall comply with Florida's Public Records Law. Specifically, the Contractor shall: (1) Keep and maintain public records required by the County to perform the service. (2) Upon request from the County's Custodian of Public Records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public record's in possession of the Contractor or keep and maintain public records required by the County to perform the service. If the Contractor transfers all public records to the County upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the Custodian of Public Records, in a format that is compatible with the information technology systems of the County. B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: (772) 226-1424 publicrecordsC&-ircgov.com Indian River County Office of the County Attorney 180127 th Street Vero Beach, FL 32960 C. Failure of the Contractor to comply with these requirements shall be a material breach of this Agreement. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions 00520 - Agreement (Public Works) REV 06-14.doc 00520-8 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian comers Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on Aug 14 , 2018 (the date the Contract -is approved by the Indian River County Board of County Commissioners, which is the Effective Date of the Agreement). OWNER: INDIAN RIVER COUNTY l By: >1 Pee 'Bryan, Ch iU By: Jason V. Br wn, County Admin APPROVED AS TO FORM AND LEGAL SUFFICIENCY: y: Dylan Reingold, County Attorney Jeffrey R. Smith, Clerk of Court and Comptroller W&Ya J AZI-2 Attest: Deputy Clerk (SEAL) Designated Representative: Name: Richard B. Szpyrka, P.E. Title: Public Works Director 1801 27th Street Vero Beach, Florida 32960 (772) 226-1379 Facsimile: (772) 778-9391 CONTRACTOR: The Roof Autr c*: By: Attest ty, Inc. (Contractor)4. )RPORATE SEAL)', Address for giving notices: 6771 Old Dixie Hwy. Fort Pierce, FI. 34946 License No. CCC056933 (Where applicable) Agent for service of process: Designated Representative: Name: L o ri4�, L-,-, Title: U i ,_e PJe4_4-- Address: (01?1 1X4a. 0(6f D+x;c ( 2 c!j. Phone: 772-468-7870 Facsimile: 772-468-2247 (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) * * END OF SECTION * * 00520 - Agreement (Public Works) REV 06-14.doc 00520-9 F:\Purchasing\Bids\2017-2018 FY (2018000)\2018062 Sebastian Corners Roof Replacement\00520 - Agreement (Public Works) REV 06-14.doc SECTION 00550 - Notice to Proceed Dated TO: (BIDDER) ADDRESS: Contract For: SEBASTIAN CORNERS ROOF REPLACEMENT Project No: IRC -1765 IRC Bid No.2018062 You are notified that the Contract Times under the above contract will commence to run on By that date, you are to start performing your obligations under the Contract Documents. The contract has allocated 45 calendar days for Substantial Completion of this project and 60 calendar days for Final Completion. In accordance with Article 4 of the Agreement the date of Substantial Completion is and the date of readiness for final payment is CONTRACTOR shall not commence work under this Contract until he has obtained all insurance required under Article 5 and such insurance has been delivered to the OWNER and approved by the OWNER, nor shall the CONTRACTOR allow any Subcontractor to commence work on his subcontract until all similar insurance required of the Subcontractor has been so obtained and approved. All such insurance shall remain in effect until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with Article 13. Also, before you may start any Work at the Site, you must: (add other requirements, if applicable) INDIAN RIVER COUNTY (OWNER) By: (AUTHORIZED SIGNATURE) (TITLE) 00550 - Notice to Proceed REV 1-4-11 00550-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00550 - Notice to Proceed REV 14-11.doc 3120180053564 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL Bk: 3145 PG: 176,8/30/2018 2:56 PM Public Work F.S. Chapter 255.05 (1)(a) Cover Page THIS BOND IS GIVEN TO COMPLY WITH SECTION 255.05 OR SECTION 713.23 FLORIDA STATUTES, AND ANY ACTION INSTITUTED BY A CLAIMANT UNDER THIS BOND FOR PAYMENT MUST BE IN ACCORDANCE WITH THE NOTICE AND TIME LIMITATION PROVISIONS IN SECTION 255.05(2) OR SECTION 713.23 FLORIDA STATUTES. BOND NO: 67048 CONTRACTOR NAME: The Roof Authority, Inc. CONTRACTOR ADDRESS: 6771 N Old Dixie Highway Ft Pierce, FL 34946 CONTRACTOR PHONE NO: (772) 468-7870 SURETY COMPANY NAME: American Southern Insurance Company SURETY PRINCIPAL 365 Northridge R_d, Suite 400 BUSINESS ADDRESS: Atlanta, GA 30350 SURETY PHONE NO: 800-424-0132 OWNER NAME: Indian River County OWNER ADDRESS. 1801 27th Street Vero Beach, FL 32960 OWNER PHONE. NO: 772 226-1379 OBLIGEE NAME: n/a (If contracting entity is different from the owner, the contracting public entity) OBLIGEE ADDRESS: n/a OBLIGEE PHONE NO: n/a BOND AMOUNT: $382,000 CONTRACT NO: (If applicable) -- DESCRIPTION OF WORK: Removal and Replacement of Existing Low Slope Roof System at Indian River _North County Offices at Sebastian Corners, Project IRC -1765 PROJECT LOCATION: 1919 US Highway 1 Sebastian FL 32958 LEGAL DESCRIPTION: n/a IIf applicable) 00610-2 00610 - Public Construction Bond FAPubNc WorksIENGINEERING DIVISION PROJECTS0766 Sebastian Cornets Roof Replac—.(kl-MnrntBid Ooc Mm I, -Ier Cl,,,, Dow"ntsWaster Contract Dcc m ts5006t0- Pvblic Consducdon Bond.doc t BK: 3145 PG: 177 PUBLIC CONSTRUCTION BOND Bond No. 67048 (enter bond number) BY THIS BOND, We The Roof Authority, Inc. , as Principal and American Southern Insurance Company , a corporation, as Surety, are bound to Indian River County , herein called Owner, in the sum of $ 382,000.00 , for payment of which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated y;jlq , 2018 , between Principal and Owner for construction of Sebastian Corners Roof Replacement, Project IRC -1765 , the contract being made a part of this bond by reference, at the times and in the manner prescribed in the contract; and 2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract; and 3. Pays Owner all losses, damages, expenses, costs, and attorney's fees, including appellate proceedings, that Owner sustains because of a default by Principal under the contract; and 4. Performs the guarantee of all work and materials furnished under the contract for the time specified in the contract, then this bond is void; otherwise it remains in full force. Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond. DATED ON �� 7' 6 The Roof ity, Inc iMO M American Sthern Insurance ame of Sure .' J, V. 7 j . f•� 'y7• JI !1? 9 5 •.iia 00610-3 00610 - Public Constructio&Bond-.! a,' y F:1PubIic Wofb1ENGINEERING DIVISION PROJECTS11766 Sebastian Corners Roof Replacemontll-Adn-WBiE DocumontsWaster Contract OocurnentsWaster Contract Doamentfi=610 • PublIc Construction Sond.doc A'RUT- CC's' CERTIFICATION CPI LAST PAGE. J.R. S:=KITH, BK: 3145 PG: 178 AMERICAN SOUTHERN INSURANCE COMPANY Home Office: 3715 Northside Parkway, NW Suite 4-800 Atlanta, Georgia 30327 Mailing Address: P. O. Box 723030 Atlanta, GA 31139.0030 GENERAL POWER OF ATTORNEY Know all men by these Presents, that the American Southern Insurance Company had made, constituted and appointed, and by these presents does make, constitute and appoint Stefan E. Tauger of Parker, Colorado; Scott E. Stoltzner of Hoover, Alabama; Arthur S. Johnson of Atlanta, Georgia; Andrew C. Heaner of Atlanta, Georgia; Jeffery L. Booth of Blacklick, Ohio; James E. Feldner of West Lake, Ohio; Patricia E. Martin of Lutz, Florida; David R. Brett of Columbia, South Carolina; Stanley B. Oliver, Jr. of Charlotte, North Carolina; Melanie J. Stokes of Atlanta, Georgia; Jason S. Centrella of Jacksonville, Florida; Michael K. Thompson of Atlanta, Georgia; Michael J. Brown of Cumming, Georgia; or Kelley E.M. Nys of Decatur, Georgia, EACH as Its true and lawful attorney for it and its name, place and stead to execute on behalf of the said company, as surety, bonds, undertakings and contracts of suretyship to be given to all obligees provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount of the sum of $1,000,000 (one million dollars), including but not limited to consents of surety for the release of retained percentages and/or final estimates on construction contracts or similar authority requested by the Department of Transportation, State of Florida; and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of the presents, shall be as binding upon the Company as if they had been duly signed by the President and attested by the Secretary of the Company in their own proper persons. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted pursuant to due authorization by the Executive Committee of the Board of Directors of the American Southern Insurance Company on the 26th day of May, 1998: RESOLVED, that the Chairman, President or any Vice President of the Company be, and that each or any of them hereby is, authorized to execute Powers of Attorney qualifying the attorney named in the given Power of Attomey to execute in behalf of the American Southern Insurance Company bonds, undertakings and all contracts of suretyship; and that any Secretary or any Assistant Secretary be, and that each or any of them hereby is, authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company. FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed and in the future, with respect to any bond undertaking or contract of suretyship to which it is attached. In Witness Whereof, the American Southern Insurance Company has caused its official seal to be here,%affDk�d, and these presents to be signed by its President and attested by its Corporate Secretary this 31`r day of Ma y�� 20���� `C� !; Attest: American Southern Insu a Cattgai �'•�• By: w z:oi Melonie Coppola, Corporate Se re ary ScottqG. Thompson, resi, On this 11f day of May, 2017 before me personally came Scott G. Thompson to me known, who being by me duly swom,�cd�d`. " pds9at he resides, in Atlanta. to the County of Fulton, State of Georgia, at 421 Hollydale Court; that he Is the President of American Sou thamfn� qq��'���any, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal eft tt4 the said instrument is such corporate seal; that it was so affixed and that he signed his name th eto pursuant to due authnhor%rtian. Candace T. Cheatham, Notary Public, State of Georgia State of Georgia Commission Expires December 7, 2017 I, the undersigned,`a Vice President of American Southern Insurance Company, a Kansas Corporation, DO HEREBY CERTiFY that the foregoing and allached Powerof'A"'m" ey wrgains In°full force and has not been revoked; and, furthermore, that the Resolution of the Executive Committee of the Board of Directors settiirty jn 0 -13j w6t of Attorney is now to force. Signed and se6)�d th Cid i'gaitt,� o� ay at of Dated the d of TUUrlp�v��`' �. ` „ v s '• INDIAN RIYER COl1 TYOPGpirij:�91y��: Power No. 30", ISIS IS T CE T t ISIS F>�Eii�REo �R ORIGI aQlt�at$i Ai/liE�1lRk�i �fJ1SSiC INFIORIDASTATUTEtl9. % cn • l „�, ,.��,� �, �., : ; • ,^"'coati, ACOR/�®DATE CERTIFICATE OF LIABILITY INSURANCE (MM/DD/YYYY) 8/24/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED - REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Nicole TOwsle CPCU NAME: y Frank H. Furman, Inc. IONE (954)943-5050 FAx PF(9541942-6310 AIC No Ext): AIC 4o): 1314 East Atlantic Blvd. E-MAIL ADDRESS: nicolet@furmaninsurance.com INSURER(S) AFFORDING COVERAGE NAIC ft P. 0. Box 1927 INSURERA:Ironshore Specialty Ins 25445 Pompano Beach FL 33061 INSURED INSURERB:MAPFRE Ins Co FL 34932 The Roof Authority, Inc; The Roof Authority West INSURERC:FRSA Self Insurers Fund/Evanston 35378 INSURERD:AGCS Marine Insurance Company 22837 6771 North Old Dixie Hwy INSURER E: Ft Pierce FL 34946 1 INSURER F: COVERAGES CERTIFICATE NUMBER:2018 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDL LTR TYPE OF INSURANCE INSO SUBR WVQ POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXIT MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS -MADE OX OCCUR DAMAGE TO RENTED 100, 000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 X RCS00272-03 1/1/2018 1/1/2019 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a ECT LOC PRODUCTS - COMP/OPAGG $ 2,000,000 Employee Benefits Liability $ 1,000,000 OTHER: AUTOMOBILE LIABILITY SINGLE LIMIT EOaaBINEDI $ 1,000,000 B ANY AUTO, BODILY INJURY (Per person)A OX SCHEDULED BODILY INJURY(Per accident) S Ix AUU TOSS AUTOS X 5204070001763 1/1/2018 1/1/2019 HIRED AUTOS - X AUTOSWNED PROPERTY DAMAGE S Per accident Underinsured motorist S 1,000, 000 UMBRELLA LIAR OCCUR 7 EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION $ PER OTH- AND E=MPLOYERS' LIABILITY ,, / N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? � N / A E.L. EACH ACCIDENT $ 1, 000, 000 C (Mandatory in NH) If yes, describe under 870-040106 1/1/2018 1/1/2019 E.L. DISEASE - EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT i $ 1,000,000 D Property/Installation SML93055423 1/1/2018 1/1/2019 Any one Installation Limit 100,000 Deduct: 2%; 2,500min.25K max DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if is more space required) Indian River County is included as additional insured for General Liability and Auto Liability as required by written contract. CERTIFICATE HOLDER Indian River County 1800 27th Street Vero Beach, FL 32960 L.AIN1.,tLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE rk DeJong/NTG— ©1988-2014 ACORD CORPORATION. ed. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD All rights resery I NS025 (201401) SECTION 00622 - Contractor's Application for Payment SEBASTIAN CORNERS ROOF REPLACEMENT Application for Payment No. For Work Accomplished through the period of through To: Indian River County (OWNER) From: (CONTRACTOR) Bid No.: 2018062 Project No.: IRC -1765 1) Attach detailed schedule and copies of all paid invoices. 1. Original Contract Price: $ 2. Net change by Change Orders and Written Amendments (+ or -): $ 3. Current Contract Price (1 plus 2): $ 4. Total completed and stored to date: $ 5. Retainage (per Agreement): % of completed Work: • of retainage: $ Total Retainage: $ 6. Total completed and stored to date less retainage (4 minus 5): $ 7. Less previous Application for Payments: $ 8. DUE THIS APPLICATION 6 MINUS 7): $ CONTRACTOR'S CERTIFICATION: UNDER PENALTY OF PERJURY, the undersigned CONTRACTOR certifies that (1) the labor and materials listed on this request for payment have been used in the construction of this Work; (2) payment received from the last pay request has been used to make payments to all subcontractors, laborers, materialmen and suppliers except as listed on Attachment A, below; (3) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien, security interest or encumbrance); (4) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective; and (5) If this Periodic Estimate is for a Final Payment to project or improvement, I further certify that all persons doing work upon or furnishing materials or supplies for this project or improvement under this foregoing contract have been paid in full, and that all taxes imposed by Chapter 212 Florida Statutes, (Sales and Use Tax Act, as Amended) have been paid and discharged, and that I have no claims against the OWNER. Attached to or submitted with this form are: 1. Signed release of lien forms (partial or final as applicable) from all subcontractors, laborers, materialmen and suppliers except as listed on Attachment A, together with an explanation as to why any release of lien form is not included; 00622 - Contractor's Application for Payment - 03-10 rev 00622-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00622 - Contractor's Application for Payment - 03-10 rev.doc 2. Updated Construction Schedule per Specification Section 01310, and Dated STATE OF FLORIDA COUNTY OF INDIAN RIVER By: Page 2 of 5 (CONTRACTOR — must be signed by an Officer of the Corporation) Print Name and Title Before me, a Notary Public, duly commissioned, qualified, and acting, personally appeared who being by me first duly sworn upon oath, says that he/she is the of the CONTRACTOR mentioned above and that he/she has been duly authorized to act on behalf of it, and that he/she executed the above Contractor's Application for Payment and Contractor's Certification statement on behalf of said CONTRACTOR; and that all of the statements contained herein are true, correct, and complete. Subscribed and sworn to before me this day of , 20 is personally known to me or has produced as identification. NOTARY PUBLIC: (SEAL) Printed name: Please remit payment to: Contractor's Name: Address: Commission No.: Commission Expiration: [The remainder of this page was left blank intentionally] 00622 Contractor's Application for Payment - 03-10 rev 00622-2 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract DocumentsWaster Contract Documents\00622 - Contractors Application for Payment - 03-10 rev.doc Page 3 of 5 SURETY'S CONSENT OF PAYMENT TO CONTRACTOR: The Surety, ,a corporation, in accordance with Public Construction Bond Number , hereby consents to payment by the OWNER to the CONTRACTOR, for the amounts specified in this CONTRACTOR's APPLICATION FOR PAYMENT. TO BE EXECUTED BY CORPORATE SURETY: Attest: Secretary Corporate Surety Business Address BY: Print Name: Title: STATE OF FLORIDA COUNTY OF INDIAN RIVER (Affix Corporate SEAL) Before me, a Notary Public, duly commissioned, qualified, and acting, personally appeared , to me well known or who produced as identification, who being by me first duly sworn upon oath, says that he/she is the for and that he/she has been authorized by it to approve payment by the OWNER to the CONTRACTOR of the foregoing Contractor's Application for Payment. Subscribed and sworn to before me this day of 20 Notary Public, State of _ My Commission Expires: [The remainder of this page was left blank intentionally] 00622 - Contractor's Application for Payment - 03-10 rev 00622-3 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Masier Contract Documents\00622 - Contractors Application for Payment - 03-10 rev.doc Page 4 of 5 CERTIFICATION OF ENGINEER: I certify that I have reviewed the above and foregoing Periodic Estimate for Partial Payment; that to the best of my knowledge and belief it appears to be a reasonably accurate statement of the work performed and/or material supplied by the Contractor. I am not certifying as to whether or not the Contractor has paid all subcontractors, laborers, materialmen and suppliers because I am not in a position to accurately determine that issue. Dated SIGNATURE CERTIFICATION OF INSPECTOR: 1 have checked the estimate against the Contractor's Schedule of Amounts for Contract Payments and the notes and reports of my inspections of the project. To the best of my knowledge, this statement of work performed and/or materials supplied appears to be reasonably accurate, that the Contractor appears to be observing the requirements of the Contract with respect to construction, and that the Contractor should be paid the amount requested above, unless otherwise noted by me. I am not certifying as to whether or not the Contractor has paid all subcontractors, laborers, materialmen and suppliers because I am not in a position to accurately determine that issue. Dated SIGNATURE [The Remainder of This Page Was Left Blank Intentionally] 00622 - Contractor's Application for Payment - 03-10 rev. 00622 - 4 F:\Public Works\ENGINEERING DIVISION PROJECT$\1765 Sebastian Comers Roof Replacement\l-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00622 - Contractors Application for Payment - 03,10 rev.doc Page 5 of 5 ATTACHMENT A 1. List of all subcontractors, laborers, materialmen and suppliers who have not been paid from the payment received from the last Pay Request and the reason why they were not paid (attach additional pages as necessary): 2. List of all subcontractors, laborers, materialmen and suppliers for which a signed release of lien form (partial or final as applicable) is not included with this Pay Request, together with an explanation as to why the release of lien form is not included (attach additional pages as necessary): 00622 - Contractor's Application for Payment - 03-10 rev 00622-5 . . F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\I-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00622 - Contractor's Application for Payment,- 03-10 rev.doc H Z W W u g W m LL O O W N CC w Z m O U Z Q N Q m W w Q z W O CL Ln O U Z w 0 O o " Z u N CL O Q_ ami m 0- 0 ~ C O Nn fn fin 409 dog fill 609 0 W Z U to Z Z JLL O m Q A � W d .a F„ a a W 0 cG W W p � O � � d D A wx 0 O F ooh zW� w w in Q o_ w w� w d Z LU J O I.- c v GCL w a O O - p d C Q � F..F zaxH 0 Q O F m F F Ed O a CY aa�.wad J -- 0 Q O o o `= O � W T z a _ C'! Q o Z O o- OQ >U W .j IX CL z a a M CY W C 0 o 0 Q E o 0 > a 0 W 'C F J w a o U (A c � j y t - c C f0 y J 7 d r C D � J J la - O Z Q m p y K0 00 0 Z PAGE 00622-6 ECTION 00630 - Certificate of Substantial Completion Date of Issuance: 20 OWNER: INDIAN RIVER COUNTY CONTRACTOR - CONTRACT FOR: SEBASTIAN CORNERS ROOF REPLACEMENT. Project No.: IRC -1765 Project Description: REMOVAL AND REPLACEMENT OF EXISTING LOW SLOPE ROOF SYSTEM AT INDIAN RIVER NORTH COUNTY OFFICES AT SEBASTIAN CORNERS WITH A COMPLETE WATERTIGHT 20 -YEAR WARRANTABLE ASSEMBLY. OWNER's Bid No: 2018062 This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: T And T OWNER CONTRACTOR The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within 15 calendar days of the above date of Substantial Completion. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees shall be as follows: 00630- Certificate of Substantial Completion REV 04-07 00630-1 FAPublic WorWENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\l-Admin\Bid Documents\Master Contract DocumentsWaster Contract Documents\00630 - Certificate of Substantial Completion REV 04-07.doc OWNER:- CONTRACTOR:- The WNER:CONTRACTOR: The following documents are attached to and made a part of this Certificate: [For items to be attached see definition of Substantial Completion as supplemented and other specifically noted conditions precedent to achieving Substantial Completion as required by Contract Documents.] This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with the Contract Documents. Executed by ENGINEER on: ENGINEER: By: (Authorized Signature) (Date). CONTRACTOR accepts this Certificate of Substantial Completion on (date). CONTRACTOR: By: (Authorized Signature) OWNER accepts this Certificate of Substantial Completion on (date). OWNER: INDIAN RIVER COUNTY By: (Authorized Signature) * * END OF SECTION * * 00630 - Certificate of Substantial Completion REV 04-07 00630-2 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master, Contract Documents\Master. Contract Documents\00630 - Certificate of Substantial Completion REV 04-07.doc SECTION 00632 - CONTRACTOR'S FINAL CERTIFICATION OF THE WORK (TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) PROJECT NAME: SEBASTIAN CORNERS ROOF REPLACEMENT PROJECT NO: IRC -1765 STATE OF _ COUNTY OF Personally before me the undersigned officer, authorized by the laws of said state to administer oaths, comes , who on oath says: That he is the CONTRACTOR with whom Indian River County, Florida, a political subdivision of said state, did on the day of 120 , enter into a contract for the performance of certain work, more particularly described as follows: UNDER PENALTY OF PERJURY, affiant further says that said construction has been completed and the Contract therefore fully performed and final payment is now due and that all liens of all firms and individuals contracting directly with or directly employed by such CONTRACTOR have been paid in full EXCEPT: Name Description/Amount who have not been paid and who are due the amount set forth. Affiant further says that: CONTRACTOR has reviewed the Contract Documents. 2. CONTRACTOR has reviewed the Work for compliance with the Contract Documents. 3. CONTRACTOR has completed the Work in accordance with the Contract Documents. 4. All equipment and systems have been tested in the presence of the ENGINEER or his representative and are fully operational with no defects or deficiencies except as listed below. 00632-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1.-Admin\Bid Documents\Master Contract DocumentsWaster Contract Documents\00632 - Contractor's Final Certification REV 04-07.doc 5. The Work is complete and ready for final acceptance by the OWNER. 6. CONTRACTOR hereby certifies that it has no claims against the OWNER. (Corporate Seal) (Contractor) By: Subscribed and sworn to before me this _ day of , 20 Notary Public State of Florida at Large My Commission expires: + + END OF SECTION + + 00632-2 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin0d Documents\Master Contract Documents\Master Contract Documents\00632 - Contractors Final Certification REV 04-07.doc STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by The Associated General Contractors of America Construction Specifications Institute Copyright ©1996 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 American Consulting Engineers Council 1015 15th Street N.W., Washington, DC 20005 American Society of Civil Engineers 345 East 47th Street, New York, NY 10017 TABLE OF CONTENTS Title Page ARTICLE 1 - DEFINITIONS AND TERMINOLOGY.....................................................................................................5 1.01 Defined Terms...................................................................................................................................5 1.02 Terminology.......................................................................................................................................7 ARTICLE 2 - PRELIMINARY MATTERS......................................................................................................................8 2.01 Delivery of Bonds..............................................................................................................................8 2.02 Copies of Documents........................................................................................................................8 2.03 Commencement of Contract Times; Notice to Proceed...................................................................8 2.04 Starting the Work...............................................................................................................................8 2.05 Before Starting Construction.............................................................................................................9 2.06 Preconstruction Conference.............................................................................................................9 2.07 Initial Acceptance of Schedules........................................................................................................9 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE................................................................10 3.01 Intent..................................................................................................................................................10 3.02 Reference Standards........................................................................................................................10 3.03 Reporting and Resolving Discrepancies...........................................................................................10 3.04 Amending and Supplementing Contract Documents.......................................................................10 3.05 Reuse of Documents.........................................................................................................................11 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS.....................................................................................................................................................11 4.01 Availability of Lands.......................:...................................................................................................11 4.02 Subsurface and Physical Conditions................................................................................................11 4.03 Differing Subsurface or Physical Conditions.....................................................................................12 4.04 Underground Facilities......................................................................................................................12 4.05 Reference Points...............................................................................................................................13 4.06 Hazardous Environmental Condition at Site.....................................................................................13 ARTICLE 5 - BONDS AND INSURANCE.....................................................................................................................15 5.01 Performance, Payment, and Other Bonds........................................................................................15 5.02 Licensed Sureties and Insurers........................................................................................................15 5.03 Certificates of Insurance...................................................................................................................15 5.04 CONTRACTOR's Liability Insurance................................................................................................15 5.05 OWNER's Liability Insurance............................................................................................................16 5.06 Property Insurance............................................................................................................................16 5.07 Waiver of Rights................................................................................................................................17 5.08 Receipt and Application of Insurance Proceeds...............................................................................18 5.09 Acceptance of Bonds and Insurance; Option to Replace.................................................................18 5.10 Partial Utilization, Acknowledgment of Property Insurer...................................................................18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES.................................................................................................19 6.01 Supervision and Superintendence....................................................................................................19 6.02 Labor; Working Hours.......................................................................................................................19 6.03 Services, Materials, and Equipment.................................................................................................19 6.04 Progress Schedule............................................................................................................................19 6.05 Substitutes and "Or-Equals"..............................................................................................................19 6.06 Conceming Subcontractors, Suppliers, and Others........................................................................22 00700 - General Conditions Master 00700-2 F:\Public Works\ENGINEERING DMSION PROJECTS\1765 Sebastian Comers Roof Replacement\l-AdminTid Documents\Master Contract Documents\Master Contract Documents\00700 -General Conditions Master.doc - - - - 6.07 Patent Fees and Royalties................................................................................................................22 8.01 Communications to Contractor.........................................................................................................27 6.08 Permits...............................................................................................................................................22 8.02 Replacement of ENGINEER.............................................................................................................27 6.09 Laws and Regulations.......................................................................................................................22 8.03 Fumish Data......................................................................................................................................28 6.10 Taxes.................................................................................................................................................23 8.04 Pay Promptly When Due...................................................................................................................28 6.11 Use of Site and Other Areas.............................................................................................................23 8.05 Lands and Easements, Reports and Tests......................................................................................28 6.12 Record Documents............................................................:..............................................................23 8.06 Insurance...........................................................................................................................................28 6.13 Safety and Protection...............................:........................................................................................23 8.07 Change Orders..................................................................................................................................28 6.14 Safety Representative.......................................................................................................................24 8.08 Inspections, Tests, and Approvals....................................................................................................28 6.15 Hazard Communication Programs....................................................................................................24 8.09 Limitations on OWNER's Responsibilities........................................................................................28 6.16 Emergencies......................................................................................................................................24 8.10 Undisclosed Hazardous Environmental Condition 6.17 Shop Drawings and Samples............................................................................................................24 8.11 Evidence of Financial Arrangements................................................................................................28 6.18 Continuing the Work..........................................................................................................................25 6.19 CONTRACTOR's General Warranty and Guarantee .......................................................................26 6.20 Indemnification..................................................................................................................................26 ARTICLE7 - OTHER WORK........................................................................................................................................27 7.01 Related Work at Site.........................................................................................................................27 7.02 Coordination......................................................................................................................................27 ARTICLE 8 - OWNER'S RESPONSIBILITIES.............................................................................................................27 8.01 Communications to Contractor.........................................................................................................27 9.02 Visits to Site.......................................................................................................................................28 8.02 Replacement of ENGINEER.............................................................................................................27 9.04 Clarifications and Interpretations.......................................................................................................29 8.03 Fumish Data......................................................................................................................................28 8.04 Pay Promptly When Due...................................................................................................................28 9.07 Shop Drawings, Change Orders and Payments..............................................................................29 8.05 Lands and Easements, Reports and Tests......................................................................................28 8.06 Insurance...........................................................................................................................................28 8.07 Change Orders..................................................................................................................................28 8.08 Inspections, Tests, and Approvals....................................................................................................28 8.09 Limitations on OWNER's Responsibilities........................................................................................28 8.10 Undisclosed Hazardous Environmental Condition ...........................................................................28 8.11 Evidence of Financial Arrangements................................................................................................28 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION.............................................................................28 9.01 OWNER'S Representative................................................................................................................28 9.02 Visits to Site.......................................................................................................................................28 9.03 Project Representative......................................................................................................................29 9.04 Clarifications and Interpretations.......................................................................................................29 9.05 Authorized Variations in Work...........................................................................................................29 9.06 Rejecting Defective Work..................................................................................................................29 9.07 Shop Drawings, Change Orders and Payments..............................................................................29 9.08 Determination for Unit Price Work....................................................................................................29 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work .............................29 9.10 Limitations on ENGINEER's Authority and Responsibilities.............................................................30 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS....................................................................................................30 10.01 Authorized Changes in the Work....................................................................................................30 10.02 Unauthorized Changes in the Work................................................................................................30 10.03 Execution of Change Orders...........................................................................................................30 10.04 Notification to Surety .......................................................................................................................31 10.05 Claims and. Disputes.......................................................................................................................31 00700 - General Conditions Master 00700-3 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\l-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK...............................................31 11.01 Cost of the Work..............................................................................................................................31 11.02 Cash Allowances.............................................................................................................................33 11.03 Unit Price Work...............................................................................................................................34 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES..............................................34 12.01 Change of Contract Price................................................................................................................34 12.02 Change of Contract Times..............................................................................................................35 12.03 Delays Beyond CONTRACTOR's Control......................................................................................35 12.04 Delays Within CONTRACTOR's Control........................................................................................35 12.05 Delays Beyond OWNER'S and Contractor's Control.....................................................................35 12.06 Delay Damages...............................................................................................................................35 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVEWORK..................................................................................................................................36 17.01 Giving Notice...................................................................................................................................44 13.01 Notice of Defects.............................................................................................................................36 17.02 Computation of Times 13.02 Access to Work...............................................................................................................................36 17.03 Cumulative Remedies 13.03 Tests and Inspections.....................................................................................................................36 17.04 Survival of Obligations 13.04 Uncovering Work.............................................................................................................................36 17.05 Controlling Law................................................................................................................................44 13.05 OWNER May Stop the Work..........................................................................................................37 13.06 Correction or Removal of Defective Work......................................................................................37 13.07 Correction Period............................................................................................................................37 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian 13.08 Acceptance of Defective Work........................................................................................................37 Conditions Master.doc 13.09 OWNER May Correct Defective Work............................................................................................38 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION.......................................................................38 17.01 Giving Notice...................................................................................................................................44 14.01 Schedule of Values.........................................................................................................................38 17.02 Computation of Times 14.02 Progress Payments.........................................................................................................................38 17.03 Cumulative Remedies 14.03 CONTRACTOR's Warranty of Title................................................................................................40 17.04 Survival of Obligations 14.04 Substantial Completion...................................................................................................................40 17.05 Controlling Law................................................................................................................................44 14.05 Partial Utilization..............................................................................................................................41 14.06 Final Inspection...............................................................................................................................41 14.07 Final Payment.................................................................................................................................41 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian 14.08 Final Completion Delayed.............................................................................................42 Conditions Master.doc 14.09 Waiver of Claims.............................................................................................................................42 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION.................................................................................42 15.01 OWNER May Suspend Work.........................................................................................................42 15.02 OWNER May Terminate for Cause................................................................................................43 15.03 OWNER May Terminate For Convenience....................................................................................43 15.04 CONTRACTOR May Stop Work or Terminate...............................................................................44 ARTICLE 16 - DISPUTE RESOLUTION......................................................................................................................44 16.01 Methods and Procedures................................................................................................................44 ARTICLE17 - MISCELLANEOUS................................................................................................................................44 17.01 Giving Notice...................................................................................................................................44 17.02 Computation of Times .....................................................................................................................44 17.03 Cumulative Remedies ...................................................................................................................:.44 17.04 Survival of Obligations ..........................................................................................:..........................44 17.05 Controlling Law................................................................................................................................44 00700 -General Conditions Master 00700-4 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\I-Admin\Bid Documents\Master Contract Doarments\Master Contract Documents\00700 -General Conditions Master.doc GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Contract Documents and printed with initial or all capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between OWNER and CONTRACTOR covering the Work. 3. Application for Payment—The form acceptable to ENGINEER which is to be used by CONTRACTOR during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupa- tional Safety and Health Administration. 5. Bid—The offer or proposal of a bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 7. Bidding Requirements—The Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form, if any, and the Bid form with any supplements. 8. Bonds—Performance and payment bonds and other instruments of security. 9. Change Order—A document recommend- ed by ENGINEER which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim—A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract—The entire and integrated written agreement between the OWNER and CONTRACTOR concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents --The Contract Documents establish the rights and obligations of the parties and include the Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders, and ENGINEER's written interpretations and clarifications issued on or after the Effective Date of the Agreement. Approved Shop Drawings and the reports and drawings of subsurface and physical conditions are not Contract Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Files in electronic media format of text, data, graphics, and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents. 13. Contract Price—The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.03 in the case of Unit Price Work). 14. Contract Times—The number of days or the dates stated in the Agreement to: (i) achieve Substantial Completion; and (ii) complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final pay- ment. 15. CONTRACTOR—The individual or entity with whom OWNER has entered into the Agreement. 00700 - General Conditions Master 00700-5 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\l-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc 16. Cost of the Work—See paragraph 11.01.A for definition. 17. Drawings—That part of the Contract Documents prepared or approved by ENGINEER which graphically shows the scope, extent, and character of the Work to be performed by CONTRACTOR. Shop Drawings and other CONTRACTOR submittals are not Drawings as so defined. 18. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. ENGINEER—The individual or entity named as such in the Agreement. 21. Field Order—A written order issued by ENGINEER which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 22. General Requirements—Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifica- tions. 23. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 25. Laws and Regulations, Laws or Regulat- ions—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all govern- mental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 27. Milestone—A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Comple- tion of all the Work. 28. Notice of Award—The written notice by OWNER to the apparent successful bidder stating that upon timely compliance by the apparent successful bidder with the conditions precedent listed therein, OWNER will sign and deliver the Agreement. 29. Notice to Proceed—A written notice given by OWNER to CONTRACTOR fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform the Work under the Contract Documents. 30. OWNER—The individual, entity, public body, or authority with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be performed. 31. Partial Utilization—Use by OWNER of a substantially completed part of the Work for the pur- pose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 32. PCBs—Polychlorinated biphenyls. 33. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 34. Project—The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part as may be indicated elsewhere in the Contract Documents. 35. Project Manual—The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 36. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 00700 - General Conditions Master 00700-6. FAPublic Works\ENGINEERING DIVISION PROJECTS11765 Sebastian Comers Roof Replacement\1-AdmiMBid DocumentsWaster Contract Documents\Master Contract Documentsk00700 - General Conditions Master.doc 37. Resident Project Representative—The authorized representative of ENGINEER who may be assigned to the Site or any part thereof. 38. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 40. Site—Lands or areas indicated in the Contract Documents as being furnished by OWNER upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by OWNER which are designated for the use of CONTRACTOR. 41. Specifications—That part of the Contract Documents consisting of written technical descriptions of materials, equipment, systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. 42. Subcontractor—An individual or entity having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the Site. 43. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 44. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 45. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 46. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 47. Unit Price Work—Work to be paid for on the basis of unit prices. 48. Work—The entire completed construction or the various separately identifiable parts thereof re- quired to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 49. Work Change Directive—A written statement to CONTRACTOR issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subse- quently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 50. Written Amendment—A written statement modifying the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Docu- ments. 1.02 Terminology A. Intent of Certain Terms or Adjectives 1. Whenever in the Contract Documents the terms "as allowed," "as approved," or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of 00700 - General Conditions Master 00700-7 FAPublic Works\ENGINEERING DNISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Doc iments\Master Contract Documents\Masler Contract Documents\00700 -General Conditions Master.doc ENGINEER as to the Work, it is intended that such action or determination will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGI- NEER any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.10 or any other provision of the Contract Documents. B. Day 1. The word "day" shall constitute a calendar day of 24 hours measured from midnight to the next midnight. C. Defective 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recom- mendation of final payment (unless responsi- bility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.04 or 14.05). D. Furnish, Install, Perform, Provide 1. The word "famish," when used in eenneetien—with serviees, materials, er equipment, shall Fnean to supply and delive said seFViGes, ate'ialc oF equipment to the Genditoen- 4. When "furnish," "install," "perform," or "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of CONTRACTOR, "provide" is implied. E. Unless stated otherwise in the Contract Docu- ments, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish. 2.02 Copies of Documents A. OWNER shall furnish to CONTRACTOR up to ten copies of the Contract Documents. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agree- ment or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Pro- ceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the ninetieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. CONTRACTOR shall start to perform the Work on the date when the Contract Times com- mence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 00700 - General Conditions Master 00700-8 F:tPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsXMaster Contract Documents\00700 - General Conditions Master.doc 2.05 Before Starting Construction A. CONTRACTOR's Review of Contract Docu- ments: Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity, or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof. B. Preliminary Schedules: Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRAC- TOR shall submit to ENGINEER for its timely review: 1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for sub- mitting, reviewing, and processing such submittal; and 3. a preliminary schedule of values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference 2.07 Initial Acceptance of Schedules A. Unless otherwise provided in the Contract Documents, at least ten days before submission of the first Application for Payment a conference attended by CONTRACTOR, ENGINEER, and others as appropri- ate will be held to review for acceptability to ENGI- NEER as provided below the schedules submitted in accordance with paragraph 2.05.B. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until acceptable schedules are submitted to ENGINEER. 1. The progress schedule will be acceptable to ENGINEER if it provides an orderly progression of the Work to completion within any specified Milestones and the Contract Times. Such acceptance will not impose on ENGINEER responsibility for the progress schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. 2. CONTRACTOR's schedule of Shop Drawing and Sample submittals will be acceptable to ENGINEER if it provides a workable arrangement for reviewing and processing the required submittals. 3. CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. 00700 - General Conditions Master 0070079 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacemenhl-Admin0d DocumentsWaster Contract DocumentsXMaster Contract Documents\00700 - General Conditions Masler.doc ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are comple- mentary; what is called for by one is as binding as if called for by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part there- of) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to OWNER. C. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifica- tions, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the stan- dard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of OWNER, CONTRACTOR, or ENGINEER, or any of their subcontractors, consultants, agents, or employ- ees from those set forth in the Contract Documents, nor shall any such provision or instruction be effective to assign to OWNER, ENGINEER, or any of ENGINEER's Consultants, agents, or employees any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. If, during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity, or discrepancy within the Con- tract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, CONTRACTOR shall report it to ENGINEER in writing at once. CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as required by paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.04; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity, or discrepancy unless CON- TRACTOR knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: (i) a Written 00700 - General Conditions Master 00700-10 FAPublic Works\ENGINEERING DIVISION PROJECTSW65 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc Amendment; (ii) a Change Order; or (iii) a Work Change Directive. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: (i) a Field Order; (ii) ENGINEER's approval of a Shop Drawing or Sample; or (iii) ENGINEER's written interpretation or clarifi- cation. 3.05 Reuse of Documents A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work under a direct or indirect contract with OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, including electronic media editions; and (ii) shall not reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaption by ENGINEER. This prohibition will survive final payment, completion, and acceptance of the Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from retaining copies of the Contract Documents for record purposes. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. OWNER shall furnish the Site. OWNER shall notify CONTRACTOR of any encumbrances or restrictions not of general application but specifically related to use of the Site with which CONTRACTOR must comply in performing the Work. OWNER will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If CONTRACTOR and OWNER are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in OWNER's furnishing the Site, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. B. Upon reasonable written request, OWNER shall furnish CONTRACTOR with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and OWNER's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that ENGINEER has used in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGI- NEER has used in preparing the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementa- ry Conditions. Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER's Consultants with respect to: 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" 00700 - General Conditions Master 00700-11 PXPublic Works\ENGINEERING DIVISION PROJECT_ S\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documentsxmasler Contract Documents\00700 - General Conditions Master.doc or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which CONTRAC- TOR is entitled to rely as provided in paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inher- ent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. ENGINEER's Review. After receipt of written notice as required by paragraph 4.03.A, ENGINEER will promptly review the pertinent condition, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto, and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an in- crease or decrease in CONTRACTOR's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in para- graph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.08 and 11.03. 2. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CON- TRACTOR prior to CONTRACTOR's making such final commitment; or c. CONTRACTOR failed to give the written notice within the time and as re- quired by paragraph 4.03.A. 3. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in paragraph 10.05. However, OWNER, ENGINEER, and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and 00700 - General Conditions Master 00700-12 FAPublic Works\ENGINEERING DNISION PROJECTS11765 Sebastian Comers Roof Replacement\1-Admin\Bid Documenls\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc data furnished to OWNER or ENGINEER by the owners of such Underground Facilities, including OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. OWNER and ENGINEER shall not be responsible for the accuracy or com- pleteness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and CONTRAC- TOR shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including OWNER, during construction, and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGI- NEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility. 2. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, OWNER or CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 4.05 Reference Points A. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CON- TRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the ENGINEER in the preparation of the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any, Claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 00700 - General Conditions Master 00700-13 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract DocumentsvAaster Contract Documents\00700 - General Conditions Mastecdoc 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. CONTRACTOR shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by CONTRACTOR, Subcontractors, Suppliers, or anyone else for whom CONTRACTOR is responsible. D. If CONTRACTOR encounters a Hazardous Environmental Condition or if CONTRACTOR or anyone for whom CONTRACTOR is responsible creates a Hazardous Environmental Condition, CONTRACTOR shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by paragraph 6.16); and (iii) notify OWNER and ENGI- NEER (and promptly thereafter confirm such notice in writing). OWNER shall promptly consult with ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or take corrective action, if any. E. CONTRACTOR shall not be required to resume Work in connection with such condition or in any affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by CONTRACTOR, either party may make a Claim therefor as provided in paragraph 10.05. F. If after receipt of such written notice CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special condi- tions, then OWNER may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If OWNER and CON- TRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in paragraph 10.05. OWNER may have such deleted portion of the Work performed by OWNER's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, OWNER shall indemnify and hold harmless CONTRACTOR, Subcontractors, ENGI- NEER, ENGINEER's Consultants and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this para- graph 4.06.E shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this paragraph 4.06.E shall obligate CONTRACTOR to indemnify any individual or entity from and against the 00700 - General Conditions Master 00700-14 F1Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc consequences of that individual's or entity's own negli- gence. I. The provisions of paragraphs 4.02, 4.03, and 4.04 are not intended to apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds B. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of "Com- panies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. C. If the surety on any Bond furnished by COW TRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.01.6, CONTRACTOR shall within 20 days thereafter substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 5.01.6 and 5.02. 5.02 Licensed Sureties and Insurers A. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Projectis located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWN- ER or any. other additional insured) which COW TRACTOR is required to purchase and maintain. OWNER shall deliveF t9 CONTRAGTOR, with Go, 0 to eaGh additional insured 'e - TOR OF any othei: additional insuFed) whiGh OWNER 5.04 CONTRACTOR's Liability Insurance A. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be per- formed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: (i) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction 00700 - General Conditions Master 00700-15 F1Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documentswaster Contract Documents\00700 - General Conditions Master.doc of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, mainte- nance or use of any motor vehicle. B. The policies of insurance so required by this paragraph 5.04 to be purchased and maintained shall: 1. with respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Condi- tions, all of whom shall be listed as additional insureds, and include coverage for the respec- tive officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.07, 6.11, and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CON- TRACTOR pursuant to paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when CON- TRACTOR may be correcting, removing, or replacing defective Work in accordance with paragraph 13.07; and 7. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). 5.05 OWNER's Liability Insurance 5.06 Property Insurance Y4 61-000W 10 00700 - General Conditions Master 00700-16 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract-Documents\Master Contract Documents\00700 - General Conditions Master.doc Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be bome by CONTRACTOR, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. 5.07 Waiver of Rights D. OWNER shall not be responsible for purchas- ing and maintaining any property insurance specified in this paragraph 5.06 to protect the interests of CONTRACTOR, Subcontractors, or others in the 00700 - General Conditions Master 00700-17 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsXMaster Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc 5.08 Receipt and Application of Insurance Proceeds 5.09 Acceptance of Bonds and Insurance; Option to Replace 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in cover- age necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. 00700 - General Conditions Master 00700 - 18 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CON- TRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of OWNER or ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CON- TRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. B. At all times during the progress of the Work, CONTRACTOR shall assign a competent resident superintendent thereto who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the Site and shall have authority to act on behalf of CONTRACTOR. All communications given to or received from the superintendent shall be binding on CONTRACTOR. 6.02 Labor, Working Hours A. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out, and construct the Work as required by the Contract Docu- ments. CONTRACTOR shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal holiday without OWNER's written consent (which will not be unreasonably withheld) given after prior written notice to ENGINEER. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the General Re- quirements, CONTRACTOR shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifica- tions shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.07 as it may be adjusted from time to time as provided below. 1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indi- cated in paragraph 2.07) proposed adjustments in the progress schedule that will not result in changing the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additional- ly will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or Written Amendment in accor- dance with Article 12. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or. 00700 - General Conditions Master 00700-19 FAPublic Works\ENGINEERING DIVISION PROJECTSN765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to ENGINEER for review under the circumstances described below. 1. "Or -Equal" Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substi- tute items. For the purposes of this paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment ENGINEER determines that: (i) it is at least equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed Project as a functioning whole, and; b. CONTRACTOR certifies that: (i) there is no increase in cost to the OWNER; and (ii) it will conform substantially, even with deviations, to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items a. If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under paragraph 6.05.A.1, it will be considered a proposed substitute item. b. CONTRACTOR shall submit suffi- cient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. c. The procedure for review by ENGI- NEER will be as set forth in paragraph 6.05.A.2.d, as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. d. CONTRACTOR shall first make written application to ENGINEER for review of a proposed substitute item of material or equipment that CONTRACTOR seeks to fumish or use. The application shall certify that the proposed substitute item will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as that specified. The application will state the extent, if any, to which the use of the pro- posed substitute item will prejudice CONTRACTOR's achievement of Substan- tial Completion on time, whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute item and whether or not incorporation or use of the proposed substi- tute item in connection with the Work is sub- ject to payment of any license fee or royalty. All variations of the proposed substitute item from that specified will be identified in the application, and available engineering, sales, maintenance, repair, and replacement services will be indicated. The application will also contain an itemized esti- mate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute item. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute item. B. Substitute Construction Methods or Proce- dures: If a specific means, method, technique, se- quence, or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by ENGINEER. 00700 - General Conditions Master 00700-20 F1Public Works\ENGINEERING DIVISION PROJECTS11765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsXMaster Contract DocumentsXMaster Contract Documents\00700 - General Conditions Master.doc CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.05.A.2. C. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to para- graphs 6.05.A and 6.05.B. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until ENGINEER's review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." ENGINEER will advise CONTRACTOR in writing of any negative determination. D. Special Guarantee: OWNER may require CONTRACTOR to furnish at CONTRACTOR's ex- pense a special performance guarantee or other surety with respect to any substitute. E. ENGINEER's Cost Reimbursement.' ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitute proposed or submitted by CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.6 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER approves a substitute item so pro- posed or submitted by CONTRACTOR, COW TRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute. F. CONTRACTOR's Expense: CONTRACTOR shall provide all data in support of any proposed substitute or `or -equal" at CONTRACTOR's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. CONTRACTOR shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to OWNER as indicated in paragraph 6.06.6), whether initially or as a replacement, against whom OWNER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reason- able objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to OWNER in advance for acceptance by OWNER by a specified date prior to the Effective Date of the Agreement, and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Conditions, OWNER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcon- tractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. CONTRACTOR shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. C. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other individual or entity, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcon- tractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. E. CONTRACTOR shall require all Subcontrac- tors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to commu- nicate with ENGINEER through CONTRACTOR. F. The divisions and sections of the Specifica- tions and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among 00700 - General Conditions Master 00700-21 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in paragraph 5.06, the agreement between the CONTRACTOR and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against OWNER, CONTRACTOR, ENGINEER, ENGINEER's Consultants, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRACTOR will obtain the same. 6.07 Patent Fees and Royalties A. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees or agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supple- mentary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto, such as plant investment fees. 6.09 Laws and Regulations A. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compli- ance with any Laws or Regulations. B. If CONTRACTOR performs any Work know- ing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Times. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in paragraph 10.05. 00700 - General Conditions Master 00700-22 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replaoement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc 6.10 Taxes A. CONTRACTOR shall pay all sales, consum- er, use, and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. B. OWNER qualifies for state and local sales tax exemption in the purchase of all material and equipment. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant, and the officers, directors, partners, employees, agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER, or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. B. Removal of Debris During Performance of the Work. During the progress of the Work CONTRAC- TOR shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materi- als, rubbish, and other debris shall conform to applica- ble Laws and Regulations. C. Cleaning. Prior to Substantial Completion of the Work CONTRACTOR shall clean the Site and make it ready for utilization by OWNER. At the com- pletion of the Work CONTRACTOR shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifica- tions, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGI- NEER for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to ENGINEER for OWNER. 6.13 Safety and Protection A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equip- ment to be incorporated therein, whether in storage on or off the Site; and 00700 - General Conditions Master 00700-23 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. CONTRACTOR shall comply with all applica- ble Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. All damage, injury, or loss to any property referred to in paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant, or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.07.6 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. CONTRACTOR shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged be- tween or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protec- tion of persons or the Work or property at the Site or adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If ENGINEER determines that a change in the Contract Documents is required be- cause of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified perfor- mance and design criteria, materials, and similar data to show ENGINEER the services, materials, and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.17.E. B. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as ENGINEER may require to enable ENGI- NEER to review the submittal for the limited purposes required by paragraph 6.17.E. The numbers of each Sample to be submitted will be as specified in the Specifications. C. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals acceptable to ENGI- NEER as required by paragraph 2.07, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. 00700 - General Conditions Master 00700-24 FAPublic Works\ENGINEERING DNISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc D. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: a. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to means, methods, techniques, sequences, and procedures of construction and safety precautions and programs incident thereto; and d. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 3. At the time of each submittal, CON- TRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written com- munication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample sub- mitted to ENGINEER for review and approval of each such variation. E. ENGINEER's Review 1. ENGINEER will timely review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals acceptable to ENGINEER. ENGINEER's review and approval will be only to .determine if the items . covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. ENGINEER's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of con- struction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of each submittal as required by paragraph 6.17.D.3 and ENGI- NEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CON- TRACTOR from responsibility for complying with the requirements of paragraph 6.17.D.1. F. Resubmittal Procedures 1. CONTRACTOR shall make correc- tions required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CON- TRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.18 Continuing the Work A. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.04 or as OWNER and CONTRACTOR may otherwise agree in writing. 00700 - General Conditions Master 00700-25 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement11-Admin\Bid DocumentsWaster Contract Documents\Master Contract Documents\00700 - General Conditions Masler.doc 6.19 CONTRACTOR's General Warranty and Guarantee A. CONTRACTOR warrants and guarantees to OWNER, ENGINEER, and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors, Suppliers, or any other individual or entity for whom CONTRACTOR is responsible; or 2. normal wear and tear under normal usage. B. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: observations by ENGINEER; 2. recommendation by ENGINEER or payment by OWNER of any progress or final payment; 3. the issuance of a certificate of Sub- stantial Completion by ENGINEER or any payment related thereto by OWNER; 4. use or occupancy of the Work or any part thereof by OWNER; 5. any acceptance by OWNER or any failure to do so; 6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by OWNER. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage: 1. is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom; and 2. is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of an individual or entity indemnified hereunder or whether liability is imposed upon such indemni- fied party by Laws and Regulations regardless of the negligence of any such individual or entity. B. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or entity under workers' compen- sation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of CON- TRACTOR under paragraph 6.20.A shall not extend to the liability of ENGINEER and ENGINEER's Consultants or to the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them arising out of: 00700 - General Conditions Master 00700-26 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof ReplacementN-Admin0d Documents\Master Contract DocumentskMaster Contract Documents\00700 - General Conditions Master.doc 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. ARTICLE 7 - OTHER WORK 7.01 Related Work at Site A. OWNER may perform other work related to the Project at the Site by OWNER's employees, or let other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. written notice thereof will be given to CONTRACTOR prior to starting any such other work; and 2. if OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in paragraph 10.05. B. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is per- forming the other work with OWNER's employees) proper and safe access to the Site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. C. If the proper execution or results of any part of CONTRACTOR's Work depends upon work per- formed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects, or deficien- cies in such other work that render it unavailable or unsuitable for the proper execution 'and results of CONTRACTOR's Work. CONTRACTOR's failure to so report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If OWNER intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility for such coordination. ARTICLE 8 - OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, OWNER shall issue all communi- cations to CONTRACTOR through ENGINEER. 8.02 Replacement of ENGINEER A. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer to whom CONTRACTOR makes no reasonable objection, whose status under the Contract Documents shall be that of the former ENGINEER. 00700 - General Conditions Master 00700-27 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc 8.03 Furnish Data A. OWNER shall promptly furnish the data required of OWNER under the Contract Documents. 8.04 Pay Promptly When Due A. OWNER shall make payments to CONTRAC- TOR promptly when they are due as provided in paragraphs 14.02.0 and 14.07.C. 8.05 Lands and Easements, Reports and Tests A. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by ENGINEER in preparing the Contract Documents. 8.06 Insurance A. OWNER's responsibilities, if any, in respect to purchasing and maintaining liability and property insur- ance are set forth in Article 5. 8.07 Change Orders A. OWNER is obligated to execute Change Orders as indicated in paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. OWNER's responsibility in respect to certain inspections, tests, and approvals is set forth in paragraph 13.03.B. 8.09 Limitations on OWNER's Responsibilities A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, se- quences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. OWNER's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in paragraph 4.06. 8.11 Evidence of Financial Arrangements A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that financial arrangements have been made to satisfy OWNER's obligations under the Contract Documents, OWNER's responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION 9.01 OWNER'S Representative A. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and will not be changed without written consent of OWNER and ENGINEER. 9.02 Visits to Site A. ENGINEER will make visits to the Site at intervals appropriate to the various stages of construc- tion as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, in general, if the Work is proceeding in accordance with the Con- tract Documents. ENGINEER will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. B. ENGINEER's visits and observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.10, and 00700 - General Conditions Master 00700-28 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement1l-AdmiMBid DocumentskMaster Contract Documents\Master Contract Documents\00700 General Conditions Master.doc particularly, but without limitation, during or as a result of ENGINEER's visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If OWNER and ENGINEER agree, ENGI- NEER will furnish a Resident Project Representative to assist ENGINEER in providing more extensive observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraph 9.10 and in the Supplementary Conditions. If OWNER designates another represen- tative or agent to represent OWNER at the Site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Clarifications and Interpretations A. ENGINEER will issue with reasonable promptness such written clarifications or interpreta- tions of the requirements of the Contract Documents as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER and CON- TRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a written clarification or interpretation, a Claim may be made therefor as provided in paragraph 10.05. 9.05 Authorized Variations in Work A. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compati- ble with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR, who shall perform the Work involved promptly. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of a Field Order, a Claim may be made therefor as provided in paragraph 10.05. 9.06 Rejecting Defective Work A. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.07 Shop Drawings, Change Orders and Payments A. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraph 6.17. B. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. C. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. 9.08 Determinations for Unit Price Work A. ENGINEER will determine the actual quanti- ties and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER's written decision thereon will be final and binding (except as modified by ENGINEER to reflect changed factual conditions or more accurate data) upon OWNER and CONTRACTOR, subject to the provisions of paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work A. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work, the quantities and classifications of Unit Price Work, the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, and Claims seeking 00700 - General Conditions Master 00700-29 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing, in accordance with the provisions of paragraph 10.05, with a request for a formal decision. B. When functioning as interpreter and judge under this paragraph 9.09, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to this paragraph 9.09 with respect to any such Claim, dispute, or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.07) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such Claim, dispute, or other matter. 9.10 Limitations on ENGINEER's Authority and Responsibilities A. Neither ENGINEER's authority or respon- sibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR, any Subcon- tractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR's means, methods, techniques, se- quences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. C. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibil- ity set forth in this paragraph 9.10 shall also apply to ENGINEER's Consultants, Resident Project Repre- sentative, and assistants. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If OWNER and CONTRACTOR are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in paragraph 10.05. 10.02 Unauthorized Changes in the Work A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency as provided in paragraph 6.16 or in the case of uncovering Work as provided in paragraph 13.04.13. 10.03 Execution of Change Orders A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGI- NEER (or Written Amendments) covering: 1. changes in the Work which are: (i) ordered by OWNER pursuant to paragraph 10.01.A, (ii) required because of acceptance of defective Work under paragraph 13.08.A or OWNER's correction of defective Work under 00700 - General Conditions Master 00700-30 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\8id Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regula- tions, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility. The amount of each applicable Bond will be adjusted to reflect the effect of any such change. 10.05 Claims and Disputes A. Notice: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. Notice of the amount or extent of the Claim, dispute, or other matter with supporting data shall be delivered to the ENGINEER and the other party to the Contract within 60 days after the start of such event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01.8. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02.B. Each Claim shall be accom- panied by claimant's written statement that the adjust- ment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to ENGINEER and the claimant within 30 days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). B. ENGINEER's Decision: ENGINEER will render a formal decision in writing within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. ENGINEER's written decision on such Claim, dispute, or other matter will be final and binding upon OWNER and CONTRACTOR unless: 1. an appeal from ENGINEER's decision is taken within the time limits and in accordance with the dispute resolution procedures set forth in Article 16; or 2. if no such dispute resolution procedures have been set forth in Article 16, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within 30 days after the date of such decision, and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction within 60 days after the date of such decision or within 60 days after Substantial Completion, whichever is later (unless otherwise agreed in writing by OWNER and CONTRACTOR), to exercise such rights or remedies as the appealing party may have with respect to such Claim, dispute, or other matter in accordance with applicable Laws and Regulations. C. If ENGINEER does not render a formal decision in writing within the time stated in paragraph 10.05.13, a decision denying the Claim in its entirety shall be deemed to have been issued 31 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. D. No Claim for an adjustment in Contract Price or Contract Times (or Milestones) will be valid if not submitted in accordance with this paragraph 10.05. ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in 00700 - General Conditions Master 00700-31 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin0d Documents\Master Contract Documents\Master Contract Documents100700 - General Conditions MasterAoc Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in para- graph 11.01.6. 2. Cost of all materials and equipment furnished and incorporated in the Work, includ- ing costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 3. Payments made by CONTRACTOR to Subcontractors for Work performed by Subcontractors. If required by OWNER, CON- TRACTOR shall obtain competitive bids from subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER, who will then determine, with the advice of ENGINEER, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in this para- graph 11.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary trans- portation, travel, and subsistence expenses of CONTRACTOR's employees incurred in dis- charge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equip- ment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not con- sumed which remain the property of CON- TRACTOR. C. Rentals of all construction equip- ment and machinery, and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. e . Deposits lost for causes other than negligence of CONTRACTOR, any Sub- contractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 00700 - General Conditions Master 00700-32 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sus- tained by CONTRACTOR in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressage, and similar petty cash items in connection with the Work. i. When the Cost of the Work is used to determine the value of a Change Order or of a Claim, the cost of premiums for additional Bonds and insurance required because of the changes in the Work or caused by the event giving rise to the Claim. j. When all the Work is performed on the basis of cost-plus, the costs of premiums for all Bonds and insurance CONTRACTOR is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of CONTRACTOR's officers, executives, princi- pals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by CONTRACTOR, whether at the Site or in CONTRACTOR's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.01.A.1 or specifically covered by paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 2. Expenses of CONTRACTOR's princi- pal and branch offices other than CONTRACTOR's office at the Site. 3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR's capital employed for the Work and charges against CONTRACTOR for delinquent payments. 4. Costs due to the negligence of COW TRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraphs 11.01.A and 11.01.6. C. CONTRACTOR's Fee: When all the Work is performed on the basis of cost-plus, CONTRACTOR's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, CONTRACTOR's fee shall be determined as set forth in paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to paragraphs 11.01.A and 11.01.6, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to ENGINEER an itemized cost breakdown together with supporting data. 11.02 Cash Allowances A. It is understood that CONTRACTOR has in- cluded in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required 00700 - General Conditions Master 00700-33 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid DocumentsXMaster Contract Documents\Master Contract Documents\00700 - General Conditions Mastecdoc by the allowances to be delivered at the Site, and all applicable taxes; and 2. CONTRACTOR's costs for unloading and handling on the Site, labor, installation costs, overhead, profit, and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. B. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Con- tract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaran- teed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Deter- minations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER subject to the provisions of paragraph 9.08. B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be ade- quate to cover CONTRACTOR's overhead and profit for each separately identified item. C. OWNER or CONTRACTOR may make a Claim for an adjustment in the Contract Price in accor- dance with paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect any other item of Work; and 3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the ENGINEER and the other party to the Contract in accordance with the provisions of para- graph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of paragraph 11.03 ); or 2. where the Work involved is not cov- ered' by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 12.01.C.2); or 3. where the Work involved is not cov- ered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 12.01.6.2, on the basis of the Cost of the Work (determined as provided in paragraph 11.01) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 12.01.C). C. CONTRACTOR's Fee: The CONTRACTOR's fee for overhead and profit shall be determined as follows: a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 00700 - General Conditions Master 00700-34 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc a. for costs incurred under para- graphs 11.01.A.1 and 11.01.A.2, the CONTRACTOR's fee shall be 15 percent; b. for costs incurred under paragraph 11.01.A.3, the CONTRACTOR's fee shall be five percent; c. where one or more tiers of subcon- tracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid to the next lower tier Subcon- tractor; d. no fee shall be payable on the basis of costs itemized under paragraphs 11.01.A.4, 11.01.A.5, and 11.01.6; e. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. 12.02 Change of Contract Times A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Times (or Milestones) shall be based on written notice submitted by the party making the claim to the ENGINEER and the other party to the Contract in accordance with the provisions of paragraph 10.05. B. Any adjustment of the Contract Times (or Milestones) covered by a Change Order or of any Claim for an adjustment in the Contract Times (or Milestones) will be determined in accordance with the provisions of this Article 12. 12.03 Delays Beyond CONTRACTOR's Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in paragraph 12.02.A. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. 12.04 Delays Within CONTRACTOR's Control A. The Contract Times (or Milestones) will not be extended due to delays within the control of CONTRACTOR. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRAC- TOR. 12.05 Delays Beyond OWNER's and CONTRACTOR's Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. 12.06 Delay Damages A. In no event shall OWNER or ENGINEER be liable to CONTRACTOR, any Subcontractor, any Supplier, or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from: 1. delays caused by or within the control of CONTRACTOR; or 2. delays beyond the control of both OWNER and CONTRACTOR including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God, or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. 00700 - General Conditions Master 00700-35 PIPublic Works\ENGINEERING DIVISION PROJECTSN765 Sebastian Comers Roof Replacemenfll-Admin\Bid Documentswaster Contract Documentswaster Contract Documents\00700 - General Conditions Master.doc B. Nothing in this paragraph 12.06 bars a change in Contract Price pursuant to this Article 12 to compensate CONTRACTOR due to delay, interference, or disruption directly attributable to actions or inactions of OWNER or anyone for whom OWNER is responsible. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which OWNER or ENGINEER has actual knowledge will be given to CONTRACTOR. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. OWNER, ENGINEER, ENGINEER's Con- sultants, other representatives and personnel of OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspec- tion or approval. D. CONTRACTOR shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for OWNER's and ENGINEER's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to OWNER and ENGINEER. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by CON- TRACTOR without written concurrence of ENGI- NEER, it must, if requested by ENGINEER, be uncov- ered for observation. F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable prompt- ness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGI- NEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGI- NEER or inspected or tested by others, CONTRAC- TOR, at ENGINEER's request, shall uncover, expose, or otherwise make available for observation, inspec- tion, or testing as ENGINEER may require, that portion of the Work in question, furnishing all neces- sary labor, material, and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or 00700 - General Conditions Master 00700-36 F:\Public Works\ENGINEERING DNISION PROJECTS11765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsWaster Contract Documents\00700 - General Conditions Master.doc arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observa- tion, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 13.05 OWNER May Stop the Work 13.06 Correction or Removal of Defective Work A. CONTRACTOR shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ENGI- NEER, remove it from the Project and replace it with Work that is not defective. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.07 Correction Period A. Gempletion OF 6UGh lenger peFied of time as may be pr,e6GFibed by Laws 9F Regulations OF by the teFFn6 9f Gc)ntFaGt DOGUFnents, any WeFk is found to be defer,five, OF if the FepaffiF of any damages to the land C—NAINER or permitted by Laws and Regulations as 109ntemplated in paFaqFaph 6.1 !.A is found to be to OWNER and on aGG0rdanr_,e With 001AINER'15 WFifteR W9Fk hac been reien+ed by OWAICD remove i+ from defeistive, and (iii) sati 90 OF FepaiF GF Femove and FepIaGe any damage to 9theF Wark, to the ffea} If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or repaired or may have the rejected Work removed and replaced, and all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. B. item of equipment is plaGed in Gentinul sew befeFe Substantial GeF the Werk, the eadieF date Of so pFevid GifiGations op* 1Afri++en Amendment. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. D. CONTRACTOR's obligations under this paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final pay - 00700 General Conditions Master 00700-37 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-AdminlBid DocumentskMaster Contract Documentswaster Contract Documents\00700 - General Conditions Master.doc ment, ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by CONTRACTOR pursuant to this sentence. If any such acceptance occurs prior to ENGINEER's recom- mendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. 13.09 OWNER May Correct Defective Work A. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.06.A, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this paragraph, OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors, and ENGINEER and ENGINEER's Consultants access to the Site to enable OWNER to exercise the rights and remedies under this paragraph. C. All Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by OWNER in exercising the rights and remedies under this paragraph 13.09 will be charged against CON- TRACTOR, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, OWNER may make a Claim therefor as provided in paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of CONTRACTOR's defective Work. D. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies under this paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The schedule of values established as provid- ed in paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGI- NEER. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments 1. At least 20 days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location 00700 - General Conditions Master 00700-38 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that OWNER has received the materials and equip- ment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect OWNER's interest therein, all of which must be satisfactory to OWNER. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied on account to discharge CONTRACTOR's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications 1. ENGINEER will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to OWNER or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CON- TRACTOR may make the necessary corrections and resubmit the Application. 2. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's observations on the Site of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.08, and to any other qualifications stated in the recommendation); and c. The conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled in so far as it is ENGINEER's responsibility to observe the Work. 3. By recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) inspec- tions made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsi- bilities specifically assigned to ENGINEER in the Contract Documents; or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 4. Neither ENGINEER's review of CONTRACTOR's Work for the purposes of recommending payments nor ENGINEER's recommendation of any payment, including final payment, will impose responsibility on ENGINEER to supervise, direct, or control the Work or for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for CONTRACTOR's failure to comply with Laws and Regulations applicable to CONTRACTOR's performance of the Work. Additionally, said review or recommendation will not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or to determine that title to any of the Work, materials, or equipment has passed to OWNER free and clear of any Liens. 5. ENGINEER may refuse to recom- mend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to OWNER referred to in paragraph 14.02.13.2. ENGINEER may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent 00700 - General Conditions Master 00700-39 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract DocumentsXMaster Coritract Documents\00700 - General Conditions Master.doc inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Written Amendment or Change Orders; c. OWNER has been required to correct defective Work or complete Work in accor- dance with paragraph 13.09; or d. ENGINEER has aGtual knowledge e the OGGUFFeRGe of any of the event6 enumeF ated on paFagFaph 15.02.A. C. Payment Becomes Due D. Reduction in Payment 1. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: a. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens; c. there are other items entitling OWN- ER to a set-off against the amount recommended; or d. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.02.B.5.a through 14.02.B.5.c or paragraph 15.02.A. 2. If OWNER refuses to make payment of the full amount recommended by ENGINEER, OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR any amount remaining after deduction of the amount so withheld. OWNER shall promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action. 3. If it is subsequently determined that OWNER's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by paragraph 14.02.C.1. 14.03 CONTRACTOR's Warranty of Title A. CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Promptly thereafter, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefore. If ENGINEER eensiderS the WWn-r- substantially Gemplete, ENGINEER will prepaFe and deloveF to OWNER a tentative eeFt*fiGate of Substantial befeFe final payment. OWNER shall have seven day6 MakeMfFi ten ebjeGtion to GINE to �vJ €PtvTr.c€RZrS�v—a„y . Surh r + � +ieu„ ' I ENGINEER GIGIFIGIIJ thn-t the Work is netsabs—eerprete-, ENGINEER will udthin 14 days niter submissien e++he in writing, stating the rea6ens therefer. If, a#er sensideratien--of OWNER'-ebjesta;s, ENGINEER 00700 - General Conditions Master 00700-40 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Nlaster Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc B. OWNER shall have the right to exclude CONTRACTOR from the Site after the date of Substantial Completion, but OWNER shall allow CON- TRACTOR reasonable access to complete or correct items on the tentative list. 14.05 Partial Utilization A. Use by OWNER at OWNER's option of any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which OWNER, ENGINEER, and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following conditions. 1. OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substan- tially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 2. No occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will promptly make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After CONTRACTOR has, in the opinion of ENGINEER, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guaran- tees, Bonds, certificates or other evidence of insurance certificates of inspection, marked -up record documents (as provided in paragraph 6.12), and other documents, CONTRACTOR may make application for final payment follow- ing the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not 0071X1- General Conditions Master 00700-41 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin0d DocumentsWaster Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc limited to the evidence of insurance required by subparagraph 5.04.13.7; (ii) consent of the surety, if any, to final payment; and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in paragraph 14.07.A.2 and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and an affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satis- fied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, CON- TRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. B. Review of Application and Acceptance 1. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract .Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application for Payment to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.09: Otherwise, ENGINEER will return the Application for Payment to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 14.08 Final Completion Delayed A. If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed, and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminat- ing the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 2. a waiver of all Claims by CONTRAC- TOR against OWNER other than those previously made in writing which are still unsettled. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 OWNER May Suspend Work A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in 00700 - General Conditions Master 00700-42 F:\Public Works%ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\ Master Contract Documents\Master Contract Documents\00700 - General Conditions Master.doc writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CON- TRACTOR shall resume the Work on the date so fixed. GONT-RAGTOR shall be allowed an aGIjustmen 15.02 OWNER May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1. CONTRACTOR's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.07 as adjusted from time to time pursuant to paragraph 6.04); 2. CONTRACTOR's disregard of Laws or Regulations of any public body having jurisdiction; 3. CONTRACTOR's disregard of the authority of ENGINEER; or 4. CONTRACTOR's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in paragraph 15.02.A occur, OWNER may, after giving CONTRACTOR (and the surety, if any) seven days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the Site, and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by OWNER arising out of or relating to completing the Work, such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses, and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and, when so approved by ENGINEER, incorporated in a Change Order. When exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. C. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CON- TRACTOR from liability. 15.03 OWNER May Terminate For Convenience A. Upon seven days written notice to COW TRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Contract. In such case, CONTRACTOR shall be paid (without duplication of any items): 1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. for all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) in- curred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. for reasonable expenses directly attributable to termination. B. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other eco- nomic loss arising out of or resulting from such termination. 00700 - General Conditions Master 00700-43 F:1Public Works\ENGINEERING DIVISION PROJECTS11765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentskMaster Contract DocumentsvAaster Contract Documents\00700 - General Conditions Master.doc 15.04 CONTRACTOR May Stop Work or Terminate A. If, through no act or fault of CONTRACTOR, the Work is suspended for more than 90 consecutive days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within 30 days after it is submitted, oF OWNER fails f9F 30 days to pay G TRAGTOR any 6uFn finally determined to be due-, then CONTRACTOR may, upon seven days written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Contract and recover from OWNER payment on the same terms as provided in paragraph 15.03. In lieu of terminating the Contract and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within 30 days after it is submitted, CONTRACTOR any sum finally deteFFAined to be due, CONTRACTOR may, seven days after written notice to OWNER and ENGINEER, stop the Work until payment is made of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.04 are not intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping the Work as permitted by this paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Dispute resolution methods and procedures, if any, shall be as set forth in the Supplementary Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9.09 and 10.05, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies avail- able hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warran- ties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or comple- tion of the Agreement. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 00700 - General Conditions Master 00700-44 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00700 - General Conditions Mastecdoc SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Article Title Article Number Introduction SC —1.00 Defined Terms SC —1.01 Terminology SC —1.02 Before Starting Construction SC — 2.05 Preconstruction Conference SC — 2.06 Coordination of Plans, Specifications, and Special Provisions SC — 3.06 Subsurface and Physical Conditions SC — 4.02 Performance, Payment and Other Bonds SC — 5.01 Certificates of Insurance SC — 5.03 CONTRACTOR's Liability Insurance SC — 5.04 OWNER's Liability Insurance SC — 5.05 Property Insurance SC — 5.06 Waiver of Rights SC — 5.07 Receipt and Application of Insurance Proceeds SC — 5.08 Acceptance of Bonds and Insurance; Option to Replace SC — 5.09 Labor; Working Hours SC — 6.02 Concerning Subcontractors, Suppliers and Others SC — 6.06 Permits SC — 6.08 Cost of the Work Sc —11.01 Test and Inspections SC —13.03 OWNER May Stop the Work SC —13.05 Correction Period SC —13.07 Progress Payments SC - 14.02 Substantial Completion SC —14.04 00800 IF1Public Works\ENGINEERING DIVISION PROJECTSX1765 Sebastian Comers Roof Replacement\1-Admin0d DocumentsXMaster Contract DocumentsXMaster Contract Documents100600 - Supplementary Conditions 05.13 rev.doc Final Payment OWNER May Suspend Work OWNER May Terminate for Cause CONTRACTOR May Stop Work or Terminate Mediation Liens SC —14.07 SC —15.01 SC — 15.02 SC —15.04 SC —16.02 SC —17.06 +++ END OF THIS SUPPLEMENTARY CONDITIONS INDEX +++ 00800 -ii 00800 - Supplementary Conditions 05-13 rev 00800 IIFV.blic WorksIENGINEERING DMSION PROJECT S11,765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsXMaster Contract Documents\00600 - Supplementary Conditions 05-13 rev.doc SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS SC -1.00 Introduction These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. 1910-8, 1996 Edition) and other provisions of the Contract Documents as indicated below. All provisions, which are not so amended or supplemented, remain in full force and effect. The terms used in these Supplementary Conditions will have the meanings indicated in the General Conditions. SC -1.01 Defined Terms SC -1.01.A.20. Delete paragraph GC 1.01.A.20 in its entirety. SC -1.02 Terminology SC -1.02.D.1, 2, and 3 Delete paragraphs GC -1.02.D.1, 2, and 3 in their entirety and insert the following paragraphs in their place: D. Furnish, Install, Perform, Provide 1. The word "furnish" shall mean to supply and deliver services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install' shall mean to put into use or place in final position services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide" shall mean to furnish and install services, materials, or equipment complete and ready for intended use. SC -2.05 Before Starting Construction SC -2.05.C. Delete paragraph GC 2.05.0 in its entirety and insert the following paragraph in its place: C. Evidence of Insurance: CONTRACTOR shall not commence work under this Contract until he has obtained all insurance required under Article 5 and such insurance has been delivered to the OWNER and approved by the OWNER, nor shall the CONTRACTOR allow any Subcontractor to commence work on his subcontract until all similar insurance required of the Subcontractor has been so obtained and approved. All such insurance shall remain in effect until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with Article 13. SC -2.06 Preconstruction Conference SC -2.06 Delete paragraph GC -2.06.A in its entirety and insert the following paragraph in its place: A. Immediately after awarding the contract, but before the CONTRACTOR begins work, the Project Manager will call a preconstruction conference at a place the ENGINEER designates to establish an understanding among the parties as to the work and to discuss schedules referred to in paragraph 2.05.8, procedures 00800-1 00800 - Supplementary Conditions 05-13 rev 00800 1 FAPublic WorksXENGINEERING DIVISION PROJECTSN765 Sebastian Comers Roof ReplacementN-Admin\Bid DocumentsWlaster Contract DocumentsWaster Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc for handling Shop Drawings and other submittals, and maintaining required records. Utility companies and others as appropriate will be requested to attend to discuss and coordinate work. B. The Contractor will certify to the Engineer the following: 1. A listing of on-site clerical staff, supervisory personnel and their pro -rated time assigned to the contract, 2. Actual Rate for items listed in Table 4-3.2.1 (see below), 3. Existence of employee benefit plan for Holiday, Sick and Vacation benefits and a Retirement Plan, and, 4. Payment of Per Diem is a company practice for instances when compensation for Per Diem is requested. Such certification must be made by an officer or director of the Contractor with authority to bind the Contractor. Timely certification is a condition precedent to any right of the Contractor to recover compensations for such costs, and failure to timely submit the certification will constitute a full, complete, absolute and irrevocable waiver by the Contractor of any right to recover such costs. Any subsequent changes shall be certified to the Engineer as part of the cost proposal or seven calendar days in advance of performing such extra work. FDOT Table 4-3.2.1 Item Rate FICA Rate established by Law FUTA/SUTA Rate established by Law Medical Insurance Actual Holidays, Sick & Vacation Benefits Actual Retirement Benefits Actual Workers Compensation Rates based on the National Council on Compensation Insurance basic rates tables adjusted by Contractor's actual experience modification factor in effect at the time of the additional work or unforeseen work Per Diem Actual but not to exceed State of Florida's rate Insurance* Actual *Compensation for Insurance is limited solely to General Liability Coverage and does not include any other insurance coverage (such as, but not limited to, Umbrella Coverage, Automobile Insurance, etc.). SC -3.06 Coordination of Plans, Specifications, and Special Provisions SC -3.06 Add the following new paragraphs immediately after paragraph GC -3.05: SC -3.06 Coordination of Plans, Specifications, and Special Provisions A. In case of discrepancy, the governing order of the documents shall be as follows: 1. Written Interpretations 2. Addenda 3. Specifications 4. Supplementary Conditions to the General Conditions .5. General Conditions 6. Approved Shop Drawings 7. Drawings 8. Referenced Standards. B. Written/computed dimensions shall govern over scaled dimensions. 00800-2 00800 - Supplementary Conditions 05-13 rev 00800 2F:\Public Works\ENGINEERING DIVISION PROJECM1765 Sebastian Comers Roof Replacement%1-Admin\Bid DocumentslMaster Contract DocumentslMaster Contract Documents\00800 • Supplementary Conditions 05-13 rev.doc SC -4.02 . Subsurface and Physical Conditions SC -4.02 Add the following new paragraphs immediately after paragraph GC -4.02.8: C. In the preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants relied upon the following reports of explorations and tests of subsurface conditions at the Site: SC -5.01 Performance, Payment and Other Bonds SC -5.01.A. Delete paragraph GC -5.01.A in its entirety and insert the following paragraphs in its place: Within fifteen (15) days of receipt of the Contract Documents for execution, the CONTRACTOR shall furnish a Public Construction Bond in an amount equal to 100% of the Contract Price. 1. In lieu of the Public Construction Bond, the CONTRACTOR may furnish an alternative form of security in the form of cash, money order, certified check, cashier's check, irrevocable letter of credit or a security as listed in Part II of F.S. Chapter 625. Any such alternative form of security shall be for the same purpose, and be for the same amount and subject to the same conditions as those applicable to the bond otherwise required. The determination of the value of an alternative form of security shall be made by the OWNER. 2. Such Bond shall continue in effect for one (1) year after acceptance of the Work by the OWNER. 3. The OWNER shall record the Public Construction Bond with the Public Record Section of the Indian River County Courthouse located at 2000 16th Avenue, Vero Beach, Florida 32960. SC -5.03 Certificates of Insurance SC -5.03 Delete the second sentence of paragraph GC -5.03 in its entirety. SC -5.04 CONTRACTOR's Liability Insurance SC -5.04 Add the following new paragraphs immediately after paragraph GC -5.04.8: C. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Worker's Compensation: To meet statutory limits in compliance with the Worker's Compensation Law of Florida. This policy must include Employer Liability with a limit $100,000 for each accident, $500,000 disease (policy limit) and $100,000 disease (each employee). Such policy shall include a waiver of subrogation as against OWNER and ENGINEER on account of injury sustained by an employee(s) of the CONTRACTOR. 2. Commercial General Liability: Coverage shall provide minimum limits of liability of $1,000,000 per occurrence Combined Single Limit for Bodily Injury and Property Damage. This shall include coverage for: a. Premises/Operations b. Products/Completed Operations. 00800-3 00800 - Supplementary Conditions 05-13 rev 00800 3F1Public WorWENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof ReplacemenAll-Admin\Bid DocumentsUdaster Contract DocumentsVdaster Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc C. Contractual Liability d. Independent Contractors e. Explosion f. Collapse g. Underground. 3. Business Auto Liability: Coverage shall provide minimum limits of liability of $1,000,000 per occurrence Combined Single Limit for Bodily Injury and Property Damage. This shall include coverage for: a. Owned Autos b. Hired Autos C. Non -Owned Autos. 4. CONTRACTOR's "All Risk" Insurance: CONTRACTOR shall secure Builders' Risk "All Risk" insurance at his expense and provide properly completed and executed "Certificates of Insurance and Insurance Endorsement" forms in the exact wording and format presented in these Contract Documents before starting work. 5. Special Requirements: a. Ten (10) days prior to the commencement of any work under this Contract, certificates of insurance and endorsement forms in the exact wording and format as presented in these Contract Documents will be provided to the OWNER's Risk Manager for review and approval. b. "Indian River County Florida" will be named as "Additional Insured" on both the General Liability, Auto Liability and Builder's Risk "All Risk" Insurance. C. The OWNER will be given thirty (30) days notice prior to cancellation or modification of any stipulated insurance. Such notification will be in writing by registered mail, return receipt requested and addressed to the OWNER's Risk Manager. d. An appropriate "Indemnification" clause shall be made a provision of the Contract (see paragraph 6.20 of the General Conditions). e. It is the responsibility of the CONTRACTOR to insure that all subcontractors comply with all insurance requirements. f. It should be remembered that these are minimum requirements, which are subject to modification in response to high hazard operation. g. Insured must be authorized to do business and have an agent for service of process in Florida and have Best's Rating of A -VII or better. D. Additional Insureds: 1. In addition to "Indian River County, Florida," the following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR's liability insurance policies: a. N/A SC -5.05 OWNER's Liability Insurance SC -5.05 Delete paragraph GC -5.05.A in its entirety. 00800-4 00800 - Supplementary Conditions 05-13 rev 00800 4F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid Documents\Master Contract DocumentsWaster . Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc SC -5.06 Property Insurance SC -5.06 Delete paragraphs GC -5.06.A, B, and C in their entirety and insert the following paragraphs in their place: A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. This insurance shall: 1. include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents and other consultants and subcontractors of any of them each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "All Risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, falsework, and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; and 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR shall be responsible for any deductible or self-insured retention. C. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this paragraph SC -5.06 shall comply with the requirements of paragraph 5.06.0 of the General Conditions. SC -5.06.E Delete paragraph GC -5.06.E in its entirety and insert the following in its place: E. Additional Insureds: 1. The following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR's property insurance policies: a. Indian River County, Florida SC -5.07 Waiver of Rights SC -5.07 Delete GC -5.07 (paragraphs A, B, and C) in its entirety. 00800-5. 00800 - Supplementary Conditions 05-13 rev 00800 5F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\t-Admin\Bid DocumentsWaster Contract DocumentsXMaster Contract Documents\00800 - Supplementary Conditions 05.13 rev.doc SC -5.08 Receipt and Application of Insurance Proceeds SC -5.08 Delete GC -5.08 (paragraphs A and B) in its entirety. SC -5.09 Acceptance of Bonds and Insurance; Option to Replace SC -5.09 Delete GC-5.09(paragraph A)in its entirety. SC -6.02 Labor; Working Hours SC -6.02.13. Add the following paragraphs immediately after paragraph GC -6.02.8: 1. Regular working hours are defined as Monday through Friday, excluding Indian River County Holidays, from 7 a.m. to 5 p.m. 2. Indian River County Holidays are: New Year's Day, Martin Luther King, Jr. Day, Good Friday, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, Christmas Eve and Christmas Day. Working on these days will not be permitted without prior written permission and approval from the Construction Coordination Manager. 3. The CONTRACTOR shall receive no additional compensation for overtime work, i.e., work in excess of eight hours in any one calendar day or 40 hours in any one calendar week, even though such overtime work may be required under emergency conditions and may be ordered by the ENGINEER in writing. 4. All costs of inspection and testing performed during overtime work by the CONTRACTOR, which is allowed solely for the convenience of the CONTRACTOR, shall be borne by the CONTRACTOR, and a credit given to the OWNER to deduct the costs of all such inspection and testing from any payments otherwise due the CONTRACTOR. 5. All costs of OWNER's employees and costs of ENGINEER's Consultant resulting from overtime work by the CONTRACTOR, which is allowed solely for the convenience of the CONTRACTOR, shall be borne by the CONTRACTOR, and a credit given to OWNER to deduct all such costs from any payments otherwise due the CONTRACTOR. 6. No work shall commence before 7 a.m. or continue after 5 p.m. except in case of emergency upon specific permission of the ENGINEER. SC -6.06 Concerning Subcontractors, Suppliers, and Others SC -6.06.C. Add the following sentence at the end of paragraph GC -6.06. C. OWNER or ENGINEER may furnish to any such Subcontractor, Supplier, or other individual or entity, to the extent practicable, information about amounts paid to CONTRACTOR on account of Work performed for CONTRACTOR by a particular Subcontractor, Supplier, or other individual or entity. SC -6.08 Permits SC -6.08 Add the following paragraphs immediately after paragraph GC -6.08.A: The OWNER has obtained the following permits (copies of these permits are contained in Appendix "A"): A. City of Sebastian Building Permit Application -Permit No. Pending 00800-e 00800 - Supplementary Conditions 05-13 rev 00800 6F:\Public Worcs\ENGINEERING DIVISION PROJECTSW65 Sebastian Comers Roof ReplacementN-Admin\Bid DocumentsWaster Contract DocumentsXMaster Contract Documents\00800 - Supplementary Conditions 05-13 rewdoc 2. The CONTRACTOR shall obtain and pay for all other required permits and licenses. The CONTRACTOR shall provide copies of the permits to the OWNER and ENGINEER and shall comply with all conditions contained in the permits at no extra cost to the OWNER. 3. The CONTRACTOR shall be familiar with all permit requirements during construction and shall be responsible for complying with these requirements. The cost of this effort shall be included in the pay item in which the work is most closely associated with. SC -11.01 Cost of the Work SC -11.01.A.1. Delete paragraph GC -11.01.A.1 in its entirety, and insert the following sentences in its place: CONTRACTOR will receive payment for actual costs of direct labor and burden (see SC -2.06.B) for the additional or unforeseen work. Labor includes foremen actually engaged in the work; and will not include project supervisory personnel nor necessary on-site clerical staff, except when the additional or unforeseen work is a controlling work item and the performance of such controlling work item actually extends completion of the project due to no fault of the Contractor. Compensation for project supervisory personnel, but in no case higher than a Project Manager's position, shall only be for the pro -rata time such supervisory personnel spent on the contract. In no case shall an officer or director of the Company, nor those persons who own more than 1 % of the Company, be considered as project supervisory personnel, direct labor or foremen hereunder. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by OWNER. SC -13.03 Test and Inspections SC -13.03. B. Delete paragraph GC -13.03.8 in its entirety, and insert the following sentences in its place: B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all initial inspections, tests, or approvals required by the Contract Documents except those inspections, tests, or approvals listed immediately below. Subsequent inspections, tests, or approvals required after initial failing inspections, tests, or approvals shall be paid for by the CONTRACTOR by back charge to subsequent applications for payment. The CONTRACTOR shall arrange, obtain, and pay for the following inspections, tests, or approvals: 1. inspections, tests, or approvals covered by paragraphs 13.03.0 and 13.03.D below; 2. costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.04.13 shall be paid as provided in said paragraph 13.04.13; 3. tests otherwise specifically provided in the Contract Documents. 00800-7 00800 - Supplementary Conditions 05-13 rev 00800 7F:\Public Woiks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documentswaster Contract Documents\Master Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc SC -13.05 OWNER May Stop the Work SC -13.05.A. Delete paragraph GC -13.05.A in its entirety and insert the following paragraph in its place: A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to comply with permit requirements, or fails to comply with the technical specifications, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. SC -13.07 Correction Period SC -13.07 A. Delete the first sentence of paragraph GC -13.07.A in its entirety and insert the following sentence in its place A. If within one year after the date of Final Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for CONTRACTOR's use by OWNER or permitted by Laws and Regulations as contemplated in paragraph 6.11.A is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) repair such defective land or areas, or (ii) correct such defective Work or, if the defective Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective, and (iii) satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. SC -13.07 B. Delete paragraph GC -13.07.8 in its entirety and insert the following sentence in its place B. In special circumstances where a particular item of equipment is placed in continu- ous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. SC -14.02 Progress Payments SC -14.02.6.5. Delete paragraph GC-14.02.B.5.d in its entirety and insert the following paragraph in its place: d. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraph 15.02.A; or SC -14.02.6.5. Add the following sentences at the end of paragraph GC -14.02.8.5: 00800-8 00800 -Supplementary Conditions 05-13.rev 00800 8F:\Public Works%ENGINEERING DIVISION PROJECTSM65 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsWaster Contract Documents=800 - Supplementary Conditions 05-13 rev.doc e. OWNER has been required to pay ENGINEER additional compensation because of CONTRACTOR delays or rejection of defective Work; or OWNER has been required to pay an independent testing laboratory for subsequent inspections, tests, or approvals taken after initial failing inspections, tests, or approvals. SC -14.02.C.1. Delete paragraph GC -14.02.C.1 in its entirety and insert the following paragraph in its place: C. Payment Becomes Due 1. Payment shall be made by OWNER to CONTRACTOR according to the Local Government Prompt Payment Act. F.S. 218.70 et. seq. SC -14.04 Substantial Completion SC -14.04A. After the third sentence in paragraph GC -14.04A of the General Conditions, delete the remainder of paragraph 14.04A in its entirety and replace with the following: "If Engineer considers the Work substantially complete, Engineer will prepare and deliver to Owner a tentative certificate of Substantial Completion that shall fix the date of Substantial Completion. In accordance with the provisions of Florida Statutes section 208.735(7)(a)(2005), upon receipt of the tentative certificate of Substantial Completion from Engineer, the Owner, the Engineer, and the Contractor shall conduct a walk-through inspection of the Project to document a list of any items required to render the Work on the Project complete, satisfactory, and acceptable under this Agreement (herein the "Statutory List"). The Statutory List shall be reduced to writing and circulated among the Owner, the Engineer, and the Contractor by the Owner or the Engineer within 30 calendar days after substantial completion. The Owner and Contractor acknowledge and agree that: 1) the failure to include any corrective work, or pending items that are not yet completed, on the Statutory List does not alter the responsibility of the Contractor to complete all of the Work under this Agreement; 2) upon completion of all items on the Statutory List, the Contractor may submit a pay request for all remaining retainage except as otherwise set forth in this Agreement; and 3) any and all items that require correction under this Agreement and that are identified after the preparation of the Statutory List remain the obligation of the Contractor to complete to the Owner's satisfaction under this Agreement. After receipt of the Statutory List by the Contractor, the Contractor acknowledges and agrees that it will diligently proceed to complete all items on the Statutory List and schedule a final walk-through in anticipation of final completion on the Project." SCA 4.04B Add the following new paragraph immediately after paragraph GC 14.048: C. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees 00800-9 00800- Supplementary Conditions 05-13 rev 00800 9F:1Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof ReplacementN-Admin0d DocumentsWaster Contract Documents\Master Contract Documents100800 - Supplementary Conditions 05-13 rev.doc SC -14.07 Final Payment SC -14.07.C.1. Delete paragraph GC -14.07.C.1 in its entirety and insert the following paragraph in its place: C. Payment Becomes Due 1. Payment shall be made by OWNER to CONTRACTOR according to the " Local Government Prompt Payment Act" , Florida Statutes section 218.70, et. seq. SC -15.01 OWNER May Suspend Work SC -15.01.A Delete the last sentence in paragraph GC -15.01.A and insert the following in its place: CONTRACTOR shall be allowed an extension of the Contract Times, directly attributable to any such suspension if CONTRACTOR makes a Claim for an extension as provided in paragraph 10.05. CONTRACTOR shall not be allowed an adjustment of the Contract Price and CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other eco- nomic loss arising out of or resulting from such Work suspension. SC -15.02 OWNER May Terminate For Cause SC -15.02.A.5 and SC -15.02.A.6 Add the following new paragraphs immediately after paragraph GC -15.02.A.4: 5. CONTRACTOR's violation of Section 02225 —"Erosion Control and Treatment of Dewatering Water From the Construction Site." 6. CONTRACTOR's failure to make payment to Subcontractors or Suppliers for materials or labor in accordance with the respective agreements between the CONTRACTOR and the Subcontractors or Suppliers. SC -15.04 CONTRACTOR May Stop Work or Terminate SC -15.04 Delete the following text from the first sentence of paragraph GC -15.04.A: SC -15.04 Delete the following text from the second sentence of paragraph GC -15.04.A: ., _ SC -16 DISPUTE RESOLUTION SC -16.02 Mediation SC -16 Add the following new paragraph immediately after paragraph GC -16.01. SC -16.02 Mediation 00800-10 00800 - Supplementary Conditions 05-13 rev 00800 10F1Publlc Works\ENGINEERING DIVISION PROJECTS\1785 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsWaster Contract DocumentsWaster Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc A. OWNER and CONTRACTOR agree that they shall submit any and all unsettled Claims or counterclaims, disputes, or other matters in question between them arising out of or relating to the Contract Documents or the breach thereof, to mediation by a certified mediator of the 19th Judicial Circuit in Indian River County unless delay in initiating mediation would irrevocably prejudice one of the parties. The mediator of any dispute submitted to mediation under this agreement shall not serve as arbitrator of such dispute unless otherwise agreed. SCA7 Miscellaneous SC -17.06 Liens Add the following new paragraphs immediately after paragraph GC17.05: SCA 7.06 Liens A. This project is a "Public Works" under Chapter 255, Florida Statutes. No merchant's liens may be filed against the OWNER. Any claimant may apply to the OWNER for a copy of this Contract. The claimant shall have a right of action against the CONTRACTOR for the amount due him. Such action shall not involve the OWNER in any expense. Claims against the CONTRACTOR are subject to timely prior notice to the CONTRACTOR as specified in Florida Statutes Section 255.05. The CONTRACTOR shall insert the following paragraph in all subcontracts hereunder: "Notice: Claims for labor, materials and supplies are not assessable against Indian River Countv and are subject to proper prior notice to (CONTRACTOR'S Name) and to (CONTRACTOR Surety Company Name), pursuant to Chapter 255 of the Florida Statutes. This paragraph shall be inserted in every sub - subcontract hereunder." The payment due under the Contract shall be paid by the OWNER to the CONTRACTOR only after the CONTRACTOR has furnished the OWNER with an affidavit stating that all persons, firms or corporations who are defined in Section 713.01, Florida Statutes, who have furnished labor or materials, employed directly or indirectly in the Work, have been paid in full. The OWNER may rely on said affidavit at face value. The CONTRACTOR does hereby release, remiss and quit -claim any and all rights he may enjoy perfecting any lien or any other type of statutory common law or equitable lien against the job. ++END OF SUPPLEMENTARY CONDITIONS++ 00800-11 00800 - Supplementary Conditions 05-13 rev 00800 11 FAPublic WorksIENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-AdmintBid DocumentskMaster Contract DocumentslMaster Contract Documents\00800 - Supplementary Conditions 05-13 rev.doc DATE OF ISSUANCE: SECTION 00942 - Change Order Form No. EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR Project: SEBASTIAN CORNERS ROOF REPLACEMENT OWNER's Project No. IRC -1765 OWNER'S Bid No. 2018062 You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: Description Amount. Original Contract Price $ Net Increase (Decrease) from $ previous Change Orders No. to Contract Price prior to this $ Change Order: Net increase (decrease) of this $ Change Order: Contract Price with all approved $ Change Orders: ACCEPTED: By: CONTRACTOR (Signature) Date: CHANGE IN CONTRACT TIMES Description Time Original Contract Time: (days or dates) Substantial Completion: Final Com letion: Net change from previous Change Orders No. to (days) Substantial Completion: Final Completion: Contract Time prior to this Change Order: (days or dates) Substantial Completion: Final Completion: Net increase (decrease) this Change Order: (days or dates) Substantial Completion: Final Completion: Contract Time with all approved Change Orders: (days or dates) Substantial Completion: Final Completion: RECOMMENDED: By: ENGINEER (Signature) Date: (APPROVED: By: OWNER (Signature) Date: 00942 - Change Order Form REV 04-07 00942-1 F1Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid DocumentsViAaster Contract DocumentsWaster Contract Documents\00942 - Change Order Form REV 04-07.doc Rev. 05/01 SECTION 00946 Field Order Form Field Change No.: DATE OF ISSUANCE: EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR Project: SEBASTIAN CORNERS ROOF REPLACEMENT OWNER's Project No. IRC -1765 OWNER'S Bid No. 2018062 Field Activity Description: Reason for Change: Recommended Disposition: Field Operations Officer / Engineer (Signature) Date Disposition: Contractor's Onsite Supervisor (Signature) Distribution: Field Operations Officer Others as Required: On-site Supervisor Project File * * END OF SECTION * * Date Field Order Form REV 04-07 00946-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00946 - Field Order Form REV 04-07.doc SECTION 00948 - Work Change Directive 01 DATE OF ISSUANCE: OWNER: Indian River County CONTRACTOR: Project: SEBASTIAN CORNERS ROOF REPLACEMENT OWNER's Project No. IRC -1765 EFFECTIVE DATE: You are directed to proceed promptly with the following changes: Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Prices II Unit Prices [1 Lump Sum II Other: Q By Change Order: Method of determining change in Contract Times II Contractor's Records II Engineer's Records II Other: Q By Change Order: Estimated increase (decrease) of this Work Estimated increase (decrease) in Contract Times: Change Directive $ Substantial Completion: days; Ready for Final Completion: days. If the change involves an increase, the estimated If the change involves an increase, the estimated amount is not to be exceeded without further time is not to be exceeded without further authorization. authorization. ACCEPTED: RECOMMENDED: APPROVED: By: By: By: CONTRACTOR (Signature) ENGINEER (Signature) OWNER (Signature) Date: Date: Date: * * END OF SECTION Work Change Directive Form 00948-1 1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\00948 -Work Change Directive. Rev 06-2013.doc . DIVISION 1 GENERAL REQUIREMENTS TITLE SECTION NO. SPECIAL PROVISIONS 01009 FORCE ACCOUNT 01024 GENERAL QUALITY CONTROL 01215 PROGRESS MEETINGS 01220 CONSTRUCTION SCHEDULES 01310 SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01520 PROTECTION OF THE WORK AND PROPERTY 01541 ACCESS ROADS, PARKINGS AREAS AND USE OF PUBLIC STREETS 01550 TRANSPORTATION AND HANDLING OF MATERIALS 01610 AND EQUIPMENT STORAGE OF MATERIAL AND EQUIPMENT 01611 SUBSTITUTIONS 01630 SITE CLEANUP AND RESTORATION 01710 CLOSEOUT PROCEDURES 01770 POST FINAL INSPECTION 01820 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\DIVISION 1 GENERAL REQUIREMENTS.doc SECTION 01009 SPECIAL PROVISIONS 1.1 GENERAL A. Visits to the construction site may be made by representatives of permitting or governing bodies. Submit details of all instructions from the above to the ENGINEER immediately. The Work will not be accepted by the OWNER until final acceptance has been received from the various Regulatory Agencies having jurisdiction. B. Furnish sufficient labor, construction equipment and materials, and work such hours, including night shifts and overtime operations, as may be necessary to insure the prosecution of the work in accordance with the approved progress schedule. If, in the opinion of the ENGINEER, the CONTRACTOR falls behind the progress schedule, take such steps as may be necessary to improve progress, all without additional cost to the OWNER. The ENGINEER shall be compensated for his overtime services in accordance with the Supplementary Conditions, SC -6.02. C. All salvageable material and equipment for which specific use, relocation or other disposal is not specifically noted, shall remain the property of the OWNER and shall be delivered to the OWNER at the following location: 4550 41St Street, at the CONTRACTOR's expense. All material and equipment not in salvageable condition, as determined by the ENGINEER and the OWNER, shall be disposed of by the CONTRACTOR, at the CONTRACTOR's expense. D. In addition to these Specifications all work must comply with the requirements of the local governing agency, St. Johns River Water Management District, Department of Environmental Protection, Army Corps of Engineers, Indian River Farms Water Control District, and all other applicable State or Federal agencies' specifications and permits. In the event of a conflict, the more stringent specification or requirement shall govern. E. Before performing any work outside the designated limits of the work site, secure any necessary permits and authorization from the applicable owner, or verify in writing that such has been previously obtained. Follow all requirements of any said permits or authorization. Give the ENGINEER and appropriate owner ten (10) days minimum notice before commencing construction operations outside the designated limits of the work site. 01009-1 01009 -Special Provisions FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01009 - Special Provisions.doc SECTION 01024 FORCE ACCOUNT 1.1 General CONTRACTOR shall furnish all labor, materials, equipment and incidentals necessary to perform additional work not covered on the Contract Drawings. The force Account is intended as a contingency for unforeseen work. 1_1 PAYMENT A. Lump sum amount for force account work is included in the bid schedule. The value of force account work will be determined in accordance with Article 12 of the General Conditions. + + END OF SECTION + + 01024-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01024 - Force Account.doc SECTION 01215 GENERAL QUALITY CONTROL 1.1 DESCRIPTION OF REQUIREMENTS A. Definitions: Specific quality control requirements for the work are indicated throughout the Contract Documents. The requirements of this section are primarily related to the performance of the work beyond the furnishing of manufactured products. The term "Quality Control' includes, but is not necessarily limited to, inspection and testing and associated requirements. This section does not specify or modify the OWNER and ENGINEER duties relating to quality review and Contract surveillance. 1.2 RESPONSIBILITY FOR INSPECTIONS AND TESTS A. Residual OWNER Responsibility: The OWNER will employ and pay for the services of independent testing laboratories to perform those required inspections and tests. B. CONTRACTORS General Responsibility: No failure of test agencies, whether engaged by the OWNER or CONTRACTOR, to perform adequate inspections of tests or to properly analyze or report results, shall relieve the CONTRACTOR of responsibility for the fulfillment of the requirements of the Contract Documents. It is recognized that the required inspection and testing program is intended to assist the CONTRACTOR, OWNER, ENGINEER, and governing authorities in the nominal determination of probable compliance with requirements for certain crucial elements of work. The program is not intended to limit the CONTRACTOR in his regular quality control program, as needed for general assurance of compliance. 1.3 QUALITY ASSURANCE A. General Workmanship Standards: It is a requirement that each category of tradesman or installer performing the work be pre -qualified, to the extent of being familiar with the applicable and recognized quality standards for his category of work, and being capable of workmanship complying with those standards. 1.4 PRODUCT DELIVERY -STORAGE -HANDLING Handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration and losses (and resulting delays), thereby ensuring highest quality results as the performance of the work progresses. Control delivery schedules so as to minimize unnecessary long-term storage at the project site prior to installation. 01215-1 01215 General Quality Control FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01215 General Quality.doc SECTION 01215 GENERAL QUALITY CONTROL 1.5 PROJECT PHOTOGRAPH SNI DEOS A. The CONTRACTOR shall make provisions, at his expense, for photographs and video tapes of all work areas just prior to construction, and for unusual conditions during construction. The photographs and videos shall show pertinent physical features along the line of construction. The purpose of the videos is to determine any damage to private or public property during construction. The video must be performed by a professional videographer. B. Pre -Construction Photographs and Video: 1. Contractor shall provide the Owner with photographs and video record and one copy of the existing conditions prior to construction. These photographs and videos shall be a standard DVD format and shall be narrated. 2. The photographs and video shall include, but not be limited to, the following items shown in a clear manner: 1) All existing features within the right-of-way. 2) All existing features within the temporary construction easement. 3) All existing features within permanent easements. 4) All existing features adjacent to any construction. 3. Detail of the photographs and video shall be such that the following examples shall be clear and visible: 1) Cracks in walls. 2) Condition of fencing. 3) Condition of planted areas and types of vegetation. 4) Condition of sodded areas. 5) Conditions of sprinkler systems and associated controls and wiring. 6) Condition of signs. 7) Conditions of lighting and associated wiring. 8) Significant detail of any pre-existing damages physical features shall be shown. The coverage of the photographs and video should include the limits of effects of the use of vibratory rollers. 9) These photographs and video record shall be presented and approved by the Owner prior to the Notice to Proceed. A copy shall be kept in the Contractor's field office. 10)Payment — No additional payment will be made for this work.. + + END OF SECTION + + 01215-2 01215 General Quality Control F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01215 General Quality.doc SECTION 01220 PROGRESS MEETINGS 1.1 SCOPE A. Date and Time: 1. Regular Meetings: As mutually agreed upon by ENGINEER and CONTRACTOR. 2. Other Meetings: On call. B. Place: CONTRACTOR'S office at Project site or other mutually agreed upon location. C. ENGINEER shall prepare agenda, preside at meetings, and prepare and distribute a transcript of proceedings to all parties. D. CONTRACTOR shall provide data required and be prepared to discuss all items on agenda. 1.2 MINIMUM ATTENDANCE A. CONTRACTOR B. SUBCONTRACTOR: When needed for the discussion of a particular agenda item, CONTRACTOR shall require representatives of Subcontractors or suppliers to attend a meeting. C. CONSTRUCTION COORDINATION MANAGER D. OWNER'S representative, if required. E. Utility Representatives F. Others as appropriate. G. Representatives present for each party shall be authorized to act on their behalf. 1.3 AGENDA Agenda will include, but will not necessarily be limited to, the following: 1. Transcript of previous meeting. 2. Progress since last meeting. 3. Planned progress for next period. 4. Problems, conflicts and observations. 5. Change Orders. 6. Status of Shop Drawings. 7. Quality standards and control. 8. Schedules, including off-site fabrication and delivery schedules. Corrective measures, if required. 9. Coordination between parties. 10. Safety concerns. 11. Other business. + + END OF SECTION + + 01220-1 01220 Progress Meetings FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01220 - Progress Meetings.doc SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL REQUIREMENTS A. No partial payments shall be approved by the ENGINEER until there is an approved construction progress schedule on hand. B. Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and payment reports. This representative shall have direct project control and complete authority to act on behalf of the CONTRACTOR in fulfilling the commitments of the CONTRACTOR's schedules. 1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES When the ENGINEER requires the CONTRACTOR to submit revised (updated) progress schedules on a monthly basis the CONTRACTOR shall: A. Indicate the progress of each activity to the date of submission. B. Show changes occurring since the previous submission listing: 1. . Major changes in scope. 2. Activities modified since the previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended and its effect. 3. The effect of changes on schedules of other prime contractors. 1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES On or before the tenth day after the effective date of the Agreement, submit the initial schedules to the ENGINEER. The ENGINEER will review the schedules and return a review copy to the CONTRACTOR within 21 days after receipt. If required by the ENGINEER, resubmit revised schedules on or before the seventh day after receipt of the review copy. If required by the ENGINEER, submit revised monthly progress schedules with that month's application for payment. 01310-1 01310 Construction Schedule FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01310 -Construction Schedule.doc SECTION 01310 CONSTRUCTION SCHEDULES 1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES A. After receiving approval by the ENGINEER, distribute copies of the approved initial schedule and all reviewed revisions (updated) to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. 4. OWNER (two copies). 5. ENGINEER B. In the cover letter, instruct recipients to report promptly to the CONTRACTOR, in writing, any problems anticipated by the projections shown in the schedules. + + END OF SECTION + + 01310-2 01310 Construction Schedule F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\13id DocumentsWlaster Contract DocumentsWlaster Contract Documents\01310 - Construction Schedule.doc SECTION 01340 SUBMITTAL OF SHOP DRAWINGS 1.1 SCOPE A. Submit shop drawings, product data and samples as required by or inferred by the Drawings and Specifications. Submittals shall conform to the requirements of Article 6.17 of the General Conditions, Section 00700, and as described in this Section. 1.2 SHOP DRAWINGS A. Shop drawings are original drawings, prepared by the CONTRACTOR, a subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication, layout, setting, or erection details. Shop drawings are further defined in Article 6.17, Section 00700. B. Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Drawings. 1.3 PRODUCT DATA A. Product data are manufacturer's standard schematic drawings and manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other standard descriptive data. Product data are further defined in Article 6.17, Section 00700. B. Modify standard drawings to delete information which is not applicable to the project and supplement them to provide additional information applicable to the project. C. Clearly mark catalog sheets, brochures, etc., to identify pertinent materials, products, or models. 1.4 SAMPLES Samples are physical examples to illustrate materials, equipment, or workmanship and to establish standards by which work is to be evaluated. Samples are further defined in Article 6.17, Section 00700. 01340 - Submittal of Shop Drawings 01340-1 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01340 - Submittal of Shop Drawings.doc SECTION 01340 SUBMITTAL OF SHOP DRAWINGS 1.5 CONTRACTOR'S RESPONSIBILITIES FOR SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES A. The CONTRACTOR's responsibilities for submittal of shop drawings, product data, and samples are set forth in paragraph 6.17 of the General Conditions and as further explained herein. B. Prior to submission, thoroughly check shop drawings, product data, and samples for completeness and for compliance with the Contract Documents, verify all dimensions and field conditions, and coordinate the shop drawings with the requirements for other related work. Also review each shop drawing before submitting it to the ENGINEER to determine that it is acceptable in terms of the means, methods, techniques, sequences and operations of construction, safety precautions and programs incidental thereto, all of which are the CONTRACTOR's responsibility. 1. It is CONTRACTOR'S responsibility to review submittals made by his suppliers and Subcontractors before transmitting them to ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with its desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract Documents. 2. Incomplete or inadequate submittals will be returned for revision without review. C. The CONTRACTOR's responsibility for errors and omissions in submittals is not relieved by the ENGINEER's review of submittals. The CONTRACTOR shall approve the shop drawings based on his in -the -field measurements, prior to submittal to the ENGINEER for his review. D. Notify the ENGINEER, in writing at the time of submission, of deviations in submittals from the requirements of the Contract Documents. The CONTRACTOR's responsibility for deviations in submittals from the requirements of the Contract Documents is not relieved by the ENGINEER's review of submittals, unless the ENGINEER gives written acceptance of specific deviations. E. Begin no work, which requires submittals until return of submittals with the ENGINEER's stamp and initials or signature indicating the submittal has been reviewed. 01340 - Submittal of Shop Drawings 01340-2 F:\PubIicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01340 - Submittal of Shop Drawings.doc SECTION 01340 SUBMITTAL OF SHOP DRAWINGS 1.6 SUBMITTAL REQUIREMENTS AND ENGINEER'S REVIEW FOR SHOP DRAWINGS, PRODUCT DATA AND SAMPLES A. Submit to: Indian River County Engineering Division 1801 27th Street Vero Beach, FL 32960 B. A letter of transmittal shall accompany each submittal. If data for more than one Section of the Specifications is submitted, a separate transmittal letter shall accompany the data submitted for each Section. C. At the beginning of each letter of transmittal, provide a reference heading indicating the following: 1. OWNER'S Name 2. Project Name 3. Project Number 4. Transmittal Number 5. Section Number D. All submittals shall have a title block with complete identifying information satisfactory to the ENGINEER. The following is a sample Submittal Form that the CONTRACTOR may use: [The remainder of this page has been left blank intentionally] 01340 - Submittal of Shop Drawings 01340-3 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01340 - Submittal of Shop Drawings.doc Contractor: SECTION 01340 SUBMITTAL OF SHOP DRAWINGS CONTRACTOR SUBMITTALS SUBMITTAL NO. Date Sent to County No. Copies Sent to County ❑ Original Submittal ❑ Re -Submittal Project Name: SEBASTIAN CORNERS ROOF REPLACEMENT Project No.: IRC -1765 ❑ Shop Drawing Description: Sub-Contractor:— Remarks: ❑ Cut Sheet Reviewing Agency: (As checked below) Date Received ❑ 1 R C Engineering Div. ❑ I R C Utilities Services Remarks: IRC Engineerinq Division 180127 th Street Vero Beach, FI. 32960 Remarks: Distribution of Copies: IRC Engineering Division Office File Field Office File ❑ Other Date Returned No. Copies Ret'd Date Rec'd from Contractor Date Ret'd to Contractor No. Copies Ret'd 01340 - Submittal of Shop Drawings 01340-4 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01340 - Submittal of Shop Drawings.doc SECTION 01340 SUBMITTAL OF SHOP DRAWINGS E. All submittals shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by the ENGINEER and will be returned to CONTRACTOR. F. Assign a number to each submittal starting with No. 1 and thence numbered consecutively. Identify resubmittals by the original submittal number followed by the suffix "A" for the first resubmittal, the suffix "B" for the second resubmittal, etc. G. Initially submit to ENGINEER a minimum of two (2) copies of all submittals that are on 11 -inch by 17 -inch or smaller sheets (no less than 8 1/2 -inch x 11 -inch). H. After ENGINEER completes his review, Shop Drawings will be marked with one of the following notations: 1. Approved 2. Approved as Noted 3. NOT Approved - Resubmit I. If a submittal is acceptable, it will be marked "Approved" or "Approved as Noted". One (1) electronic copy of the submittal will be returned to CONTRACTOR. J. Upon return of a submittal marked "Approved" or "Approved as Noted", CONTRACTOR may order, ship or fabricate the materials included on the submittal, provided it is in accordance with the corrections indicated. K. If a submittal is unacceptable, one (1) copy will be returned to CONTRACTOR with following notation, "NOT Approved - Resubmit". L. Upon return of a submittal marked "NOT Approved - Resubmit", make the corrections indicated and repeat the initial approval procedure. Upon return of a submittal so marked, repeat the initial approval procedure utilizing acceptable material or equipment. M. Work shall not be performed nor equipment installed with an ENGINEER "Approved" or "Approved as Noted" Shop Drawing. N. Submit Shop Drawings well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved. CONTRACTOR shall assume the risk for all materials or 01340 - Submittal of Shop Drawings 01340-5 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin0d Documents\Master Contract Documents\Master Contract Documents\01340 - Submittal of Shop Drawings.doc SECTION 01340 SUBMITTAL OF SHOP DRAWINGS equipment which is fabricated or delivered prior to the approval of Shop Drawings. Materials or equipment requiring Shop Drawings which have not yet received approval by the ENGINEER shall not be installed on the project. Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner. P. ENGINEER will review and process all submittals promptly, but a reasonable time should be allowed for this, for the Shop Drawings being revised and resubmitted, and for time required to return the approved Shop Drawings to CONTRACTOR. Q. Furnish required submittals with complete information and accuracy in order to achieve required approval of an item within three submittals. All costs to ENGINEER involved with subsequent submittals of Shop Drawings, Samples or other items requiring approval, will be back -charged to CONTRACTOR in accordance with the General Conditions and the Supplementary Conditions. If the CONTRACTOR requests a substitution for a previously approved item, all of ENGINEER'S costs in the reviewing and approval of the substitution will be back -charged to CONTRACTOR unless the need for such substitution is beyond the control of CONTRACTOR. + + END OF SECTION + + 01340 - Submittal of Shop Drawings 01340-6 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01340 Submittal of Shop Drawings.doc SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.1 SCOPE A. Provide all construction equipment and facilities and temporary controls required to satisfactorily complete the work represented on the Drawings and described in the Specifications. 1.2 RESPONSIBILITY A. All construction facilities and temporary controls remain the property of the Contractor establishing them and shall be maintained in a safe and useful condition until removed from the construction site. B. All false work, scaffolding, ladders, hoistways, braces, pumps, roadways, sheeting, forms, barricades, drains, flumes, and the like, any of which may be needed in construction of any part of the work and which are not herein described or specified in detail, must be furnished, maintained and removed by the CONTRACTOR, who is responsible for the safety and efficiency of such work and for any damage that may result from their failure or from their improper construction, maintenance or operation. C. In accepting the Contract, the CONTRACTOR assumes full responsibility for the sufficiency and safety of all hoists, cranes, temporary structures or work and for any damage which may result from their failure or their improper construction, maintenance or operation and will indemnify and save harmless the OWNER and ENGINEER from all claims, suits or actions and damages or costs of every description arising by reason of failure to comply with the above provision. 1.3 TEMPORARY UTILITIES AND SERVICES A. TEMPORARY WATER 1. Provide a temporary water service as required for all construction purposes and pay for all water used. 2. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job. 3. Provide all temporary piping, hoses, etc., required to transport water to the point of usage by all trades. 4. When temporary water service is no longer required, remove all temporary water lines. 01520-1 F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid DocumentsWlaster Contract Documents\Master Contract Documents\01520 - Construction Facilities.doc SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS B. TEMPORARY SANITARY FACILITIES 1. Provide temporary toilet facilities separate from the job office. Maintain these during the entire period of construction under this Contract for the use of all construction personnel on the job. Provide enough chemical toilets to conveniently serve the needs of all personnel. Properly seclude toilet facilities from public observation. 2. Chemical toilets and their maintenance shall meet the requirements of State and local health regulations and ordinances. Immediately correct any facilities or maintenance methods failing to meet these requirements. Upon completion of work, remove the facilities from the premises. 1.4 SECURITY Full time watchmen will not be specifically required as a part of the Contract, but the CONTRACTOR shall provide inspection of work area daily and shall take whatever measures are necessary to protect the safety of the public, workmen, and materials, and provide for the security of the site, both day and night. 1.5 TEMPORARY CONTROLS Take all necessary precautions to control dust and mud associated with the work of this Contract. In dry weather, spray dusty areas daily with water in order to control dust. Take necessary steps to prevent the tracking of mud onto adjacent streets and highways. 1.6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES Remove the various temporary facilities, services, and controls and legally dispose of them as soon as the work is complete. The areas of the site used for temporary facilities shall be properly reconditioned and restored to a condition acceptable to the OWNER. + + END OF SECTION + + 01520-2 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01520 - Construction Facilities.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1.1 GENERAL A. CONTRACTOR shall be responsible for taking all precautions, providing all programs, and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Conditions and herein. B. In order to prevent damage, injury or loss, CONTRACTOR'S actions shall include, but not be limited to, the following: 1. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other Contractor or utility service company. 2. Provide suitable storage facilities for all materials, which are subject to injury by exposure to weather, theft, breakage, or otherwise. 3. Place upon the Work or any part thereof, only such loads as are consistent with the safety of that portion of the Work. 4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused by construction operations, so that at all times, the site of the Work presents a safe, orderly, and workmanlike appearance. 5. Provide barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways and other hazardous areas. C. Except after written consent from proper parties, do not enter or occupy privately -owned land with men, tools, materials or equipment, except on easements provided herein. D. Assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect or misconduct in the execution of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its expense, to a condition equal to or better than that existing before the damage was done. 1.2 BARRICADES AND WARNING SIGNALS CONTRACTOR's responsibility for the maintenance of barricades, signs, lights, and for providing watchmen shall continue until OWNER accepts the Project. 01541-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\13id Documents\Master Contract Documents\IVlaster Contract Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1.3 TREE AND PLANT PROTECTION A. Protect existing trees, shrubs and plants on or adjacent to the site that are shown or designated to remain in place against unnecessary cutting, breaking or skinning of trunk, branches, bark or roots. B. Do not store or park materials or equipment within the drip line of trees that are to remain. C. Install temporary fences or barricades to protect trees and plants in areas subject to traffic. D. Fires shall not be permitted under or adjacent to trees and plants. E. Within the limits of the Work, water trees and plants that are to remain, in order to maintain their health during construction operations. F. Cover all exposed roots with burlap and keep it continuously wet. Cover all exposed roots with earth as soon as possible. Protect root systems from mechanical damage and damage by erosion, flooding, run-off or noxious materials in solution. G. If branches or trunks are damaged, prune branches immediately and protect the cut or damaged areas with emulsified asphalt compounded specifically for horticultural use. H. Remove all damaged trees and plants that die or suffer permanent injury and replace them with a specimen of equal or better quality. I. Coordinate Work in this Section with requirements of other sections herein. 1_4 PROTECTION OF IRRIGATION The CONTRACTOR shall be responsible for maintaining in good condition all irrigation systems within the easements, which could be damaged by construction activities. The CONTRACTOR shall repair any irrigation systems damaged by construction activities within two (2) days. Irrigation systems partially within the right-of-way of 58th Avenue and all intersecting side streets within project limits may be cut off and capped or connected to same system to maintain functionality. The CONTRACTOR shall be responsible for maintaining the functionality of the remaining portion of the system if it should fall outside of the right-of-way. 01541-2 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin0d Documents\Master Contract Documents\Master Contract Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1.5 PROTECTION OF EXISTING STRUCTURES A. Underground Structures: 1. Underground structures are defined to include, but not be limited to, all sewer, water, gas, and other piping, and manholes, chambers, electrical conduits, tunnels and other existing subsurface work located within or adjacent to the limits of the Work. 2. All underground structures known to ENGINEER except service connections for water, sewer, electric, and telephone are shown. This information is shown for the assistance of CONTRACTOR in accordance with the best information available, buts s not guaranteed to be correct or complete. The existing utilities shown on the Contract Drawings are located according to the information available to the ENGINEER at the time the Drawings were prepared and have not been independently verified by the OWNER orthe ENGINEER. Guarantee is not made that all existing underground utilities are shown or that the locations of those shown are accurate. The locations shown are for bidding purposes only. Finding the actual location of any existing utilities is the CONTRACTOR's responsibility and shall be done before it commences any work in the vicinity. Furthermore, the CONTRACTOR shall be fully responsible for any and all damages, which might be occasioned by the CONTRACTOR's failure to exactly locate and preserve any and all underground utilities. The OWNER or ENGINEER will assume no liability for any damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing utilities or structures, nor for temporary bracing and shoring of same. If it is necessary to shore, brace, or swing a utility, contact the utility company or department affected and obtain their permission regarding the method to use for such work. 3. Contact the various utility companies which may have buried or aerial utilities within or near the construction area before commencing work. Provide 48 hours minimum notice to all utility companies prior to beginning construction. 4. Schedule and execute all work involving existing utilities in order to minimize necessary interruption of services. Whenever such interruption is necessary for completion of the work, notify the ENGINEER and the appropriate utility at least 48 hours in advance. Perform all work to repair/restore utility service to the satisfaction of the appropriate utility. Include all costs related to service maintenance, interruption, and restoration in the appropriate line item in the Contract. 5. Where it is necessary to temporarily interrupt house or business services, the CONTRACTOR shall notify the owner or occupant, both before the interruption (24-hour minimum), and again immediately before service is resumed. Before disconnecting and pipes or cables, the CONTRACTOR shall obtain permission from their owner, or shall make suitable arrangement for their disconnection by their owner. 01541-3 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin0id Documents\Master Contract Documents\Master Contract DocumentsM 541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 6. Explore ahead of trenching and excavation work and uncover all obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption of the services which such structures provide. If CONTRACTOR damages an underground structure, restore it to original condition at CONTRACTOR's expense. 7. Necessary changes in the location of the Work may be made by ENGINEER, to avoid unanticipated underground structures. 8. If permanent relocation of an underground structure or other subsurface facility is required and is not otherwise provided for in the Contract Documents, ENGINEER will direct CONTRACTOR in writing to perform the Work, which shall be paid for under the provisions of Article 11 of the General Conditions. B. Surface Structures: 1. Surface structures are defined as structures or facilities above the ground surface. Included with such structures are their foundations and any extension below the surface. Surface structures include, but are not limited to, buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks and all other facilities that are visible above the ground surface. C. Protection of Underground and Surface Structures: 1. Sustain in their places and protect from direct or indirect injury, all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully, and as required by the party owning or controlling such structure. Before proceeding with the work of sustaining and supporting such structure, satisfy the ENGINEER that the methods and procedures to be used have been approved by the party owning same. 2. Assume all risks attending the presence or proximity of all underground and surface structures within or adjacent to the limits of the Work. CONTRACTOR shall be responsible for all damage and expense for direct or indirect injury caused by its Work to any structure. CONTRACTOR shall repair immediately all damage caused by his work, to the satisfaction of the OWNER of the dam- aged structure. D. All other existing surface facilities, including but not limited to, guard rails, posts, guard cables, signs, poles, markers, and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at CONTRACTOR'S expense. 01541-4 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\13id Documents\Master Contract Documents\Master Contract Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1.6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES A. The CONTRACTOR shall be responsible for and make good all damage to pavement beyond the limits of this Contract, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may be encountered, whether or not shown on the Drawings. B. Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed, however, and it shall be this CONTRACTOR's responsibility to determine the location, character and depth of any existing utilities. He shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. 1.7 ADJUSTMENTS OF UTILITY CASTINGS, COVERS AND BOXES A. All existing utility castings, including valve boxes, junction boxes, manholes, pull boxes, inlets and similar structures in the areas of construction that are to remain in service shall be adjusted by the CONTRACTOR to bring them flush with the surface of the finished work. B. The CONTRACTOR shall coordinate the utilities to ensure proper construction sequencing. CONTRACTOR shall make available survey reference markers to the various utility companies. + + END OF SECTION + + 01541-5 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01541 - Protection of PropertyAoc SECTION 01550 ACCESS ROADS, PARKING AREAS AND USE OF PUBLIC STREETS 1.1 GENERAL A. Provide all temporary construction roads, walks and parking areas required during construction and for use of emergency vehicles. Design and maintain temporary roads and parking areas so they are fully usable in all weather conditions. B. Prevent interference with traffic and the OWNER's operations on existing roads. Indemnify and save harmless the OWNER from any expenses caused by CONTRACTOR's operations over these roads. C. Roadways damaged by CONTRACTOR shall be restored to their original condition by the CONTRACTOR subject to approval of the OWNER or ENGINEER. D. Remove temporary roads, walks and parking areas prior to final acceptance and return the ground to its original condition, unless otherwise required by the Contract Documents. 1.2 USE OF PUBLIC STREETS The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the CONTRACTOR and the streets cleaned to the satisfaction of the Owner. 1.3 USE OF PUBLIC STREETS FOR HAUL ROADS A. Prior to construction, the CONTRACTOR shall designate all proposed haul roads to be used during the life of the project. Any earth or other materials spilled from trucks shall be removed by the CONTRACTOR and streets cleaned to the satisfaction of the Owner. He further shall be responsible for repairs to any damages caused by his operations, prior to final payment. B. All trucks carrying earth shall be covered while moving with an appropriate tarpaulin. Should trucks hauling earth fail to cover their loads, the CONTRACTOR will be given two (2) written warnings, after which the CONTRACTOR shall pay a fine of $50 per uncovered truck to the Owner when invoked by the Owner to Owner's Engineer. All cleanup shall be the responsibility of the CONTRACTOR. C. All trucks/moving equipment shall have backup warning horns in proper working order while on the job site. + + END OF SECTION + + 01550 Access Roads 0.1550-1 F:\Public Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid DocumentsWlaster Contract Documents\Master Contract Documents\01550 - Access Roads.doc SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT 1.1 GENERAL A. Make all arrangements for transportation, delivery and handling of equipment and materials required for prosecution and completion of the Work. B. Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to the site only during regular working hours. Shipments shall be addressed and consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to OWNER except where otherwise directed. C. If necessary to move stored materials and equipment during construction, CONTRACTOR shall move or cause to be moved materials and equipment without any additional compensation. 1.2 DELIVERY A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation. B. Coordinate deliveries to avoid conflict with Work and conditions at site and to accommodate the following: 1. Work of other contractors, or OWNER. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. OWNER'S use of premises. C. Do not have products delivered to project site until related Shop Drawings have been approved by the ENGINEER. D. Do not have products delivered to site until required storage facilities have been provided. E. Have products delivered to site in manufacturer's original, unopened, labeled containers. Keep ENGINEER informed of delivery of all equipment to be incorporated in the Work. F. Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts, and to facilitate assembly. 01610-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract DocumentsWlaster Contract Documents\01610 -Transportation and Handling of Materials and Equipment.doc SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT G. Immediately on delivery, Contractor shall inspect shipment to assure: 1. Product complies with requirements of Contract Documents and reviewed submittals. 2. Quantities are correct. 3. Containers and packages are intact, labels are legible. 4. Products are properly protected and undamaged. 1.3 PRODUCT HANDLING A. Provide equipment and personnel necessary to handle products, including those provided by OWNER, by methods to prevent soiling or damage to products or packaging. B. Provide additional protection during handling as necessary to prevent scraping, marring or otherwise damaging products or surrounding surfaces. C. Handle products by methods to prevent bending or overstressing. D. Lift heavy components only at designated lifting points. E. Materials and equipment shall at all times be handled in a safe manner and as recommended by manufacturer or supplier so that no damage will occur to them. Do not drop, roll or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. + + END OF SECTION + + 01610-2 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01610 - Transportation and Handling of Materials and. Equipment.doc SECTION 01611 STORAGE OF MATERIAL AND EQUIPMENT 1.1 GENERAL A. Store and protect materials and equipment in accordance with manufacturer's recommendations and requirements of Specifications. B. Make all arrangements and provisions necessary for the storage of materials and equipment. Place all excavated materials, construction equipment, and materials and equipment to be incorporated into the Work, so as not to injure any part of the Work or existing facilities, and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. Arrange storage in a manner to provide easy access for inspection. C. Areas available on the construction site for storage of material and equipment shall be as shown or approved by the ENGINEER. D. Store materials and equipment which are to become the property of the OWNER to facilitate their inspection and insure preservation of the quality and fitness of the Work, including proper protection against damage by extreme temperatures and moisture. E. Do not use lawns, grass plots or other private property for storage purposes without written permission of the OWNER or other person in possession or control of such premises. F. CONTRACTOR shall be fully responsible for loss or damage to stored materials and equipment. G. Do not open manufacturers containers until time of installation unless recommended by the manufacturer or otherwise specified. H. When appropriate store materials on wood blocking so there is no contact with the ground. + + END OF SECTION + + 01611-1 01611—Storage of Material FAPublic WorkMENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01611 - Storage of Materials.doc SECTION 01630 SUBSTITUTIONS 1.1 GENERAL A. Requests for review of a substitution shall conform to the requirements of Article 6.05, "Substitutes and Or -Equals," of the General Conditions, and shall contain complete data substantiating compliance of the proposed substitution with the Contract Documents. 1.2 CONTRACTOR'S OPTIONS A. For materials or equipment (hereinafter products) specified only by reference standard, select product meeting that standard by any manufacturer, fabricator, supplier or distributor (hereinafter manufacturer). To the maximum extent possible, provide products of the same generic kind from a single source. B. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named which complies with Specifications. C. For products. specified by naming one or more products or manufacturers and stating "or equivalent," submit a request for a substitution for any product or manufacturer which is not specifically named. D. For products specified by naming only one product or manufacturer and followed by words indicating that no substitution is permitted, there is no option and no sub- stitution will be allowed. E. Where more than one choice is available as a CONTRACTOR's option, select product which is compatible with other products already selected or specified. 1.3 SUBSTITUTIONS A. During a period of 15 days after date of commencement of Contract Time, ENGINEER will consider written requests from CONTRACTOR for substitution of products or manufacturers, and construction methods (if specified). 1. After end of specified period, requests will be considered only in case of unavailability of product or other conditions beyond control of CONTRACTOR. B. Submit 5 copies of Request for Substitution. Submit a separate request for each substitution. In addition to requirements set forth in Article 6.05 of General Condi- tions, include in the request the following: 1. For products or manufacturers: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature with product description, performance and test data, and reference standards. 01630-1 . 01630 Substitutions FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacemenf\1-Admin\Bid Documentswaster Contract DocumentsWaster Contract Documents\01630 - Substitutions.doc SECTION 01630 SUBSTITUTIONS c. Samples, if appropriate. d. Name and address of similar projects on which product was used, and date of installation. 2. For construction methods (if specified): a. Detailed description of proposed method. b. Drawings illustrating method. 3. Such other data as the ENGINEER may require to establish that the proposed substitution is equal to the product, manufacturer or method specified. C. In making Request for Substitution, CONTRACTOR represents that: 1. CONTRACTOR has investigated proposed substitution, and determined that it is equal to or superior in all respects to the product, manufacturer or method specified. 2. CONTRACTOR will provide the same or better guarantees or warranties for proposed substitution as for product, manufacturer, or method specified. 3. CONTRACTOR waives all claims for additional costs or extension of time related to a proposed substitution that subsequently may become apparent. D. A proposed substitution will not be accepted if: 1. Acceptance will require changes in the design concept or a substantial revision of the Contract Documents. 2. It will delay completion of the Work, or the work of other contractors. 3. It is indicated or implied on a Shop Drawing and is not accompanied by a formal Request for Substitution from CONTRACTOR. E. If the ENGINEER determines that a proposed substitute is not equal to that specified, furnish the product, manufacturer, or method specified at no additional cost to OWNER. F. Approval of a substitution will not relieve CONTRACTOR from the requirement for submission of Shop Drawings as set forth in the Contract Documents. G. The procedure for review by Engineer will include the following: 1. Requests for review of substitute items of material and equipment will not be accepted by Engineer from anyone other than CONTRACTOR. 2. Upon receipt of an application for review of a substitution, Engineer will determine whether the review will be more extensive than a normal shop drawing review for the specified item. 3. If the substitution will not require a more extensive review, Engineer will proceed with the review without additional cost to CONTRACTOR. 01630-2 01630 Substitutions FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01630 - Substitutions.doc SECTION 01630 SUBSTITUTIONS 4. If the substitution requires a more extensive review, Engineer will proceed with the review only after CONTRACTOR has agreed to reimburse Owner for the review cost. 5. Engineer may require CONTRACTOR to furnish at CONTRACTOR's expense additional data about the proposed substitute. H. Any redesign of structural members shall be performed by, and the plans signed and sealed by, a Professional Engineer registered in the State of Florida. The redesign shall be at the CONTRACTOR's expense. Any redesign will require an extensive review by the Engineer. The CONTRACTOR must agree to reimburse the Owner for the review cost prior to the Owner's Engineer proceeding with the design review. The ENGINEER's estimated cost of review shall be provided to the CONTRACTOR prior to proceeding with the review to allow the CONTRACTOR the opportunity to rescind the request. I. Engineer will be allowed a reasonable time within which to evaluate each proposed substitution. Engineer will be the sole judge of acceptability and shall have the right to deny use of any proposed substitution. The CONTRACTOR shall not order, install, or utilize any substitution without either an executed Change Order or Engineer's notation on the reviewed shop drawing. Owner may require CONTRACTOR to furnish at CONTRACTOR's expense a special manufacturer's performance guarantee(s) or other surety with respect to any substitute and an indemnification by the CONTRACTOR. ENGINEER will record time required by Engineer and Engineer's consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the Contract Documents occasioned thereby. Whether or not a proposed substitute is sued, CONTRACTOR shall reimburse Owner for the charges of Engineer and Engineer's consultants for evaluating each proposed substitute. J. Substitute materials or equipment may be proposed for acceptance in accordance with this Section. In the event that substitute materials or equipment are used and are less costly than the originally specified material or equipment, than the net difference in cost shall benefit the Owner and CONTRACTOR in equal proportions. This cost difference shall not be reduced by any failure of the CONTRACTOR to base his bid on the named materials or equipment. + + END OF SECTION + + 01630-3 01630 Substitutions FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01630 - Substitutions.doc SECTION 01710 SITE CLEANUP AND RESTORATION 1.1 SCOPE Furnish all labor, equipment, appliances, and materials required or necessary to clean up and restore the site after the construction is completed. 1.2 REQUIREMENTS A. During the progress of the project, keep the work and the adjacent areas affected thereby in a neat and orderly condition. Remove all rubbish, surplus materials, and unused construction equipment. Repair all damage so that the public and property owners will be inconvenienced as little as possible. B. Provide onsite containers for the collection of waste materials, debris, and rubbish and empty such containers in a legal mannerwhen they become full. C. Where material or debris has been deposited in watercourses, ditches, gutters, drains, or catch -basins as a result of the CONTRACTOR's operations, such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work, and the ditches, channels, drains, etc., shall be kept clean and open at all times. D. Before the completion of the project, unless otherwise especially directed or permitted in writing: 1. Tear down and remove all temporary buildings and structures; 2. Remove all temporary works, tools, and machinery, or other construction equipment furnished; 3. Remove all rubbish from any grounds occupied; and 4. Leave the roads, all parts of the premises, and adjacent property affected by construction operations, in a neat and satisfactory condition. E. Restore or replace any public or private property damaged by construction work, equipment, or employees, to a condition at least equal to that existing immediately prior to the beginning of the operations. To this end, the CONTRACTOR shall restore all highway, roadside, and landscaping work within any right-of-way, platted or prescriptive. Acceptable materials, equipment, and methods shall be used for such restoration. F. Thoroughly clean all materials and equipment installed .and on completion of the work, deliver the facilities undamaged and in fresh and new -appearing condition. 01710 Site Cleanup 01710-1 I"Tublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\ I -Admin\B id DocumentsWaster Contract Documents\Master Contract Documents\01710 Site Cleanup.doc SECTION 01710 SITE CLEANUP AND RESTORATION G. It is the intent of the Specifications to place the responsibility on the CONTRACTOR to restore to their original condition all items disturbed, destroyed, or damaged during construction. Particular attention will be placed on restoration of canals to equal or better condition than prior to construction. H. When finished surfaces require cleaning with cleaning materials, use only those cleaning materials which will not create hazards to health or property and which will not damage the surfaces. Use cleaning materials only on those surfaces recommended by the manufacturer. Follow the manufacturer's directions and recommendations at all times. Keep the amount of dust produced during construction activities to a minimum. At CONTRACTOR's expense, spray water or other dust control agents over the areas, which are producing the dust. Schedule construction operations so that dust and other contaminants will not fall on wet or newly coated surfaces. 1.3 SITE CLEANUP AND RESTORATION Prior to final completion, the OWNER, ENGINEER and CONTRACTOR shall review the site with regards to site cleanup and restoration. Clean and/or restore all items determined to be unsatisfactory by the OWNER or ENGINEER, at no additional expense. + + END OF SECTION + + 01710 Site Cleanup .01710-2 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\I-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01710 -Site Cleanup.doc SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures 2. Warranties 3. Final cleaning B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Advise Owner of changeover in heat and other utilities. 4. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 5. Complete final cleaning requirements, including touchup painting. 6. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. 01770 Closeout Procedures 01770-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01770- Closeout Procedures.doc SECTION 01770 CLOSEOUT PROCEDURES B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest -control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training videotapes. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 01770 Closeout Procedures 01770-2. FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01770- Closeout Procedures.doc SECTION 01770 CLOSEOUT PROCEDURES 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: a. Project name b. Date C. Name of Architect d. Name of Contractor e. Page number 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3 -ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -1/2 -by -11 -inch (215 -by -280 -mm) paper. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning .01770 Closeout Procedures 01770-3 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Corners Roof Rep_ lacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01770- Closeout Procedures.doc SECTION 01770 CLOSEOUT PROCEDURES agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even - textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. g. Sweep concrete floors broom clean in unoccupied spaces. h. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. i. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. 01770 Closeout Procedures 01770-4 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01770- Closeout Procedures.doc SECTION 01770 CLOSEOUT PROCEDURES k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. I. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. m. Replace parts subject to unusual operating conditions. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. p. Clean ducts, blowers, and coils if units were operated without filters during construction. q. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. r. Leave Project clean and ready for occupancy. C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid Project of rodents, insects, and other pests. Prepare a report. D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 Closeout Procedures 01770-5 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\01770- Closeout Procedures.doc SECTION 01820 Post Final Inspection 1_1 GENERAL A. Approximately one year after Final Completion, the OWNER will make arrangements with the Construction Coordination Manager and the CONTRACTOR for a post final inspection and will send a written notice to said parties to inform them of the date and time of the inspection. B. Corrections of defective work noted by OWNER and Construction Coordination Manager shall comply with the applicable sections of Article 13, General Conditions. C. After the inspection, the OWNER will inform the CONTRACTOR of any corrections required to release the performance and payment bonds. 001820 - Post Final Inspection rev 05-13 001820-1 FAPublic Works\ENGINEERING DIVISION PROJECTS\1765 Sebastian Comers Roof Replacement\1-Admin\Bid Documents\Master Contract Documents\Master Contract Documents\001820 - Post Final Inspection rev 05-13.doc PROJECT MANUAL FOR Sebastian Corners Roof Replacement May 29, 2018 IRC PROJECT NUMBER 1765 REI PROJECT NUMBER 018TPA-003 FLORIDA ENGINEERS LICENSE #26860 Engineering solutions for tomorrow - 10150 Highland Manor Drive, Suite 200 reiengineers.com Tampa, FL 33610 813.944.2137 PROFESSIONAL ENGINEER Sebastian Corners Roof Replacement SECTION 00 0107 SEALS PAGE END OF SECTION 00 0107 00 01 07-1 Seals Page Mark Renninger P G . N 1 g . F �% ��P'•• �.9• This item has been electronically signed by Mark Renninger, PE on No 79869 �. this date using a Digital * Signature. Printed copies of this * document are not considered O STATE OF �usigned a�nd-sealed and the ;°4 R `.p P,: ��.` signature must be verified on any 08 • •' C1�.` '04,� N A � electronic copy. 2018.06.01 11:31:12 -04'00' END OF SECTION 00 0107 00 01 07-1 Seals Page END OF SECTION 00 0110 SebastianCorners Roof Replacement 0001 10-1 Table of Contents SECTION 00 0110 TABLE OF CONTENTS DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS Introductory Information 00 01 01 Title Page 00 01 07 Seals Page 0001 10 Table of Contents 0001 15 List of Drawings Project Forms 00 60 00 Project Forms 00 62 33 Roofing Manufacturer's Acknowledgement 00 63 25 Substitution Request Form 00 65 36 Contractor's Five -Year Warranty 00 65 37 Asbestos Free Warranty DIVISION O1 GENERAL REQUIREMENTS O1 1100 Summary of Work O1 1400 Work Restrictions O1 2500 Product Substitutions 013100 Project Management and Coordination 013300 Submittal Procedures 014000 Quality Requirements 01 42 00 References 015000 Temporary Facilities and Controls 01 7329 Cutting and Patching 017400 Cleaning and Waste Management 01 77 00 Closeout Procedures DIVISION 05 METALS 05 31 23 Steel Roof Deck Repair and Securement DIVISION 06 WOOD, PLASTICS AND COMPOSITES - 06 10 00 Rough Carpentry DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 01 50 Preparation for Reroofing 07 22 16 Roof Insulation 07 42 13 Metal Wall Panels 07 54 00 Thermoplastic Single Ply Roofing 07 62 00 Sheet Metal Flashing and Trim 07 72 00 Roof Accessories CONTRACT DRAWINGS END OF SECTION 00 0110 SebastianCorners Roof Replacement 0001 10-1 Table of Contents SECTION 00 0115 LIST OF DRAWINGS PART GENERAL The following drawings and details are included as part of the Contract Documents: Drawing Description Date R1 Roof Plan 05-29-2018 R2 Wind Loads 05-29-2018 D1 Roof Details 05-29-2018 D2 Screen Wall Details 05-29-2018 Sebastian Corners Roof Replacement END OF SECTION 00 0115 0001 15-1 List of Drawings SECTION 00 60 00 PROJECT FORMS PART GENERAL 1.01 GENERAL A. The following documents are included in the Project Manual: 1. Roof Manufacturer's Acknowledgement - Section 00 62 33 2. Substitution Request Form - Section 00 63 25 3. Contractors Five -Year Warranty - Section 00 65 36 4. Asbestos Free Warranty - Section 00 65 37 PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 00 60 00 Sebastian Corners Roof Replacement 006000-1 Project Forms SECTION 00 62 33 ROOF MANUFACTURER'S ACKNOWLEDGMENT Owner: Indian River County Project Name: Sebastian Corners Roof Replacement Project Address: 1919 Highway 1, Sebastian, Florida 32958 Roofing Contractor: Address: Telephone: Facsimile: This is to advise the Owner that having thoroughly reviewed the Specifications and Drawings contained within the Project Manual dated May 29, 2018 for the above -titled project, we acknowledge that the roof system(s) and flashing system(s) specified are suitable for use on this project. Having reviewed the project requirements in detail, the Manufacturer will provide a written response to the Engineer seven days prior to the bid date, if conflicts between the Manufacturer's requirements occur with the above listed documents. 1. The manufacturer certifies that the installer is approved, authorized, or licensed by manufacturer to install specified roof system and is eligible to receive the specified manufacturer's warranty. 2. The manufacturer will comply with the specified requirements for on-site technical support. (Print or type name of Liaison) Telephone Roof Manufacturer's Company Name 1%.vvl lv1[Illulal+lulcl 11cP1GJc11L0.uve S 31g'11aLU11: lwul 1v1allulautulel 1<ep1eSGI1CaLlve S INU111e 1cuu1 Ivianulaclurer s Auaress I elepnone is hereby designated as our Liaison on this project. Facsimile "alc lluc Facsimile END OF SECTION 00 62 33 Sebastian Corners Roof Replacement 00 62 33-1 Roof Manufacturer's Acknowledgement SECTION 00 63 25 SUBSTITUTION REQUEST FORM Project Date: Product and / or Fabrication Method: Specification Section: Related Drawings: Criteria or Specified Product Product Data Fabrication Drawings Samples Where Applicable List of changes or Modifications Needed to Work as Noted in Spec Criteria or Specified Product Product Data Fabrication Drawings Samples Where Applicable List of changes or Modifications Needed to Work as Noted in Spec Bid Opening Date: Included Included The substitution proposed is equal -to or better in every respect to that required by the Contract Documents, and it will perform equal or superior to product specified in the application indicated. The Contractor waives right to additional payment or time, that may subsequently become necessary because of the failure of the substitution to perform adequately. Signed: Sebastian Corners Roof Replacement END OF SECTION 00 63 25 00 63 25-1 Substitution Request Form SECTION 00 65 36 CONTRACTOR'S FIVE-YEAR WARRANTY Know all men by these presents, that we, (Contractor) , having installed roofing system, flashings and sheet metal on the Sebastian Corners Roof Replacement Project under contract between Indian River County (Owner) and Contractor, warrant to the Owner with respect to said work that for a period of five (5) years from date of final completion, the work shall be absolutely watertight and free from any and all leaks, provided however the following are excluded from this Warranty: a. Defects or failures resulting from abuse by the Owner. b. Defect in design involving failure of (1) structural frame, (2) load bearing walls, and (3) foundations. C. Damages caused by fire, tornado, hail, hurricane, acts of God, wars, vandalism, riots or civil commotion. We, Contractor, agree that should any leaks occur in the work we will perform emergency repairs within 24 hours notice and perform permanent repairs within a reasonable time in a manner to restore the work to a watertight condition by methods compatible to the system and acceptable under industry standards and general practice, all at no expense to the Owner. We, Contractor, further agree that for a period of five (5) years from date of final completion referred to above, we will make repairs at no expense to the Owner to any defects which may develop in the work including but not limited to blisters, wrinkles, fish -mouths, ridges, splits and loose flashing in a manner compatible to the system and acceptable under industry standards and general practice as established by the Engineer. Contractor shall attend two post construction field inspections: the first no earlier than twenty -three (23) months and no later than twenty-four (24) months after the date of final Completion and the second no earlier than fifty-nine (59) months and no later than sixty (60) months after the date of Final Completion. Contractor shall complete any corrective action requested by Owner, Engineer, or Manufacturer at no additional cost to the Owner. Signature: State County Title: I, , a Notary Public for County, State, do hereby certify that personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal, this Notary Public commission day of 120 (OFFICIAL SEAL) 20 END OF SECTION 00 65 36 Sebastian Corners Roof Replacement 00 65 36-1 Contractor's Five -Year Warranty SECTION 00 65 37 ASBESTOS FREE WARRANTY Owner: Indian River County Project Name: Sebastian Corners Roof Replacement Project Address: 1919 Highway 1, Sebastian, Florida 32958 Project Manual Date: May 29, 2018 Date of Substantial Completion: Know all men by these present that we, (Contractor, Subcontractor, Material Supplier or Equipment Manufacturer) having furnished labor, materials, equipment and/or supplies; removed existing roof system; installed new roof system and/or miscellaneous roof system components; from, to and/or on the above referenced Project under contract between the Owner and Contractor, warrant to Owner with respect to said work that no materials containing asbestos fibers were incorporated into the work, and that, to our knowledge and belief, no materials containing asbestos remain in or are covered by the work. Exceptions: If there are no exceptions, state "No Exceptions" here. Signature: Title: State County a Notary Public for County, State, do hereby certify that personally appeared before me this day and acknowledged the due'execution of the foregoing instrument. Witness my hand and official seal, this day of , 20 (OFFICIAL SEAL) Notary Public My commission expires , 20 END OF SECTION 00 65 37 SECTION 011100 SUMMARY OF WORK PART GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Project Name: Sebastian Corners Roof Replacement B. Project Address: 1919 Highway 1, Sebastian, Florida 32958 C. Owner: Indian River County D. Engineer: The Contract Documents, dated May 29, 2018, were prepared by REI Engineers. E. This work includes the provision of all labor, material, equipment, supervision and administration to integrate the work outlined in this project manual into the total building system such that no moisture leakage into the system occurs. In general, the scope of work in the Base Bid will include: 1. Roof Replacement — Sectors A & B (Approximately 17,860 square feet): Remove and dispose of the existing roof system including flashings and sheet metal down to the existing structural deck; resecure the structural deck to structural framing members; resecure the existing edge nailers to remain in place; loose lay insulation; mechanically attach gypsum overlayment; mechanically attach thermoplastic single ply membrane along with flashings and accessories and provide sheet metal flashings and trim to provide a complete, watertight, 20 - year warrantable roof assembly. 2. Screen Wall — Sector A (Approximately 223 linear feet): Provide new screen wall with gate door along with flashings and accessories and provide sheet metal flashings and trim to provide a 20 -year warrantable wall panel assembly. F. The contractor is responsible for all electrical, plumbing, mechanical, and other related trade work necessary to facilitate project operations. Contractor is responsible for re- locating any and all conduit, HVAC equipment, curbs, and/or plumbing necessary to comply with the requirements of these documents. All work shall conform to the requirements of the current Building Code approved in the State of the project location. G. General requirements and specific recommendations of the material manufacturers are included as part of these specifications. The manufacturers' specifications are the minimum standards required for the completed systems. Specific items listed herein may improve the standards required by the manufacturers and will take precedence where their compliance will not affect the manufacturers' guarantee or warranty provisions. 1.02 A. 1.03 A. CONTRACT Project will be constructed under a single prime general construction contract. SITE INVESTIGATION The Contractor acknowledges that he has satisfied himself as to the nature and location of Sebastian Corners Roof Replacement 01 1100-1, Summary of Work the Work, the general and local conditions, particularly those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads and uncertainties of weather, ground water table or similar physical conditions at the site, the conformation and condition of the ground, the character, quality and quantity of surface and 'subsurface materials to be encountered, the character of equipment and facilities needed prior to and during the prosecution of the Work and all other matters which can in any way affect the Work or the cost thereof under this Contract. Any failure by the Contractor to acquaint himself with all the available information concerning these conditions will not relieve him from responsibility for estimating properly the difficulty or cost of successfully performing the Work. Field measurements shall be taken at the site by the Contractor to verify all data and conditions affected by the Work. 1.04 WORK UNDER OTHER CONTRACTS A. Separate Contract: Owner may award a separate contract for performance of certain construction operations at Project site. B. Contractor shall cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract. 1.05 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 49 -division format and CSI/CSC's "Masterformat" numbering system. 1. Section Identification: The Specifications use section numbers and titles to cross-reference Contract Documents. Sections in the Project Manual are in numeric sequence.; however, the sequence is incomplete. Consult the Table of Contents at the beginning of the Project Manual. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. PART 2 1PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 01 11 00 Sebastian Corners Roof Replacement 01 1100-2 Summary of Work SECTION 0114 00 WORK RESTRICTIONS GENERAL 1.01 SECTION INCLUDES A. Administrative and procedural requirements for work sequence, work restrictions, occupancy requirements and use of premises. 1.02 WORK SEQUENCE A. The Work shall be conducted in the following sequences unless construction phases are otherwise specified. 1. Construct Work in phases to accommodate the Owner's use; if applicable, of the - premises during the construction period; coordinate the construction schedule and operations with the Owner and Engineer. 2. Construct the Work in phases to provide for public convenience. Do not close off public use of facility until completion of one phase of construction will provide alternative usage. 3. Construction shall be scheduled in such a manner that once work has commenced on one facility, the Contractor's work force shall remain at that facility continuously each work day through final completion at that facility. 1.03 OCCUPANCY REQUIREMENTS A. Owner Occupancy 1. Owner will occupy the premises during the entire period of construction to conduct normal operations. Cooperate with Owner in all construction operations to minimize conflict, and to facilitate Owner usage. 2. Contractor shall at all times conduct his operations as to ensure the least inconvenience and the greatest amount of safety and security for the Owner, his staff, and the general public. 3. Control noise from operations so that building occupants are not affected. 4. Control odors from air intakes so that building occupants are not affected. 1.04 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to areas of work being renovated as approved by Engineer and Owner. 2. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 3. Move any stored materials and equipment that interfere with operations of the Owner. Sebastian Corners Roof Replacement 01.14 00-1 Work Restrictions B. Use of Existing Building 1. Maintain existing building in a weathertight condition throughout construction period. 2. Take every precaution against injuries to persons or damage to property. 3. Protect building, its contents, and its occupants during construction period. 4. The Contractor shall not overload or permit any part of the structure to be loaded with such weights as will endanger its safety or to cause excessive deflection. Materials placed on the roof prior to installation shall be equally distributed over the roof area. 5. Protect any existing surface improvements, such as pavements, curbs, sidewalks, lawn and landscaped areas, utilities, etc. 6. Repair to the Owner and Engineer's satisfaction, or to restore to a condition equal to that existing at the time of award of Contract, or to make restitution acceptable to the Owner, any and all damages to the building, its contents, or surface improvements resulting from, or attributable to, the work operation. C. Transportation Facilities 1. Truck and equipment access: a. Avoid traffic conflict with vehicles of the Owner's employees and customers, and avoid over -loading of street and driveways elsewhere on the Owner's property, limit the access of trucks and equipment to the designated areas. b. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach the job site. 2. Contractor's vehicles: a. Require contractor's vehicles, vehicles belonging to employees of the contractor, and all other vehicles entering the Owner's property in performance of the work the contract, to use only the designated access route. b. Do not permit such vehicles to park on any street or other area of the Owner's property except in the designated area. 1.05 OWNER POLICIES A. Conduct Policy 1. The conduct of all contractor employees during any project shall be exemplary; at no time shall profanity, drinking, lewd or suggestive comments or gestures or other acts of this nature be tolerated. B. Drug Free Policy 1. Owner conforms to a drug free policy. Any contractor employee must be tested upon request of Owner and results provided to Owner. If the employee is found to have been under the influence or using drugs, it shall constitute a breach of contract and said contract may be terminated without penalty to the Owner. C. Dress Code Policy 1. Shirts and shoes are required at all times, as well as long pants. Identification of employees is required. Sebastian Corners Roof Replacement 01 1400-2 Work Restrictions PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 0114 00 Sebastian Corners Roof Replacement 01 14 00-3 Work Restrictions- SECTION 0125 00 PRODUCT SUBSTITUTIONS PART GENERAL 1.01 SECTION INCLUDES A. This Section specifies administrative and procedural requirements for handling requests for substitutions prior to the Owner's receipt of bids. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 DEFINITIONS A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Requests for changes in products, materials, and equipment, of construction required by Contract Documents proposed by the Contractor are considered requests for "substitutions". The following are not considered substitutions: 1. Substitutions that are requested by Bidders beyond the 14 days prior to bid opening submittal period. 2. Revisions to Contract Documents requested by the Owner or Engineer. 3. Specified options of products and construction methods included in Contract Documents. 4. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. 1.04 SUBMITTALS — PRIOR TO BID A. Substitution Request Submittal: Written requests for substitution from prime bidders will be considered if received by the Engineer fourteen (14) calendar days prior to the bid opening. 1. Submit each request for substitution to purchasing@ircgov.com on the form contained in Section 00 63 25 -Substitution Request Form for consideration in accordance with procedures required below. 2. Identify the product or the fabrication or installation method to be replaced in each request. Include related specification sections and drawing number. 3. Provide complete documentation on both the product specified and the proposed substitution including the following information as appropriate. a. Comparison of specified and proposed substitute product data, fabrication drawings, and installation procedures. b. Samples. where applicable or requested. C. A detailed comparison of significant qualities of the proposed substitution with those of the work specified. Sebastian Corners Roof Replacement 01 25,00-1 Product Substitutions d. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors that will become necessary to accommodate the proposed substitution. 4. Certification by the Contractor or manufacturer that the substitution proposed is equal -to or better in every respect to that required by the Contract Documents, and that it will perform equal or superior to product specified in the application indicated. The Contractor waives any right to additional payment or time, which may subsequently become necessary because of the failure of the substitution to perform adequately. 5. Engineer's Action: The Engineer may request additional information or documentation necessary for evaluation of the request. The Engineer will notify the Contractors of acceptance of the proposed substitution by means of an addendum to the bid documents. If the proposed substitute is accepted through an addendum use the product specified by name. ` B. Engineer's Substitution Approval during bidding and subsequent addendums does not void the Contractor's responsibility to submit the required shop drawings and comply with the other contract documents and requirements. 1.05 SUBMITTALS — AFTER AWARD OF CONTRACT A. After award, any requests for approval of equivalent items shall be submitted in writing to the Engineer for review within seven (7) calendar days after Notice to Proceed. B. Submit each request in writing for substitution for consideration in accordance with procedures required below. C. Requests for approval of equivalent items shall be accompanied by information sufficient for the Engineer to make a determination as to the equivalency of a product. The determination of the Engineer of the equivalency of a product shall be final. The Engineer reserves .the right to request information or documentation for evaluation including but not limited to the following: 1. Statement indicating why specified product cannot be provided. 2. Coordination of information, including a list of modifications needed to other parts of the work that will be necessary to accommodate proposed substitution. 3. Product data including drawings, descriptions, and fabrication/installation procedures. 4. Samples where applicable. 5. Material test reports from a qualified testing agency indicating the interpreting test results for compliance with requirements. 6. Contractor's certification that proposed substitution complies with requirements in the contract documents and is appropriate for applications indicated. 7. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 8. If requesting product substitution after bid award, Contractor shall provide cost information including proposal of change, if any, in the contract sum. PART PRODUCTS Sebastian Corners Roof Replacement 01 25 00-2 Product Substitutions 2.01 SUBSTITUTIONS — PRIOR TO BID A. Conditions: The Contractor's substitution request will be received and considered by the Engineer when all of the following conditions are satisfied, as determined by the Engineer; otherwise requests will be returned without action except to record noncompliance with these requirements. 1. Extensive revisions to Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of Contract Documents. 3. The request is timely, fully documented and properly submitted. 4. The request is directly related to an "or equal" clause or similar language in the Contract Documents. B. The Contractor's submittal and Engineer's acceptance of Shop Drawings, Product Data. or Samples that relate to construction activities not complying with the Contract Documents does not constitute an approval or valid request for substitution. 2.02 SUBSTITUTIONS — AFTER AWARD OF CONTRACT A. Substitutions after award are solely for the convenience of the Contractor, and Engineer nor Owner is under any obligation to review or approve proposed substitutions. Substitutions that are approved by the Engineer, will be done by Change Order which is accompanied by a credit to the Owner. The Contractor shall be required to bear any additional costs related to making the substituted material or system work, such as extra engineering, material or system modifications, or any time considerations relating to material or system installation requirements. PART 3 EXECUTION (NOT USED) END OF SECTION 0125 00 Sebastian Corners Roof Replacement 01 25 00-3 Product Substitutions SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART GENERAL 1.01 SECTION INCLUDES A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Coordination. 3. Administrative and supervisory personnel. 4. Project meetings. 5. Weekly Reports 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 COORDINATION A. Coordinate construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. The Contractor shall coordi- nate its operations with those included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other com- ponents, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Progress Reporting: The scheduling and sequence of all operations shall be carefully co- ordinated with the Owner and Engineer. C. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities in- clude, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. Sebastian Corners Roof Replacement 01 31 00-1 Project Management and Coordination Delivery and processing of submittals. Progress meetings. Pre -Construction conference. Pre -installation conferences. Project closeout activities. 1.04 PROJECT MEETINGS A. Pre -Construction Meeting A Pre -Construction Meeting will be scheduled as soon as possible after the award of the contract. The Engineer's Representative will compile minutes of the meet- ing, and will furnish a copy of the minutes to the Contractor and each person pre- sent. The Contractor may make and distribute such other copies as he wishes. Attendance: Contractor Project Manager, Job Superintendent and Job Foreman, Owner, Engineer's Representative, manufacturer's representatives, installers of related work and all other persons concerned with the installation and perfor- mance. The Contractor shall also provide three (3) local telephone numbers, which may be used to contact the Contractor or his authorized representative in the event of an emergency after normal business hours. Minimum Agenda: Organizational arrangement of Contractor's forces and per- sonnel, and those of subcontractors, materials suppliers, and the Project Manager; channels and procedures for communication; construction schedule, including sequence of critical work; contract documents, including distribution of required copies of Drawings and revisions; processing of Shop Drawings and other data submitted to the Project Manager for review; rules and regulations governing performance of the work and procedures for safety, first aid, security, quality control, housekeeping and related matters. B. Progress Meetings The Contractor shall attend bi-monthly progress meetings for the purpose of in- forming the Owner and the Engineer regarding the status of the project. The En- gineer will compile minutes of the meeting, and will furnish a copy of the minutes to the Contractor and each person present. The Contractor may make and distribute such other copies as he wishes. Attendance: Owner, Engineer, Contractor, Job Superintendent, material Suppli- er, and Subcontractors, as appropriate. Each representative shall be thoroughly familiar with the status of the project and shall be prepared to discuss and act up- on any situations, which may arise. The time, date and location of these meet- ings will be established during pre -construction conference. The Contractor shall provide an updated job progress schedule at each weekly meeting. Minimum Agenda: Review of work progress; field observations, problems, and decisions; identification of problems which impede planned progress; mainte- nance of progress schedule; corrective measures to regain projected schedules; planned progress during succeeding work period; coordination of projected pro- gress; maintenance of quality and work standards; processing of field decisions and Change Orders; effect of proposed changes on progress, schedule, and coor- dination; other business relating to work. C. Substantial Completion Inspection Meeting 1. Scheduled by Owner and Engineer upon written notification of substantial com- pletion of work from the Contractor. Sebastian Corners Roof Replacement 01 31 00-2 Project Management and Coordination 2. Attendance:. Owner, Engineer, Contractor, material manufacturer. 3. Minimum Agenda: Walkover inspection; verification of substantial completion; identification of punch list items; identification of problems, which may impede issuance of warranties. 4. Refer to Section 0177 00 for other requirements. D. Final Inspection Meeting 1. Scheduled by Owner and Engineer upon written notification of final completion of work from the Contractor. 2. Attendance: Owner, Engineer, Contractor. 3. Minimum Agenda: Verification of final completion including the completion of the punch list items. 4. Refer to Section 0177 00 for other requirements. 1.05 REPORTS A. Weekly Construction Reports: Prepare a weekly construction report recording the fol- lowing information concerning events at Project site and Fax or email a copy to the Engi- neer by noon on the following Monday: 1. Approximate daily count of personnel at Project Site. 2. Daily material deliveries. 3. Daily High and low temperatures and general weather conditions. 4. Accidents. 5. Unusual events. 6. Stoppages, delays, shortages, and losses. 7. Orders and requests of authorities having jurisdiction. 8. Change Orders received and implemented. 9. Change Directives received and implemented. 10. Daily Allowance and Unit Cost usage. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 013100 Sebastian Corners Roof Replacement 01 31 00-3 Project Management and Coordination SECTION 0133 00 SUBMITTAL PROCEDURES PART GENERAL 1.01 SECTION INCLUDES A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 SUBMITTAL PROCEDURE A. General: The Contractor is responsible for providing the submittals to the Engineer. Each submittal must be accepted in writing prior to commencement of work. B. Submission Requirements: Submit all required submittals electronically in pdf format to the Engineer for review. The submittals will then be returned electronically to the Contractor with comments. Final submittals will require written responses to all Construction Document submittal comments. C. Processing Time: Allow time for submittal review, including time for resubmittals, as specified below. Time for review shall commence on Engineer's receipt of submittal. 1. Initial Review: Allow 7 work days for initial review of submittals. 2. Allow 7 work days for processing each resubmittal. 3. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals and provide letter describing in detail any proposed changes, substitutions, or deviations from the project or manufacturer's specifications. A written explanation of why substitutions should be considered is required and shall be included under the appropriate tab. E. Transmittal and Identification: Package submittals appropriately and include a title page and/or pdf bookmark for each numbered schedule of submittal item identified below. Engineer will discard submittals received from sources other than Contractor. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. F. Use for Construction: Use only final submittals with mark indicating action taken by Engineer in connection with construction. 1.04 SCHEDULE OF SUBMITTALS A. The following submittal items shall be submitted electronically with a title page and/or pdf bookmark for each submittal item to meet the requirements specified herein: 1. Emergency contact list including pager, mobile and home numbers of key Sebastian Corners Roof Replacement 01 33 00-1 Submittal Procedures Contractor and Subcontractor personnel, and office and mobile numbers of key Owner and REI personnel. 2. Work schedule indicating start date, crew size, production rate, completion date, etc. 3. Copy of Contractor's Certificate of Insurance 4. Copy of Construction Permits 5. Roof Manufacturer's Acknowledgement Form (Section 00 62 33) 6. Copy of all warranties indicated in Section 01 77 00 to meet the requirements of their respective specification section 7. Letter describing in detail any proposed changes, substitutions, or deviations from the project or manufacturer's specifications. A written explanation of why substitutions should be considered is required. 8. Shop drawings or letter stating that the contractor will install materials as detailed in the Contract Drawings unless properly authorized by the Engineer. 9. Steel Deck Repair/Securement (Section 05 31 23) 10. Rough Carpentry (Section 06 10 00) 11. Preparation for Reroofing (Section 07 01 50) 12. Roof Insulation (Section 07 22 16) 13. Thermoplastic Single Ply Roofing (Section 07 54 00) 14. Sheet Metal Flashing and Trim (Section 07 62 00) 15. Roof Accessories (Section 07 72 00) 16. Existing damaged/dysfunctional components documentation (videotape, photos, etc.) including but not limited to; asphalt spills, windows, walls, sidewalks, paving, ceilings, etc. Lack of submission prior to commencement of work indicates Contractor has discovered no existing damaged components and takes responsibility for any damages caused by operations. 17. Complete list of materials with Safety Data Sheets (SDS) PART PRODUCTS 2.01 SUBMITTALS A. General: Prepare and submit Submittals required herein and by individual Specification Sections. 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. Manufacturer's catalog cuts. e. Printed performance curves. f. Operational range diagrams. g. Compliance with recognized trade association standards. h. Compliance with recognized testing agency standards. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not Sebastian Corners Roof Replacement 01 33 00-2 Submittal Procedures base Shop Drawings on reproductions of the Contract Documents or standard printed data. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. C. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Shopwork manufacturing instructions. f. Templates and patterns. g. Schedules. h. Notation of coordination requirements. i. Notation of dimensions established by field measurement. 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. D. Contractor's Construction Schedule: Comply with requirements in Division 01. E. 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 engineers and owners, and other information specified. F. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. G. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. H. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. 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. K. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. 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. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. 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. Sebastian Corners Roof Replacement 01 33 00-3 Submittal Procedures M. Manufacturer's Instructions: 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. PART 3 EXECUTION 3.01 CONTRACTOR'S REVIEW A. Review each submittal, check for compliance with the Contract Documents and note corrections and field dimensions prior to submitting to Engineer. 3.02 ENGINEER'S ACTION A. Submittals: Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Engineer will stamp each submittal item with an action stamp and will mark stamp appropriately to indicate action taken. B. Submittals not required by the Contract Documents will not be reviewed and may be discarded. Sebastian Corners Roof Replacement END OF SECTION 0133 00 01 3300-4 Submittal Procedures SECTION 0140 00 QUALITY REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. This Section includes administrative and procedural requirements for quality assurance and quality control. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and dur- ing execution of the Work to guard against defects and deficiencies and ensure that pro- posed construction complies with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction comply with require- ments. Services do not include contract enforcement activities performed by Engineer. C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. 1.04 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria in- dicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Engineer. 1.05 SUBMITTALS A. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, li- censes, certifications, inspection reports, releases, jurisdictional settlements, notices, re- ceipts for fee payments, judgments, correspondence, records, and similar documents, es- tablished for compliance with standards and regulations bearing on performance of the Work. 1.06 QUALITY ASSURANCE A. It is the intent under this contract that workmanship shall be of the best quality consistent with the materials and construction methods specified. The presence or absence of the Owner's or Engineer's representative shall in no way relieve the Contractor of his respon- sibility to furnish materials and construction in full compliance with the drawings and spec- ifications. The Owner and Engineer shall have the authority to judge the quality and require SebastianCorners Roof Replacement 01 40 00-1 Quality Requirements replacement of unacceptable work or personnel at any time. B. All contractors shall cooperate in the execution of their work and shall plan their work in such manners as to avoid conflicting schedules or delay of work. If any part of a Contrac- tor's work depends upon the work of another Contractor, defects, which may affect that work, shall be reported to the Engineer in order that prompt inspection may be made and defects corrected. Commencement of work by a Contractor where such condition exists will constitute acceptance of the other Contractor's work as being satisfactory in all respects to receive the work commenced, except defects, which may later develop. Work of all trades under this contract shall be closely coordinated in such a manner as to obtain the best possible workmanship for the entire project. All components of the work shall be installed in accordance with the best practices of the particular trade. The General Con- tractor is responsible to advise the Owner sufficiently in advance of operations to allow for. assignment of personnel. C. Materials or methods described by words which, when applied, have a well known tech- nical or trade meaning will be held to refer to such recognized standard. Standard specifi- cations or manufacturer's literature, when referenced, shall be of the latest revision or print- ing unless otherwise stated, and are intended to establish the minimum requirements ac- ceptable. D. All materials shall be new, all materials and workmanship shall be in every respect in ac- cordance with the best modern practice. E. When special makes or grades of material which are normally packaged by the supplier or manufacturer are specified or accepted, such materials shall be delivered to the site in orig- inal packages or containers with seals unbroken and labels intact and shall not be opened until inspected and approved by the Engineer. Contractor shall notify the Engineer prior to such material's delivery. F. The Contractor's Foreman or Superintendent to maintain one complete set of the contract documents and approved submittals on the job site. G. Contractor shall be responsible to correct deficiencies identified by Engineer and non -con- forming work within 24 hours of receipt of notification, either verbally or written, and submit a plan of action for addressing the deficiencies and non -conforming work. Further tear -off or commencement of other work shall not occur until all deficiencies and non- conforming work are properly addressed. H. Installer Qualifications: A firm or individual experienced in installing, erecting, or assem- bling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. 1. Acceptable Contractor: a. Be certified in writing for a minimum of two years by the roofing materials manufacturer to install the primary roofing products. b. Have a minimum of five (5) years experience in installing the same or similar materials specified under the same firm name as that submitting the bid. If requested, submit a copy of firm's Articles of Incorporation to verify years in business. Also all crew workers on site are to be experi- enced and have a working knowledge of the system being installed. C. Principals of the firm to have a minimum of ten (10) years experience in the estimating, supervision, management and, administration of a Sebastian Corners Roof Replacement 01 40 00-2 Quality Requirements contracting firm engaged in the application of building envelope involving removal of the existing building envelope systems. d. Licensed by state work is occurring in for the type and dollar amount of work contemplated by these Contract Documents. e. Never filed bankruptcy or filed for protection from creditors. f. At any time during the construction and completion of work covered by these Specifications, if the conduct of any workman of the various crafts be determined unsuitable or a nuisance to the Owner or Engineer, or if the workman be considered incompetent or detrimental to the work, the Con- tractor shall order such party removed immediately from the grounds with the person not returning at any time during the course of work on the pro- ject. g. During the performance of any work by the Contractor or subcontractors, the Contractor shall provide for the entire length of the project a full time onsite superintendent/representative meeting the following requirements: i. For the purpose of these Specifications the designation "superin- tendent" is hereby defined as the individual present on the job site at all times while work is being performed, and whose primary responsibility is to supervise and direct the performance of the Work. ii. The superintendent shall be in attendance at the project site at all times during the progress of the work and his duties as superinten- dent shall be limited to this project only. The superintendent shall supervise and instruct workmen without engaging in the work pro- cess. Should the superintendent be absent temporarily from the project at any time, he shall designate a competent foreman to as- sume duties. During the superintendent's absence the foreman shall not engage in the work process but shall supervise and in- struct only. Likewise, any communications given to the foreman shall be as binding as if given to the Contractor. iii. It shall be the superintendent's responsibility to communicate all matters pertaining to the Work with the Owner and/or Engineer. In case of emergency or safety, superintendent shall communicate directly with the Owner and/or Engineer. No decisions regarding changes in the Work will be made without the Owner's knowledge. iv. Decision making authority and ability. V. Able to demonstrate knowledge of work being installed. vi. Fluent in the English language (i.e. reading, writing and speaking). vii. In possession of mobile telephone at all times. viii., Employed by the Contractor at least six months prior to project commencement. ix. Owner and Engineer approval. X. No later than ten days prior to the pre -construction conference, Contractor shall provide the Owner, in writing, the names of the proposed project manager, job superintendent, and foreman for approval. If he so determines, the Owner, without giving cause, may request an additional name, or names, be submitted for ap- proval. The Owner will notify the Contractor of his acceptance at least 48 hours prior to the pre -construction conference. xi. Once approved, the superintendent will not be changed except with the consent of the Owner unless either prove to be unsatis- factory to the Owner or Contractor, or cease to be in the Sebastian Corners Roof Replacement 01 40 00-3 Quality Requirements 1.07 Contractor's employment. xii. Promotion, transfer, or reorganization within the company will not be an acceptable cause for reassignment of the superintendent. xiii. The superintendent shall have had a minimum of five (5) years continuous experience as a job superintendent. I. Specialists: Certain sections of the Specifications require that specific construction activ- ities shall be performed by entities who are recognized experts in those operations. Spe- cialists shall satisfy qualification requirements indicated and shall be engaged for the ac- tivities indicated. J. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. K. Fabricator Qualifications: A firm experienced in producing products similar to those indi- cated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. L. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. QUALITY CONTROL A. The authorized representatives and agents of Owner shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records. B. Owner Responsibilities: Where quality -control services are indicated as Owner's respon- sibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Con- tractor. C. Contractor's Responsibilities: 1. Repair and protection of work and materials are Contractor's responsibility. 2. Should any work or materials not conform with requirements of the Specifications or become damaged during the progress of the work, such work or materials shall be removed and replaced, together with any work disarranged by such alterations, at any time before completion and acceptance of the project. All such work shall be done at the expense of the Contractor. 3. Contractor will coordinate documents with manufacturer and perform such testing, reporting, and communication incidental to provisions of the warranty procedures. 4. Inclement Weather a. In the event of temporary suspension of work as during inclement weather, or whenever the Engineer shall direct, the Contractor will protect carefully Sebastian Corners Roof Replacement 01 40 00-4 . Quality Requirements its work and materials against damage or injury from weather. If, in the opinion of the Engineer, any work or materials have been damaged or in- jured by reason of failure of the Contractor to protect its work, such mate- rials shall be removed and replaced at the expense of the Contractor. b. During inclement weather and temporary suspension of work, the Con- tractor shall inspect the facility no later than 9:00 AM each day for leaks and perform temporary repairs if necessary. Inspections shall be made daily during extended periods of inclement weather. Upon arrival at the facility, Superintendent shall immediately inform the Owner of his pres- ence and purpose. C. If Contractor does not inspect the facility by 9:00 AM on days of inclement weather and there is one or more leaks attributable to the Work, at 9:15 AM the Owner shall exercise his right to contact an outside contractor to perform temporary repairs as necessary to prevent damage to the building, its contents and to minimize disruption. The Contractor shall reimburse the outside contractor an equitable amount as determined solely by the outside contractor. If the Contractor arrives at the project site after the outside contractor has been contacted, but before temporary repairs are made, the outside contractor shall be reimbursed the fixed amount of $500.00, each occasion, for mobilization and/or travel expenses. d. Should inclement weather occur after normal business hours Friday, Sat- urday, and Sunday or holidays, Contractor shall make arrangements with the Owner to provide access to the building to inspect for leaks. The Owner shall be compensated for providing personnel for the service on an hourly rate basis as determined solely by the Owner. D. Manufacturer's Field Services: During construction and until substantial completion, man- ufacturer's representative shall perform quality assurance site visits every ten working days to ensure materials are being properly installed and as required to obtain the specified war- ranty. 1. The first site visit shall be performed within the first three (3) days of operations. 2. Coordinate all site visits with Engineer. Submit reports of findings within one week of inspection. Payment applications will be rejected until applicable reports are received. 3. Inspections to be performed by an employee of the selected manufacturer that is assigned full time to their technical services department. Sales personnel will not be acceptable for this function and may result in rejection of the work installed that does not fulfill this requirement. 4. Manufacturer's final inspections shall be performed only with REI personnel in attendance. A minimum of seven days' written notice is required. Any manufac- turer's final inspection conducted without REI personnel in attendance will be re- peated at no additional cost to the Owner. 5. Any violation of this requirement will result in the removal of that manufacturer for a period of not less than one year from the Engineer's accepted materials list. E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contrac- tor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Sebastian Corners Roof Replacement 01 40 00-5 Quality Requirements Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field -curing of test samples. 5. Preliminary design mix proposed for use for material mixes that require control by testing agency. 6. Security and protection for samples and for testing and inspecting equipment at Project site. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Comply with the Contract Document requirements for Section 01 73 29 -Cutting and Patching. B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of re- sponsibility for quality -control services. END OF SECTION 0140 00 Sebastian Corners Roof Replacement 014000-6. Quality Requirements PART 1 1.01 A. 1.02 SECTION 0142 00 REFERENCES GENERAL SECTION INCLUDES Requirements relating to Referenced Standards. RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Engineer's action on Contractor's submittals, applica- tions, and requests, "approved" is limited to Engineer's duties and responsibilities as stat- ed in the Conditions of the Contract. C. "Directed": A command or instruction by Engineer. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, cur- ing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. 1. "Installer": Contractor or another entity engaged by Contractor as an employee, Subcon- tractor, or Sub -subcontractor, to perform a particular construction operation, including in- stallation, erection, application, and similar operations. 1. . Using a term such as "carpentry" does not imply that certain construction activi- ties must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements spec- ified apply exclusively to trades people of the corresponding generic name.. J. "Experienced": When used with an entity, "experienced" means having successfully Sebastian Corners Roof Replacement 01 42 00-1 References completed a minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with require- ments of authorities having jurisdiction. K. "Project Site": Space available for performing construction activities. The extent of Pro- ject site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.04 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent re- quirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Docu- ments, unless otherwise indicated. C. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quali- ty levels, comply with the most stringent requirement. Refer uncertainties and require- ments that are different, but apparently equal, to Engineer for a decision before proceed- ing. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these require- ments, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Engineer for a decision before proceeding. D. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. 1.05 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the fol- lowing list. Names, telephone numbers, and Web site addresses are subject to change Sebastian Corners.Roof Replacement 01 42 00-2 References Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov CFR Code of Federal Regulations Available from Government Printing Office www.access.gpo.gov/nara/cfr FED -STD Federal Standard See FS FS Federal Specification Available from National Institute of Building Sciences www.nibs.or 1.05 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the fol- lowing list. Names, telephone numbers, and Web site addresses are subject to change Sebastian Corners.Roof Replacement 01 42 00-2 References and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) www.aluminum.or ACI American Concrete Institute/ACI International www.aci-int.or ACPA American Concrete Pipe Association www.conerete-pipe.org AGC Associated General Contractors of America (The) www.agc.org AHA American Hardboard Association www.ahardbd.or Al Asphalt Institute www.asphaltinstitute.org AIE American Institute of Engineers www.aieonline.or AISC American Institute of Steel Construction www.aisc.or AISI American Iron and Steel Institute www.steel.or AITC American Institute of Timber Construction www.aitc-glulam.org ALCA Associated Landscape Contractors of America www.alca.or ALSC American Lumber Standard Committee www.alsc.or ANLA American Nursery & Landscape Association www.anla.or ANSI American National Standards Institute www.ansi.or APA APA - The Engineered Wood Association www.apawood.org APA Architectural Precast Association www.archprecast.org ASCE American Society of Civil Engineers www.asce.or ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers www.ashrae.or ASME ASME International (The American Society of Mechanical Engineers International) www.asme.or ASTM ASTM International International www.astm.or AWI Architectural Woodwork Institute www.awinet.or AWPA American Wood -Preservers' Association www.awpa.com AWS .American Welding Society . www.aws.or BHMA Builders Hardware Manufacturers Association www.buildershardware.com BIA Brick Industry Association (The) 'Sebastian Corners Roof Replacement 01 42 00-3 References Sebastian Corners Roof Replacement 01 42 00-4 References www.bia.or CUSS Center for Cold-Formed Steel Structures www.umr.edu/—ccfss CDA Copper Development Association Inc. www.copper.org CIMA Cellulose Insulation Manufacturers Association www.cellulose.or CISCA Ceilings & Interior Systems Construction Association www.cisca.or CISPI Cast Iron Soil Pipe Institute www.cispi.org CLFMI Chain Link Fence Manufacturers Institute www.chainlinkinfo.or CPA Composite Panel Association (Formerly: National Particleboard Association) www. bmdfcom CPPA Corrugated Polyethylene Pipe Association www.cppa-info.org CRSI Concrete Reinforcing Steel Institute www.crsi.or CSI Construction Specifications Institute (The) www.csinet.or DHI Door and Hardware Institute www.dhi.or EIMA EIFS Industry Members Association www.eifsfacts.com EJMA Expansion Joint Manufacturers Association, Inc. www.eima.or FMG (FM) FM Global (Formerly: FM - Factory Mutual System) www.fmglobal.com GA Gypsum Association www.gypsum.org GANA Glass Association of North America (Formerly: FGMA - Flat Glass Marketing Association) www.glasswebsite.com/gana HPVA Hardwood Plywood & Veneer Association www.hpva.org IGCC Insulating Glass Certification Council www.igcc.org IRC Indian River County LGSI Light Gage Structural Institute www.loseke.com MBMA Metal Building Manufacturers Association www.mbma.com MCA Metal Construction Association www.metalconstruction.or MFMA Metal Framing Manufacturers Association MIA Marble Institute of America www.marble-institute.com NAAMM National Association of Architectural Metal Manufacturers www.naamm.or NAIMA North American Insulation Manufacturers Association (The) Sebastian Corners Roof Replacement 01 42 00-4 References Sebastian Corners Roof Replacement 01 42 00-5 References www.naima.or NCMA National Concrete Masonry Association www.ncma.or NCPI National Clay Pipe Institute www.ncpi.org NECA National Electrical! Contractors Association www.necanet.or NEMA National Electrical Manufacturers Association www.nema.or NETA InterNational Electrical Testing Association www.netaworld.or NFPA National Fire Protection Association www.nfpa.org NFRC National Fenestration Rating Council www.nfrc.or NGA National Glass Association www.glass.org NHLA National Hardwood Lumber Association www.natlhardwood.or NLGA National Lumber Grades Authority www.nlga.org NPA National Particleboard Association See CPA NRCA National Roofing Contractors Association www.nrca.net NRMCA National Ready Mixed Concrete Association www.nrmma.or NSA National Stone Association www.aggregates.org NTMA National Terrazzo and Mosaic Association, Inc. www.ntma.com NWWDA National Wood Window and Door Association See WDMA PCI Precast/Prestressed Concrete Institute www.pci.org PDCA Painting and Decorating Contractors of America www.pdca.com PDI Plumbing & Drainage Institute www.pdionline.org RCSC Research Council on Structural Connections www.boltcouncil.or RMA Rubber Manufacturers Association www.rtna.or SDI Steel Deck Institute www.sdi.or SDI Steel Door Institute www.steeldoor.or SGCC Safety Glazing Certification Council www.sgcc.org SIGMA Sealed Insulating Glass Manufacturers Association www.sigmaonline.org/sigrna SJl Steel Joist Institute www.steel'oist.or Sebastian Corners Roof Replacement 01 42 00-5 References SMACNA Sheet Metal and Air Conditioning Contractors' National Association IAPMO www.smacna.org SPFA Spray Polyurethane Foam Alliance (Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray ICBO Polyurethane Foam Division) www.sprayfoam.org SPI The Society of the Plastics Industry www.plasticsindustry.org SPIB Southern Pine Inspection Bureau (The) SBCCI www.spib.org SPRI SPRI (Single Ply Roofing Institute) www.spri.org SSINA Specialty Steel Industry of North America www.ssina.com SSMA Steel Stud Manufacturers Association (Formerly: ML/SFA - Metal Lath/Steel Framing Association) www.ssma.com SSPC SSPC: The Society for Protective Coatings www.sspc.org SWI Steel Window Institute www.steelwindows.com TCA Tile Council of America, Inc. www.tileusa.com TPI Truss Plate Institute UL Underwriters Laboratories Inc. www.ul.com WDMA Window & Door Manufacturers Association (Formerly: NWWDA - National Wood Window and Door Association) www.wdma.com WMMPA Wood Moulding & Millwork Producers Association www.wmmi)a.com WWPA Western Wood Products Association www.wwpa.org B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are be- lieved to be accurate and up-to-date as of the date of the Contract Documents. BOCA BOCA International, Inc. www.bocai.org IAPMO International Association of Plumbing and Mechanical Officials (The) www.iapmo.org ICBO International Conference of Building Officials www.icbo.or ICC International Code Council (Formerly: CABO - Council of American Building Officials) www.inticode.or SBCCI Southern Building Code Congress International, Inc. www.sbcci.or Sebastian Corners Roof Replacement O1 42 00-6 References C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifi- cations or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Doc- uments. PART 2 PART 3 CPSC Consumer Product Safety Commission www.c sc. ov EPA Environmental Protection Agency www.e a. ov OSHA Occupational Safety & Health Administration www.osha.gov PRODUCTS (NOT USED) EXECUTION (NOT USED) END OF SECTION 0142 00 Sebastian Corners Roof Replacement 01.4200-7 References SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART GENERAL 1.01 SECTION INCLUDES A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. PART2 PRODUCTS 2.01 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Engineer. Provide materials suitable for use intended. B. Portable Chain -Link Fencing: Minimum 2 -inch 9 -gage, galvanized steel, chain-link fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2 -3/8 -inch- OD line posts and 2 -7/8 -inch- OD corner and pull posts, with 1 -5/8 -inch- OD top and bottom rails. Provide non -permanent bases for support. C. Tarpaulins: Fire -resistive labeled with flame -spread rating of 15 or less. D. Water: Potable. E. Self -Contained Toilet Units: Single -occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass -fiber -reinforced polyester shell or similar nonabsorbent material. F. Electrical Outlets: Properly configured, NEMA -polarized outlets to prevent insertion of 110- to 120-V plugs into higher -voltage outlets; equipped with ground -fault circuit interrupters, reset button, and pilot light. G. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure and the requirements of the local Governing agency. H. Lamps and Light Fixtures: Provide GFCI protected general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures where exposed to breakage. Provide exterior fixtures where exposed to moisture. I. Scaffolds: Scaffolds should be built in their entirety and not left unfinished or in an unsafe condition. All scaffolds must be tagged to indicate the latest inspection. Scaffolds should be tied into the structure as close to a 3:1 ratio as possible and repeated tie-ins shall follow OSHA guidelines. All scaffolds shall have safe access with stairs being the first choice over a ladder. Scaffolds should include netting on upper levels if there is any possibility for materials to fall over the toe boards, per OSHA guidelines. Sebastian Corners Roof Replacement 01 5000-1 Temporary Facilities and Controls PART 3 EXECUTION 3.01 TEMPORARY UTILITIES A. Water Service: Water for construction purposes will be available from the Owner at no charge. Contractor shall operate exterior hose bids only with properly fitted handles which shall be removed at the end of each work day. Any damage to hose bids or hose bib stems shall be repaired by Contractor. Hose bibs shall not be operated with pliers. B. Electrical Power Service: Contractor shall provide portable generators for all electrical power requirements. C. Electric Distribution: Provide receptacle outlets adequate for connection of power tools and equipment. 1. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length -voltage ratio. 3.02 CONSTRUCTION FACILITIES A. Temporary construction facilities shall include the following: 1. Field Office (if appropriate): prefabricated, mobile units or job -built construction with lockable entrances and serviceable finishes including lights and utilities. 2. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking -water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. Facilities will be located at sites approved by Owner. a. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material. b. Toilets: Install self-contained toilet units. Shield toilets to ensure privacy. C. Drinking -Water Facilities: Provide bottled -water, drinking -water units. 3. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations at a location approved by the Owner. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements. Use of Owner's waste disposal facilities is not acceptable. a. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. . 3.03 VEHICULAR ACCESS AND PARKING A. Parking for Contractor vehicles may be available only in the approved Set-up and Staging area. No other vehicle parking on site will be allowed. 3.04 TEMPORARY BARRIERS AND ENCLOSURES A. Contractor shall provide temporary barriers and enclosures for protection from exposure, foul weather, construction operations and other activities. Contractor is responsible for protecting buildings and grounds from damages during construction. Sebastian Corners Roof Replacement 01 5000-2 Temporary Facilities and Controls B. Contractor shall provide environmental protection by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. C. Contractor shall provide storm water controls sufficient to prevent flooding from heavy rain. D. Contractor shall provide 6' chain link fencing with lockable gates and green mesh to completely enclose the materials storage and staging area. 3.05 TEMPORARY CONTROLS A. Contractor shall provide security controls to protect work and materials at the project site. 3.06 PROJECT SIGNS A. Contractor shall provide temporary signs to provide information to building occupants directing them away for construction operations. END OF SECTION 0150 00 Sebastian Corners Roof Replacement 015000-3 Temporary Facilities and Controls SECTION 0173 29 CUTTING AND PATCHING PART GENERAL 1.01 SECTION INCLUDES A. This Section includes procedural requirements for cutting and patching. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or perfor- mance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.04 QUALITY ASSURANCE A. Engineer's Approval: Obtain approval of cutting and patching before cutting and patch- ing. Approval does not waive right to later require removal and replacement of unsatis- factory work. B. Structural Elements: Do not cut and patch structural elements in a manner that could change their load -carrying capacity or load -deflection ratio. Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering cal- culations sealed by a licensed Engineer in the state of the project showing integration of reinforcement with original structure. C. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that result in increased maintenance or decreased operational life or safety. D. Miscellaneous Elements: Do not cut and patch the following elements or related compo- nents in a manner that could change their load -carrying capacity that results in reducing their capacity to perform as intended, or that result in increased maintenance or decreased operational life or safety. E. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exte- rior or in occupied spaces in a manner that would, in the Engineer's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. F. Cutting and Patching Conference: If extensive cutting and patching is required, before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. Sebastian Corners Roof Replacement 01 73 29-1 Cutting and Patching 1.05 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 PRODUCTS 2.01 MATERIALS A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. PART 3 EXECUTION 3.01 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of sub- strates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.02 PREPARATION 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 Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to minimize interruption of services to occupied areas. 3.03 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or per- formance of other construction, and subsequently patch as required to restore sur- faces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and Sebastian Corners Roof Replacement 01 7329-2 Cutting and Patching similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are com- plete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar op- erations following performance of other Work. Patch with durable seams that are as in- visible as possible. Provide materials and comply with installation requirements speci- fied in other Sections of these Specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: 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. 3. Floors and Walls: Where walls or partitions that are removed extend from one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if nec- essary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermedi- ate paint coats over the patch and apply final paint coat over entire un- broken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Exterior Building Enclosure: Patch components in a manner that restores enclo- sure to a weather tight condition. 5. Ceilings: Patch, repair, or re -hang existing ceilings as necessary to provide an even -plane surface of uniform appearance. D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty and similar materials. END OF SECTION 0173 29 Sebastian Corners Roof Replacement .017329-3 Cutting and Patching SECTION 0174 00 CLEANING AND WASTE MANAGEMENT PART GENERAL 1.01 SECTION INCLUDES A. The Owner has established that this Project shall include proactive measures for waste management participation by all parties to the contract. 1. The purpose of this program is to ensure that during the course of the Project all diligent means are employed to pursue practical and economically feasible waste management and recycling options. 2. Upon award, each subcontractor shall be required to furnish documentation from suppliers or manufacturers regarding waste management and recycling options for those products and procedures furnished. 3. Waste disposal to landfills shall be minimized. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 DEFINITIONS A. Waste: Any material that has reached the end of its intended use. Waste includes salvageable, returnable, recyclable and reusable material. B. Construction waste: Solid wastes including, but not limited to, building materials, packaging materials, debris and trash resulting from construction operations. C. Salvage: To remove a waste material from the Project site to another site for resale or reuse by others. D. Hazardous waste: Any material or byproduct of construction that is regulated by the Environmental Protection Agency and that may not be disposed in any landfill or other waste end -source without adherence to applicable. laws. E. Trash: Any product or material unable to be returned, reused, recycled or salvaged. F. Landfill: Any public or private business involved in the practice of trash disposal. G. Waste Management Plan: A Project -related plan for the collection, transportation, and disposal of the waste generated at the construction site. PART2 PRODUCTS 2.01 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 EXECUTION Sebastian Corners Roof Replacement 01 74 00-1 Cleaning and Waste Management 3.01 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint -use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials in a legal manner. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Final Acceptance. G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. I. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Final Acceptance. J. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or Sebastian Corners Roof Replacement 01 74 00-2 Cleaning and Waste Management otherwise deleterious exposure during the construction period. 3.02 CONSTRUCTION WASTE MANAGEMENT PLAN A. Waste Management Plan shall include the following: 1. Solid Waste Disposal and Diversion document. a. Identification of materials recycled. b. Identification of materials landfill. C. Identification of hazardous wastes and disposal. 2. Locations of sorting and waste storage facilities on Site Plan of project. 3. Final documentation of subcontractor/supplier waste management/recycling data. 4. Final documentation of hazardous waste disposal plan. B. Construction Waste Management Plan Implementation: 1. The Contractor shall designate an on-site party (or parties) responsible for instructing workers and overseeing and documenting the Waste Management Plan. 2. The "Summary of Construction Waste/Recycling" shall be completed each month and submitted as part of Application for Payment. a. All materials identified in the Summary shall be reported by weight. b. Where weight is not applicable, Contractor shall report materials by units applicable to material recipient. C. Contractor shall procure receipts or other validation of waste management procedures and include them as part of the submittal. 3. The Contractor shall distribute copies of the "Summary of Construction Waste/Recycling" to the Consultant, Owner and each subcontractor involved in the plan. 4. The Contractor shall provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse and return methods to be used by all parties at appropriate stages of the Work. 5. Separation facilities: a. Contractor shall define specific areas to facilitate separation of materials for recycling, salvage, re -use or return. b. Recycle and waste bin areas are to be maintained in an orderly manner and clearly marked to avoid contamination of materials. C. Do not mix recyclable materials. d. Store hazardous wastes in secure areas. 6. Hazardous wastes: a. Hazardous wastes shall be separated, stored and disposed of in accordance with local and EPA regulations and additional criteria listed below: i. Building products manufactured with PVC or containing chlorinated compounds shall not be incinerated. ii. Disposal of fluorescent tubes to open containers is not permitted. iii. Unused fertilizers shall not be co -mingled with construction waste. Sebastian Corners Roof Replacement 01.7400-3 Cleaning and Waste Management 3.03 C. Program profits: 1. All profits from recycling of construction waste shall be granted to the Contractor. FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Final Acceptance. a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. e. Remove debris and surface dust from roofs and walls. f. Clean transparent materials and glass in windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. g. Remove labels that are not permanent. h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. i. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess foreign substances. j. Replace parts subject to unusual operating conditions. k. Leave Project clean and ready for occupancy. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 0174 00 Sebastian Corners -Roof Replacement. 017400-41 Cleaning and Waste Management SECTION 0177 00 CLOSEOUT PROCEDURES PART GENERAL 1.01 SECTION INCLUDES A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection Procedures. 2. Project Record Documents. 3. Warranties. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section. 1.03 SUBSTANTIAL COMPLETION A. The Contractor shall submit written certification to the Engineer that the Project is sub- stantially complete along with the following: 1. Prepare a list of items to be completed and corrected (Contractor's punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 4. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 5. Advise Owner of changeover in heat and other utilities. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 7. Complete final cleaning requirements, including touchup painting. 8. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Substantial Completion Inspection: On receipt of written substantial completion certifi- cation, the Engineer will make a substantial completion inspection within seven (7) days after receipt of certification. 1. Should the Engineer consider the Work not substantially complete, he will im- mediately notify the Contractor, in writing, stating the reasons. The Contractor shall complete the Work and send a second written notice to the Engineer, certi- fying the Project is substantially complete, at which time the Engineer will re- inspect the work. 2. Should the Engineer consider the Work substantially complete, Engineer will no- tify Owner and include a list of items to be completed or corrected (Punch List). 3. A punch list of items will be prepared for correction and completion before the Final Inspection. The Contractor shall complete the punch list items within fif- teen (151) days of the punch list inspection. If the Contractor fails to complete the Sebastian Corners Roof Replacement 01 77 00-1 Closeout Procedures punch list within this period, the Owner will have the right to impose liquidated damages in the amount of one thousand two hundred forty one ($1,241.00) dol- lars for each consecutive day until all of the items are completed. 1.04 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit signed copy of Engineer's inspection list of items to be completed or cor- rected (punch list). The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 2. Submit evidence of fastener pull tests to building department for archival. 3. Submit evidence of final, continuing insurance coverage complying with insur- ance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of prod- ucts, equipment, and systems. B. Final Inspection: The submission of the signed punch list constitutes as written request for final inspection for acceptance. On receipt of request, Engineer along with the Own- er's Representative will conduct a final inspection within seven (7) days of receipt of cer- tification. 1. Should the Engineer consider that the Work is finally complete in accordance with requirements of the Contract Documents, he will request the Contractor to make Project Closeout Submittals. 2. Should the Engineer consider that the Work is not finally complete, he will notify the Contractor, in writing, stating the reasons. 3. The Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written notice to the Engineer certifying that the Work is complete, at which time the Engineer will re -inspect the Work. 1.05 PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Pro- ject Record Documents from deterioration and loss. Provide access to Project Record Documents for Engineer's reference during normal working hours. 1. The Contractor shall submit all required record documents and warranties within thirty (30) days of the punch list inspection. If the Contractor fails to properly submit all required items within this period, the Owner will have the right to im- pose liquidated damages in the amount of one thousand two hundred forty one ($1,241.00) dollars for each consecutive day until all of the items are properly submitted. B. Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to pre- pare the marked -up Record Prints. a. Give particular attention to information on concealed elements that can - Sebastian Corners Roof Replacement 01,77 00-2 Closeout Procedures not be readily identified and recorded later. b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Mark record sets with erasable, red -colored pencil. Use other colors to distin- guish between changes for different categories of the Work at the same location. 3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifica- tions. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Note related Change Orders and Record Drawings, where applicable. D. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. The following items shall be submitted, not lim- ited to: 1. Completed and signed Engineer's Punch List 2. Copy of Manufacturer's Final Inspection Report 3. Fastener Pull Tests 4. Landfill Charge Tickets 5. Asbestos Disposal Manifests (If Applicable) 6. Certificate of Occupancy (If Applicable) 1.06 WARRANTIES A. Thermoplastic Single Ply Roofing System warranty as outlined in Section 07 54 00. B. Pre -finished Sheet Metal finish warranty as outlined in Section 07 62 00. C. Contractor's five (5) year warranty on their company letterhead using sample contained in the Project Manual. 1: Contractor will be required to attend two post construction field inspections: the first no earlier than twenty -three (23) months and no later than twenty-four (24) months after the date of Final Completion and the second no earlier than fifty- nine (59) months and no later than sixty (60) months. Contractor shall complete any corrective action requested by Owner, Engineer, or Manufacturer at no addi- tional cost to the Owner. D. Contractor's Asbestos -Free Warranty on their company letterhead using sample con - Sebastian Corners Roof Replacement 01 7700-3 Closeout Procedures tained in the Project Manual. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 0177 00 . Sebastian Corners Roof Replacement 01 77 00-4 Closeout Procedures SECTION 05 3123 STEEL ROOF DECK REPAIR/SECUREMENT PART1. GENERAL 1.01 SECTION INCLUDES A. Inspection, evaluation and remediation of existing steel roof deck. Remediation shall consist of the following: 1. Repair of surface rust and through holes in steel decking. 2. Replacement of damaged or deteriorated steel decking. B. Provide mechanical fasteners to secure steel decking to steel framing and to secure deck side and end laps. 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Rough Carpentry Section 06 10 00 2. Preparation for Reroofing Section 07 0150 3. Roof Insulation Section 07 22 16 4. Thermoplastic Single Ply Roofing Section 07 54 00 1.02 REFERENCES A. American Iron and Steel Institute (AISI) Standard- North American Specification for the Design of Cold -Formed Steel Structural Members, 2001 Edition with Supplement 2004. B. Steel Deck Institute, Inc. (SDI) Design Manual for Composite Decks, Form Decks, and Roof Decks (No. 31, 2007). C. American Institute of Steel Construction (AISC) Steel Construction Manual, 10 Edition D. FM Global Data Sheet 1-28 Wind Loads to Roof Systems (Revised January 2000). E. American Welding Society (ANSI/AWS)131.3 Structural Welding Code/Sheet Steel — 98 Structural Welding Code — Sheet Steel. F. ASTM International 1. A653 (A653M)-06 Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy - Coated (Galvannealed) by the Hot -Dip Process. 2. A924 (A924M)-06 Standard Specification for General Requirements for Steel Sheet, Metallic Coated by the Hot -Dip Process. 3. A 108-07 Standard Specification for Steel Bar, Carbon and Alloy, Cold -Finished. 1.03, SUBMITTALS A. Refer to Section 0133 00 -Submittal Procedures. B. Manufacturer's Product Data Sheets for all materials specified certifying material Sebastian Corners Roof Replacement 05 31 23-1 Steel Roof Deck Repair and Securement complies with all specified requirements. C. Latest edition of the Manufacturer's current material specifications and installation instructions. 1.04 QUALITY ASSURANCE A. Meticulous attention to the detail of installation and workmanship shall be provided to ensure the assemblage of. products in the highest grade of excellence by skilled craftsmen of the trade. PART2 PRODUCTS 2.01 MATERIALS A. Roof deck replacement/repair: Products specified are for establishing the type, design, and quality required. 1. Roof Deck: FM Approved or UL listed 22 gauge minimum; factory primed steel profile to conform to existing deck profile at end and side laps. 2. Roof Deck Fasteners: a. Deck -to -structural steel: Fasteners shall be FM Approved, self -drilling deck fasteners of length and type as required by fastener manufacturer for thickness of structural steel. Acceptable manufacturers include: i. ITW Buildex Corp. 12-24 Tek 5 ii. SFS Intec Impax 12-24 S135 iii. Blazer 1/4-20 DP5 b. Deck -to -deck side lap fasteners: Fasteners shall be FM Approved self - drilling deck side lap fasteners of length and type as required by fastener manufacturer for thickness of steel deck. Acceptable manufacturers include: i. ITW Buildex Corp. 10-16 Tek 3 ii. SFS Intec #10-16 SD3 iii. Blazer #10-16 DP3 3. Deck Repair Coating: Shall be high solids, low VOC, self -priming epoxy coating for use on steel structures such as: a. Amerlock 400 as manufactured by Ameron International b. Bar -Rust 231 as manufactured by Devoe C. High Build Epoxy Mastic as manufactured by Duron d. P45 Epoxy Mastic Coating as manufactured by Benjamin Moore & Co. 4. Deck Repair Plates: Shall be galvanized steel plates of thickness indicated. Plates shall be sized to extend a min. 8" beyond the through hole in existing decking on all sides with plate edges resting completely. on a rib. PART 3 EXECUTION 3.01 INSPECTION A. Contractor shall inspect roof deck in work areas noted on roof plan. Notify engineer of Sebastian Corners Roof Replacement 053123-2. Steel Roof Deck Repair and Securement additional damaged decking, or damaged structural elements. B. Before removing decking, cutting decking or fastening decking, the Contractor shall inspect interior conditions under the deck to prevent cutting or damaging the joists, electrical conduit, sprinkler piping, fixtures and utilities. The Contractor shall ensure conditions are satisfactory before proceeding with the work, and continuously monitor interior and exterior work conditions during demolition and construction operations. C. Commencement of work signifies Contractor's acceptance of conditions. Any defects in roofing work resulting from such accepted conditions shall be corrected to Engineer's satisfaction at no additional expense. D. The following descriptions indicate roof deck corrosion levels by degree. All roof deck areas are to be inspected and assessed a roof deck corrosion level of 1 through 5. Following the assessment, the appropriate Remediation Methods shall be conducted. Remediation methods shall follow the deck corrosion level descriptions. 1. Degree #1 a. Red rust on top flange. b. Dark brown rust scaling ontop flange. C. Dark brown rust scale removed by scraping/wire brushing to indicate minor pitting of the metal surface. d. Deck flutes discolored. 2. Degree #2 a. Red rust present on any of the deck surface. b. Dark brown rust scale present on any of the deck surface. C. Entire deck sections (flanges and flutes) have been or can be readily removed during examination or areas of decking are missing, up to 8" in any one direction. 3. Degree #3 a. Red rust present on any of the deck surface. b. Dark brown rust scale present on any of the deck surface. C. Entire deck sections (flanges and/or flutes) have been or can be readily removed during examination or areas of decking are missing, from 8" to 13" in any one dimension. 4. Degree #4 a. Red rust present on any of the deck surface. b. Dark brown rust scale present on any of the deck surface. C. Entire deck sections (flanges and/or flutes) have been or can be readily removed during examination or areas of decking are missing, from 13" to 24" in any one dimension. 5. Degree #5 a. Red rust present on any of the deck surface. b. Dark brown rust scale present on any of the deck surface. C. Entire deck sections (flanges and/or flutes) have been or can be readily removed during examination or areas of decking are missing, 24" or Sebastian. Corners Roof Replacement 05 3123-3 Steel Roof Deck Repair and Securement greater in any one dimension. 3.02 PREPARATION A. Completely remove and/or vacuum debris from deck surface and ribs to allow for inspection of existing deck, and to fasten existing and new decking. B. Remove and properly dispose of all damaged decking (Corrosion Degree Level 5) and back-out/remove deck fasteners in the repair area. C. Contractor shall take all necessary precautions to prevent debris from entering building space, and coordinate operations with Engineer and Owner. D. Contractor shall provide temporary protection of building interior and contents to prevent damage. 3.03 STEEL DECK REMEDIATION A. Corrosion Degree 1: 1. Remove all loose dirt, rust, moisture, grease or other contaminants from the surface with a power wire brush. 2. Vacuum the roof deck surface clean. 3. Properly mix deck repair coating according to manufacturer's recommendations. 4. Do not mix more material than can be used in the materials expected pot life. 5. Material should be from 50° F to 90° F for optimum application. 6. Brush or roller apply deck repair coating as recommended by manufacturer. 7. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch before roof insulation is installed. B. Corrosion Degree 2: 1. Remove all loose dirt, rust, moisture, grease or other contaminants from the surface with a power wire brush. 2. Vacuum the roof deck surface clean. 3. Mechanically attach 18 ga deck repair plate to deck ribs with deck to side lap fasteners 8" on center maximum or a minimum of 2 screws per side. 4. Properly mix deck repair coating according to manufacturer's recommendations. S. Do not mix more material than can be used in the materials expected pot life. 6. Material should be from 50° F to 90° F for optimum application. 7. Brush or roller apply deck repair coating as recommended by manufacturer. 8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch before roof insulation is installed. C. Corrosion Degree 3: 1. Remove all loose dirt, rust, moisture, grease or other contaminants from the surface with a power wire brush. 2. Vacuum the roof deck surface clean. 3. Mechanically attach 16 ga deck repair plate to deck ribs with deck to side lap fasteners 8" on center maximum or a minimum of 2 screws per side. 4. Properly mix deck repair coating according to manufacturer's, recommendations. 5. Do not mix more material than can be used in the materials expected pot life. 6. Material should be from 50° F to 90° F for optimum application. 7. Brush or roller apply deck repair coating as recommended by manufacturer. Sebastian Corners Roof Replacement 05 31 23-4 Steel Roof Deck Repair and Securement 8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch before roof insulation is installed. D. Corrosion Degree 4: 1. Remove all loose dirt, rust, moisture, grease or other contaminants from the surface with a power wire brush. 2. Vacuum the roof deck surface clean. 3. Mechanically attach 1/8" thick deck repair plate to deck ribs with deck to side lap fasteners 8" on center maximum or a minimum of 2 screws per side. 4. Properly mix deck repair coating according to manufacturer's recommendations. 5. Do not mix more material than can be used in the materials expected pot life. 6. Material should be from 50° F to 90° F for optimum application. 7. Brush or roller apply deck repair coating as recommended by manufacturer. 8. Allow coating to dry a minimum of 30 minutes. Coating shall be dry to touch before roof insulation is installed. E. Corrosion Degree 5: 1. Examine underside of steel deck for any conduit located directly below the deck surface, anything suspended or fastened to the deck surface, etc. If necessary, detach all objects from the bottom side of the deck to be removed. 2. Any deck meeting Corrosion Degree 5 shall be removed in its entirety. 3. Provide roof deck where existing is removed. 4. Overlap all deck end laps no less than 6" and as required to secure through both panels and into the structural steel. Lap ends only over structural framing. Deck fasteners shall penetrate deck panels no less than 2" from the edge of the panel. 5. Overlap all deck side laps to nest flush into neighboring deck panel. Install a minimum of two deck side lap fasteners. 6. Workers shall apply their weight over the area being fastened to prevent deck deflection and ensure complete contact between fasteners, deck and/or structural steel. 7. Follow deck Manufacturer's instructions and the latest edition of the Steel Deck Institute (SDI) Specifications and Commentary. 3.04 STEEL DECK SECUREMENT A. Fasten all steel deck panels to steel framing and steel deck side laps as indicated in the contract drawings. 1. Field of Roof. Fasten deck to joists 12" on centers, one fastener in every other deck rib. 2. Perimeter of Roof: Fasten deck to joists 6" on centers, one fastener in every deck rib. 3. Deck Side -Lap Fastening: a. Install two (2) deck panel side -lap fasteners between joists. Equally space the. fasteners no greater than 30" apart. 4,. Fastener position/location: a. Deck fasteners shall be driven in the center of the bottom of the deck rib. The fasteners shall be driven within +/- 1/4" of the center of the structural steel bearing surface. The fasteners shall be driven along the center of the structural steel member, not near the edge of the structural steel. Sebastian Corners Roof Replacement 05 31 23-5 Steel Roof Deck Repair and Securement b. Deck side lap fasteners shall be driven into the deck rib such that ,both panels are penetrated. The side lap fastener shall be located along the center of the bottom of the rib. 5. Workers shall apply their weight over the area being fastened to prevent deck deflection and ensure complete contact between fasteners, deck and/or structural steel. 3.05 MISCELLANEOUS A. Contractor shall monitor the inside of the building at all times during removal and replacement of damaged steel decking to prevent damage to building, equipment and occupancy. B. Contractor shall monitor all hot work operations in strict accordance with the Owners requirements and local Code. These operations include, but are not limited to, cutting, welding, soldering, brazing, grinding, etc. and any and all other spark or flame producing operations. END OF SECTION 05 3123 Sebastian Corners Roof Replacement 05 31 23-6 Steel Roof Deck Repair and Securement PART GENERAL 1.01 1.02 1.03 01 A. SECTION 0610 00 ROUGH CARPENTRY SECTION INCLUDES Rough Carpentry work required to facilitate installation of new roof assembly including: 1. Provide pressure treated wood blocking and plywood sheathing. 2. Re-securement of existing rough carpentry to remain in place. 3. Removal and replacement of damaged, rotted or deteriorated rough carpentry with pressure treated rough carpentry to match existing. RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Steel Roof Deck Repair/Securement Section 05 3123 2. Preparation for Reroofing Section 07 0150 3. Roof Insulation Section 07 22 16 4. Thermoplastic Single Ply Roofing Section 07 54 00 5. Sheet Metal Flashing and Trim Section 07 62 00 REFERENCES A. Refer to the following references, current edition for specification compliance: 1. Florida Building Code (FBC) 2. ASTM International 3. American Wood -Preserver's Association (AWPA) a. AWPA E12 - Standard Method of Determining the Corrosion of Metal in Contact with Wood. b. AWPA M4 - Standard for the Care of Preservative Treated Wood Products. C. AWPA P5 - Standard for Waterborne Preservatives. d. AWPA P23 - Standard for Chromated Copper Arsenate Type C (CCA - C). e. AWPA P25 - Standard for Inorganic Boron (SBX). f. AWPA P26 - Standard for Alkaline Copper Quat Type A (ACQ-A). g. AWPA P27 - Standard for Alkaline Copper Quat Type B (ACQ-B). h. AWPA P28 - Standard for Alkaline Copper Quat Type C (ACQ-C). i. AWPA P29 - Standard for Alkaline Copper Quat Type D (ACQ-D). j. AWPA P47 - Standard for DCOI/Imidacloprid/Stabilizer, Waterborne (EL2). k. AWPA P48 - Standard for Copper Azole Type C (CA -C). 1. AWPA T1 - Use Category System: Processing and Treatment Standard. in. AWPA Ul - Use Category System: User Specification for Treated Wood. 4. American Plywood Association (APA) Sebastian Corners Roof Replacement 061000-1. Rough Carpentry 5. American National Standard a. ANSI/SPRI ES -1 Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems 6. Underwriters Laboratories, Inc. (UL) 7. FM Global/Factory Mutual Research (FM) 1.04 DEFINITIONS A. Rough Carpentry includes carpentry work not specified as part of other Sections and generally not exposed. B. KDAT: Kiln Dried After Treatment. 1.05 SUBMITTALS A. Refer to Section 01 33 00 -Submittal Procedures for Submittals. B. Manufacturer's Product Data Sheets for all materials specified certifying material complies with this specification. 1.06 QUALITY ASSURANCE A. Contractor shall inspect wood to be installed for damage, warping, splits, and moisture content as defined by the applicable wood products industry standards. Materials that do not comply shall be rejected. B. Rough carpentry installation shall present a smooth, consistent substrate for roof system and flashing installation. C. Qualifications of workers: Provide sufficient, competent and skilled carpenters in accordance with accepted practices and supervisors who shall be present at all times during execution of this portion of the work, and who shall be thoroughly familiar with type of construction involved in this section and related work and techniques specified. D. Moisture Content: 1. Treated wood products shall be KDAT. 2. Treated lumber used in the roofing assembly shall not be stored or installed in a manner exposing it to rain. 3. Moisture content of treated lumber shall be 19 percent or less before being covered/enclosed into roofing assembly. 4. Contractor shall be responsible for ensuring lumber is delivered, stored and installed at 19% or less moisture content. 5. Plywood shall be 18% or less before being covered/enclosed into roofing assembly. E. Each piece of treated lumber and plywood shall bear the stamp of the AWPA Quality Mark, indicating compliance with the requirements of the AWPA Quality Control Program. F. Lumber Standards: Comply with PS 20 and applicable rules of respective grading and inspecting agencies for species and products indicated. Sebastian Corners Roof Replacement 06,1000-2 Rough Carpentry G. Plywood Product Standards: Comply with PS 1 (ANSI A 199.1) or, for products not manufactured under PS 1 provisions, with applicable APA Performance Standard for type of panel indicated. H. Installation of all required new rough carpentry for roofing and flashing terminations to ensure plumb, uniform and level metal flashings. I. Rough carpentry installation shall ensure roof membrane flashing transitions are smooth for complete roof drainage and appearance. J. Installation of all fasteners and associated materials to secure rough carpentry as detailed and specified. 1.07 DELIVERY, STORAGE, AND HANDLING A. Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Store a minimum of four inches above ground on framework or blocking. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks. Cover with protective waterproof covering providing for adequate air circulation and ventilation B. Exposure to precipitation during shipping, storage or installation shall be avoided. If material does become wet, it shall be replaced or permitted to dry prior to covering or enclosure by other roofing, sheet metal or other construction materials (except for protection during construction). C. Immediately upon delivery to job site, place materials in area protected from weather. D. Do not store seasoned materials in wet or damp portions of building. E. Protect sheet materials from corners breaking and damaging surfaces, while unloading. PART2 PRODUCTS 2.01 MATERIALS A. Lumber: Shall Be No. 2 or better spruce or southern yellow pine. Shall be sound, thoroughly seasoned, dressed to nominal finish dimension, and free of warpage, cupping, and bowing. Dimensions shall be determined by job conditions or as indicated in detail drawings. B. Plywood Sheathing: Shall be structural 1 rated. Plywood shall be stamped APA RATED SHEATHING grade -C or better, and shall be manufactured with exterior glue (exposure 1). Plywood shall have a minimum thickness of 3/4 inch or as required to match existing. C. Preservative Treatment for Above Ground Use: 1. Treatment: ACQ as manufactured for Viance in accordance with AWPA U1 and P5, P26, P27, P28, P29 as appropriate. a. Use 0.15 lb/cu ft (2.4 kg/m3) of ACQ in accordance with AWPA U1: (UC3B) as appropriate. 2. Treatment: Ecolife or EL2 as manufactured by Viance. Sebastian Corners Roof Replacement 0610.00-3 Rough Carpentry a. Use 0.0 19 lb/cu ft (0.3 kg/m3) of Ecolife or EL2 (+ 0.2 Ib/cu ft MCS) in accordance with AWPA U1 (UC3B) as appropriate. 3. Treat wood in the following locations: a. In contact with roofing, flashing, or waterproofing. b. In contact with masonry or concrete. C. Within 18 inches (450 mm) of grade. d. Exposed to weather. e. Other locations indicated. 2.02 FASTENERS A. General: 1. All fasteners shall be stainless steel or as approved by Engineer. 2. Fasteners securing pressure treated lumber shall be manufactured for corrosion resistance and exposures associated with pressure treated wood applications. 3. Nails shall not be used at roof edges to fasten rough carpentry, lumber, plywood, etc. Screws, anchors, and/or machine bolts shall be used to secure rough carpentry at roof perimeter edges. 4. Masonry screws, spikes, and drive -pins shall not be used to fasten edge/perimeter nailers to concrete decks. Minimum ''/z" diameter anchors or bolts shall be used to secure roof edge nailers to concrete substrates. B. Wood to steel deck and light gage steel framing (16-ga. or less): 1. Shall be #14-13 DP 1, pancake or panhead, corrosion resistant, ASTM A153, FM Approved, self -drilling and self -tapping screw, length to provide minimum 3 pitches of thread through metal thicknesses. Acceptable manufacturers include: a. ITW Buildex Teks b. Concealor® C. Blazer d. SFS Intec e. Engineers accepted equivalent. C. Wood to wood: 1. Screws: No. 10 or greater, stainless steel wood screws with flat head, or insulation screws. Length to embed into base substrate a minimum of 1-1/2". 2. Nails: 8, 10 or 16 penny, stainless steel, ring shank nails. Length to embed into base substrate a minimum 1-1/2". Acceptable manufacturers include: a. Maze Nails b. Anchor Staple and Nail C. Swan Secure Products d. Manasquan Premium Fasteners e. Engineers accepted equivalent. D. Wood to brick, concrete block, other masonry units, and solid concrete substrates: 1. Epoxy adhesive anchoring system: Minimum 1/2 inch diameter, corrosion resistant threaded rods supplied by the anchoring system manufacturer, length as Sebastian Corners Roof Replacement 06 10 00-4 Rough Carpentry required to provided minimum. embedment as required by fastener manufacturer based upon substrate being secured. Screen for substrate provided by fastener manufacturer. Corrosion resistant nut and 1-1/2" diameter flat washer. Acceptable manufacturers include: a. Hilti Hit Hy -10 Plus b. Powers Fasteners, Inc. AC 100 Anchoring System C. ITW Ramset Epcon C6 Fast Curing Epoxy d. Engineers accepted equivalent E. Wood to solid concrete substrates: 1. Masonry screws, 1/4 inch minimum diameter, Type 410 stainless steel with flat head. Length to provide minimum 1" embedment into substrate. Acceptable manufacturers include: a. Tapcon by ITW Buildex, b. KWIK-CON II by Hilti C. Powers Fasteners Tapper + d. Engineers accepted equivalent. 2. Sleeve -Type, or Wedge -Type, Expansion Anchor: Minimum 1/2 inch diameter, Type 304 or 316 Stainless Steel, Expansion Anchor Bolt Assembly of length as required to provided minimum embedment as required by fastener manufacturer based upon substrate being secured. Acceptable manufacturers include: a. Lok/Bolt, Power Bolt or Power -Stud by Powers Fasteners b. Redi-Bolt, Dynabolt or Trubolt by Red Head Anchoring Systems C. Kwik Bolt by Hilti d. Engineers accepted equivalent. F. Wood to structural steel (greater than 12 -GA.): 1. #12-24 DP5 (for steel thickness up to 1/2") or DP4 (for steel thickness from 1/8" to 3/8"), flat or hex head, corrosion resistant, self-drilling/self-tapping fastener of length to provide minimum 3 pitches of thread through metal thicknesses. Acceptable manufacturers include: a. ITW Buildex Teks b. SFS Intec C. Blazer d. Engineers accepted equivalent G. Wood to Grouted Cavity: 1. Grout: High strength, non-metallic, non -shrink grout for precision grouting and general construction Conform to ASTM C476 and ASTM C 1107. Acceptable manufacturers include Commercial Grade Quikrete, Precision Grout, Kauffman SureGrout or. Engineers accepted equivalent. Grout type proportioned by volume as follows: a. Portland cement or blended hydraulic cement: one part. b. Hydrated lime: 0 to 1/10 part. C. Fine aggregate: 2-1/4 to three times sum of volumes of cement and lime Sebastian Corners Roof Replacement 061000-5 Rough Carpentry used: d. Coarse aggregate: one to two times sum of volumes of cement and lime used. e. Sum of volumes of fine and coarse aggregates: Do not exceed four times sum of volumes of cement and lime used. 2. Bolt: corrosion resistant threaded J bolt meeting ASTM A 307, Grade A with ASTM A 563 hex nuts and flat washers, diameter of 1/2". H. Toggle Bolt: Shall be '/4" diameter toggle bolt consisting of machine screw and spring wing toggle with flat mushroom head, length as required by conditions. I. Washers: Fasteners heads for screws, anchors and bolts terminating at the surface of nailers shall be provided with a minimum 5/8 inch diameter, stainless steel or similar corrosion resistance flat washer provided by fastener manufacturer, unless washer is provided from factory as part of the fastener assembly. PART 3 EXECUTION 3.01 INSPECTION A. Contractor shall inspect substrates to receive rough carpentry, and ensure substrates are in satisfactory condition prior to installation of rough carpentry. B. Contractor shall inspect all new and existing rough carpentry including fasteners for material condition before proceeding with installation. Deteriorated, rotted, damaged, split, warped, twisted or wet materials shall be removed and replaced with specified materials. C. Contractor shall remove old cants, tapered edge strips, debris, old fasteners, etc. that interfere with the installation of new rough carpentry. D. Contractor shall notify Engineer in writing of unsatisfactory conditions. E. Commencement of work signifies Contractor's acceptance of substrates. Any defects in roofing work resulting from such accepted substrates shall be corrected at no additional expense to the Owner. 3.02 PREPARATION A. Steel/Metal Substrates: 1. Any pressure treated wood to contact steel or metal shall have the steel/metal coated with a heavy coating of asphalt primer. B. Roof Deck and Structure: 1. Roof deck and structure shall be dried and broomed and/or vacuumed clean of debris and foreign matter prior to installation of the new rough carpentry. 2. Contractor shall adjust substrates to receive rough carpentry to ensure completed rough carpentry installation is acceptable for roofing and sheet metal flashings. 3. Steel decking shall be coated with a uniform, heavy application of asphalt primer, or separated by membrane or other acceptable means to prevent contact between steel and treated wood products. Sebastian Corners. Roof Replacement 06 10 00-6 Rough Carpentry 4. Treated lumber shall not make direct contact with light gage steel decking. C., Masonry Walls: 1. Adhesive anchors: a. Contractor shall follow adhesive anchor manufacturer's published instructions for preparation and installation. b. Pre -drill hole or clean-out existing gap/hole for adhesive anchors. C. Use compressed air to blow-out all dust and moisture. Dust and moisture will result in failure of anchors and shall be removed before installing adhesive anchors. 2. Grouted anchors: a. Contractor shall follow grout manufacturers published instructions for preparation and installation. b. Clean masonry cavity and install grout stop to prevent grout from entering below the desired cavity area. 3.03 INSTALLATION A. Remove existing damaged or deteriorated wood blocking, nailers, and curbs and replace with new material of same dimensions. B. Re -secure all existing wood nailers at roof edges that are to remain. Fastener type and 61 spacing shall comply with this specification. C. Install new wood blocking, nailers, and curbs to achieve a minimum eight inch flashing height above the roof membrane. Wood nailers at perimeter roof edges and expansion joints shall be installed to match insulation height. Maintain constant nailer height at perimeter edges. D. Wood blocking and nailers shall be installed concurrently with roof system installation. Removal of insulation and/or folding back of roof membrane to install wood blocking and nailers at a later date is not acceptable. E. Set rough carpentry to required levels and lines, with members plumb, true to line, material cut to fit, and braced to hold work in proper position. Use a belt sander to remove any obtrusive surface irregularities. Drive nails and spikes home; and pull bolt nuts tight with heads and washers in close contact with the wood. F. Fit rough carpentry to other construction; scribe and cope for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. All joints between wood shall be installed for a smooth transition. G. Attachment: 1. The Contractor shall consult the fastener manufacturer's published literature and follow the recommended requirements for pre -drilling, cleaning, placement and compatibility of substrates. Follow manufacturer's requirements for fasteners spacing, substrate preparation and substrate embedment where not specified. 2. Securely attach rough carpentry work to substrate with fasteners. Anchor to resist a minimum force of 300 lbs/lineal foot in any direction. Sebastian Corners Roof Replacement 06 10 00-7 Rough Carpentry 3. Rough carpentry attachment shall meet the requirements herein and that of the current FM Loss Prevention Data Sheet 1-49, Perimeter Flashing. 4. Install bolts flush with the top surface of nailers where possible to avoid countersinking. Bolt bottom nailers then fasten upper nailers where possible. Countersink bolts, nuts and screws flush with wood surfaces only as detailed. 5. Install fasteners without splitting wood. Pre -drill where necessary. Split or damaged wood shall be removed, or repaired and/or re -secured to provide acceptable conditions. 6. For anchors, pre -drill concrete and masonry units to prevent damage or cracking of the masonry. Consult fastener manufacturer's published guides. Damaged masonry shall be repaired, and fasteners shall be removed and re -installed in an acceptable location. 7. Fastener spacing: Fasteners shall be staggered 1/3 the board width and installed within 6" of each end. a. Bolts, adhesive anchors, wedge and sleeve anchors, and machine bolts securing nailers shall be spaced 48 inches on center, staggered and an additional fastener within 6 inches of each end of nailer to prevent boards from twisting at board joints. Secure at 24" on center in corners (Zone 3) of the roof area. b. Screws and 1/4 inch diameter anchors securing wood to concrete or masonry units shall be spaced 12 inches on center maximum, staggered, with fasteners installed at each end of nailer lengths to prevent wood from twisting at board joints. C. Screws securing wood to wood shall be installed 12 inches apart, staggered, with two screws installed within 6 inches of each end of nailer lengths to prevent wood from twisting at board joints. d. Screws securing wood to steel decking shall be 12 inches apart. e. Self -drilling, and/or pre -drilled self -tapping screws securing wood to structural steel shall be spaced 12 inches apart, staggered, with one screw within 6 inches of each end of nailer lengths to prevent wood from twisting at board joints. f. Nails securing wood to wood shall be spaced 12 inches apart, staggered, with two nails installed within 6 inches of each end of nailer lengths to prevent wood from twisting at board joints. H. Select fasteners of size and length that will not be exposed from the building interior and/or from the ground, or remove protruding fasteners, paint or finish to eliminate exposure. Thickness of wood nailers shall be flush with adjacent insulation and other materials. Additional fasteners shall be installed to ensure nailers are flush. J. Unless otherwise detailed, plywood used as blocking or shim shall be installed below dimensional lumber such that the fastener head terminates at the dimensional lumber surface. K. Wood nailers at roof perimeters, expansion joints, roof area dividers, etc. shall not be less than 3 feet long. L. When multiple nailers are installed stacked two high or more, offset nailers no less than 12" such that joints at nailer end do not line-up vertically. M. Each end of nailers shall be fastened with additional fasteners to ensure . a smooth Sebastian Corners Roof- Replacement 06 10 00-8 Rough Carpentry transition at butted joints, and to prevent warping and/or twisting. N. Shims: 1. The Contractor shall add plywood and lumber shims as required for the specified height and thickness. 2. Shims shall make full contact with stacked rough carpentry. Partial shim contact, and small shim pieces spaced apart are not acceptable. 3. Plywood used as blocking or shim shall be installed below dimensional lumber such that the fastener head terminates at the dimensional lumber surface. O. Curbs: 1. Adjust wood curbs to support rooftop piping, ducts, equipment, etc. 2. Raise equipment to provide required flashing height for roofing. 3.04 CLEAN-UP A. The Contractor shall ensure the site and building are cleaned to meet pre -construction conditions, as accepted by the Owner. B. The site and building shall be free of saw dust from pressure treated lumber, fasteners. and other debris. C. Damages to the building, grounds, equipment and site shall be repaired or replaced by the Contractor to meet pre -construction conditions, as accepted by the Owner. END OF SECTION 0610 00 Sebastian Corners Roof Replacement 06 10 00-9 Rough Carpentry SECTION 07 0150 PREPARATION FOR REROOFING PART GENERAL 1.01 SECTION INCLUDES A. Preparatory work to be completed prior to roof installation including but not limited to: 1. Removal of existing roof assemblies down to the structural deck. 2. Repairs to structural deck. 3. Fastener withdrawal tests on Sectors A & B. 4. Soil pipe extensions. 5. Installation and/or modification of through wall overflow scuppers. 1.02 ' RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Steel Roof Deck Repair/Securement Section 05 3123 2. Rough Carpentry Section 06 10 00 3. Roof Insulation Section 07 22 16 4. Thermoplastic Single Ply Roofing Section 07 54 00 1.03 DEFINITIONS A. Removal: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain property of the Owner. B. Existing to remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Engineer, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and rein- stalled in their original locations. C. Material ownership: Except for items or materials indicated to be reused, salvaged, rein- stalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site. 1.04 EXISTING ROOF ASSEMBLIES* A. Roof Sectors A & B 1. Multi -ply built-up roofing membrane with a granule surfaced membrane cap sheet installed in hot asphalt 2. 1/2" perlite insulation 3. Polyisocyanurate insulation mechanically attached 4. Steel deck *Roof system composition is based on random sampling. Contractor is responsible for verification of roof system composition. Sebastian Corners Roof Replacement 0701,50-1. Preparation for Reroofing 1.05 SUBMITTALS A. Refer to Section 01 33 00 -Submittal Procedures for Submittals. B. Manufacturer's Product Data Sheets for all materials specified certifying material com- plies with this specification. 1.06 QUALITY ASSURANCE A. Qualifications: Previous experience removing existing roof systems. B. Requirements: Contractor to comply with governing EPA regulations and haul- ing/disposal regulations of authorities having jurisdiction. 1.07 SCHEDULING A. Conduct demolition so that Owner's operations will not be disrupted. Provide 72 hours notification to Owner of activities that will affect Owner's operations. 1.08 WARRANTIES A. Any damage to existing items under warranty shall be repaired/replaced with materials acceptable to the Warrantor. PART2 PRODUCTS 2.01 MATERIALS A. Steel Deck 1. Refer to Specification Section 05 3123. B. Galvanized Steel Plates for Concrete Deck Openings of size to extend a minimum of 6" beyond opening on each side of thickness as indicated in Contract Drawings. 1. Deck opening up to 8" in any one direction: 18 gauge 2. Deck opening from 8" to 13" in any one direction: 16 gauge 3. Deck opening from 13" to 24" in any one direction: 1/8" thick 4. Deck opening greater than 24" in any one direction: Steel deck or plate as deter- mined by Engineer C. Soil Pipe Extensions: 1. Acceptable Manufacturer: a. OMG Tubos b. Engineers accepted equivalent . 2. Soil Pipe Extension: Solid -wall PVC fitting consisting of pipe and splice sleeve inserts, configured for insertion and sealing to existing plumbing vent piping, sized to fit inside diameter of plumbing vent piping, enabling extension of piping to field -determined height: a. Material: Solid -wall PVC, white. b. Splice Sleeve Insert: Sebastian Corners Roof Replacement 0701 50-2 Preparation for Reroofing i. 6 inches Length at both ends of precut extension. ii. Outside Diameter to be 1/4" less than outside diameter of soil pipe. C. Length: i. Overall Length: 28 inches. ii. Net Usable Length: 16 inches excluding Splice Sleeve Inserts. d. Sealant: Single -Component, Nonsag, Urethane Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT, and acceptable to roofing membrane manufacturer. PART 3 EXECUTION 3.01 EXAMINATION A. Survey existing conditions to determine extent of demolition. B. Record the conditions of items to be removed/reinstalled and items to be re- moved/salvaged. C. Contractor shall not remove any element that may result in structural deficiency or col- lapse of any part of the structure or adjacent structures during demolition. D. Contractor to inspect substrate for soundness and notify Engineer in writing of any defi- ciencies. Commencement of work signifies Contractor's acceptance of site conditions. 3.02 UTILITIES/SERVICES A. Maintain existing utilities that are to remain in service and protect them against damage during selective site demolition unless authorized in writing by the Owner and authorities having jurisdiction. 1. Locate all conduits and equipment attached to the underside of the decking prior to reroofing. Insulation fastener locations are not to disturb existing conduits or interior components/equipment. 2. If utilities serving occupied portions of the site must be shut down, temporary services shall be provided. 3. Provide 72 hours notice to Owner if shut down is required. 4. Where services are to be removed, relocated or abandoned, provide necessary bypass connections to remaining occupied buildings and areas. 3.03 PREPARATION A. Do not begin demolition until utilities have been disconnected/sealed and have been veri- fied as such in writing. B. Do not close off or obstruct streets, walks or other adjacent occupied facilities without permission from Owner and authorities having jurisdiction. C. Provide safe conditions for pedestrians. Erect temporary protection such as walkways, fences, railings and canopies as required by OSHA and other governing authorities. Sebastian Corners Roof Replacement 0701 50-3 Preparation for Reroofing D. Provide protection for adjacent building, appurtenances and landscaping to remain.. Erect temporary fencing around trees to remain. E. Provide temporary weather protection as required to prevent water leakage and damaged to exterior or interior of adjacent structures. 3.04 POLLUTION CONTROLS A. Use water, mist, temporary enclosures and other suitable methods to limit the spread of dust and dirt. Comply with local EPA regulations. 1. Do not use water where damage may occur or where hazardous conditions would be created such as ice or flooding. 3.05 REMOVALS A. Demolish and remove existing construction only to the extent required by new construc- tion. B. Remove all existing roofing, roof insulation, membrane and sheet metal and discard. C. Remove or correct any obstruction which might interfere with the proper application of new materials. , D. Lift or remove all existing equipment so that existing flashings can be totally removed and new flashings installed. E. Remove debris from existing materials to provide clean, dry substrate. F. Demolish concrete and masonry in small sections. Cut concrete and masonry at juncture with construction to remain using powered masonry saw, core drill or hand tools. Do not use powered impact tools. G. Remove and transport debris in a manner that will prevent damage/spills to adjacent buildings and areas. H. Dispose of demolished items and materials on a daily basis. On-site storage of removed items is not permitted. I. Transport demolished materials off-site and dispose of materials in a legal manner. J. Perform progress inspections to detect hazards resulting from demolition activities. 3.06 FLASHING HEIGHTS A. Permanently raise roof top equipment as required to achieve 8" minimum flashing height. B. Provide additional wood blocking to top of parapet walls and expansion joints to achieve minimum 8" flashing height. C. Extend all existing sanitary vents to height required by the applicable Plumbing Code, but no less than 8 inches and no more than 12 inches above the finished roof system. Refer to Soil Pipe Extension as indicated below. Sebastian Corners Roof Replacement 0701 50-4 Preparation for Reroofing 3.07 SOIL PIPE EXTENSION A. Preparation 1. Remove existing flashing from plumbing vent piping to extent required to enable installation of new plumbing vent pipe extensions and completion of flashings. 2. Clean plumbing vent piping to ensure that joint surfaces are clean, dry, and free from contamination including dirt, oils, grease, tar, wax, rust, and other substanc- es that may inhibit adhesive or sealant performance. B. Installation 1. Insert end of plumbing vent pipe extension into existing plumbing vent piping. a. Verify circumference of existing plumbing vent piping and plumbing vent pipe extension is appropriate to achieve secure, rigid installation. b. Mark plumbing vent pipe extension at required height above finished roof surface level, and cut to required length. C. Apply adhesive or sealant to plumbing vent piping as appropriate to ex- isting pipe material and plumbing vent pipe extension, and mate plumb- ing vent pipe extension to existing piping. Apply adequate adhesive or sealant to achieve secure, rigid installation. 3.08 SCUPPER INSTALLATION A. Locate bottom of overflow scupper 2 inches above surface of the roof system. B. Remove existing masonry and store for reuse if in good condition. Reinstall masonry units to extent possible. Provide new brick or concrete masonry units to match existing. C. Extend opening through entire thickness of parapet. Take precautions to avoid damaging adjacent wall surfaces. D. Provide finished openings as indicated. E. Install veneer materials of same type, size and finish to match existing. Set units in full beds of mortar to match adjacent joints in thickness. Tool joints to match. F. Repair exterior finish to match adjacent surfaces. 3.09 FASTENER WITHDRAWAL TESTS A. Conduct fastener pull tests in accordance with ANSI/SPRI FX -1-2016 requirements. Per- form a minimum of 5 pull tests per individual roof area. Provide a report along with a roof plan showing test locations and corresponding withdrawal value of each pull test. Minimum withdrawal value to be 180 pounds. Testing to be performed either by manu- facturer of fasteners tested or by roof manufacturer. 3.10 CLEANING A. Inspect the site daily and clean up debris and hazards at the end of each day. Adjacent roads, drives and walkways shall remain in operation and free from construction materi- als debris. B. Clean adjacent structures of dust dirt and debris. Return adjacent areas to original condi- tions to the satisfaction of the Owner. END OF SECTION 07 0150 Sebastian Corners Roof Replacement SECTION 07 22 16 ROOF INSULATION PART GENERAL 1.01 SECTION INCLUDES A. Roof Sector A: Prepare existing steel deck, loose lay insulation system and provide crickets where indicated on contract documents. Then mechanically attach gypsum overlayment through insulation system into top flange of steel deck. B. Roof Sector B: Prepare existing steel deck, loose lay tapered insulation system and provide crickets where indicated on contract documents. Then mechanically attach gypsum overlayment through insulation system into top flange of steel deck. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Steel Roof Deck Repair/Securement Section 05 3123 2. Rough -Carpentry Section 06 10 00 3. Preparation for Reroofing Section 07 0150 4. Thermoplastic Single Ply Roofing Section 07 54 00 1.03 REFERENCES A. Refer to the following references for specification compliance: 1. Florida Building Code (FBC) 2. National Roofing Contractors Association — NRCA 3. FM Global 4. Underwriters Laboratories, Inc. — UL 5. ASHRAE Standard 90.1 1.04 DESCRIPTION A. R Value 1. The minimum continuous "R -value" for the above deck insulation system shall be 20 and in accordance with the current Energy Conservation Code and ASHRAE 90.1. 2. R value to be based on Long -Term Thermal Resistance (LTTR) for polyisocyanurate insulation and manufacturer's published data for all other insulation components, as tested in accordance with ASTM C177, C236, C518 or C976. 1.05 SUBMITTALS A. Refer to Section 0133 00 -Submittal Procedures for requirements. B. Manufacturer's Product Data Sheets for all materials specified certifying material complies with all specified requirements. Sebastian Corners Roof Replacement 07 22 16-1 Roof Insulation C. Tapered insulation plan from material supplier with minimum R -value for each roof area. D. Latest edition of the Manufacturer's current material specifications and installation instructions. 1.06 QUALITY ASSURANCE A. Insulation to be installed in accordance with their respective manufacturer's requirements. B. Insulation(s) not bearing UL label at point of delivery shall be rejected. C. Insulation damaged or wetted before, during, or after installation shall be removed from the job site no later than the next working day from the day such damage or moisture contamination is noted. D. Wind Design: Install insulation system to meet the required wind uplift pressures as specified on construction drawings. 1.07 DELIVERY, STORAGE, AND HANDLING A. Delivery: Material shall be delivered in the manufacturer's original sealed and labeled shrouds and in quantities to allow continuity application. B. Storage: Materials shall be stored out of direct exposure to the elements on pallets or dunnage at least 4 inches above ground level at site location acceptable to Owner. 1. Utilize tarps that will completely cover materials to prevent moisture contamination. Remove or slit factory shrouds and/or visqueen; do not use these materials as tarps. 2. Install vapor retarders under material storage areas located on the ground. 3. Remove damaged or deteriorated materials from the job site. C. Handling: Material shall be handled in such a manner to preclude damage and contamination with moisture or foreign matter. 1.08 PROJECT CONDITIONS A. Insulation shall not be applied during precipitation. Contractor assumes all responsibility for starting installation in the event there is a probability of precipitation occurring during application. B. Contractor will take necessary action to restrict dust, asphalt, and debris from entering the structure. C. No more roofing will be removed than can be replaced with insulation, membrane and base flashings in the same day to create a watertight installation. PART2 PRODUCTS 2.01 MATERIALS A. Insulation Boards: 1. Roof Insulation: SebastianCorners Roof Replacement 07 22 16-2 Roof Insulation a. Shall be rigid polyisocyanurate roof insulation board with factory applied coated polymer bonded. glass fiber mat facers on the top and bottom. Boards to comply with ASTM C1289 Type II, Class 2, Grade 2 and meet the following requirements: b. Curing time shall be 24 hours minimum, plus an additional 24 hours minimum per inch thickness, at a minimum of 60 degrees F before shipment from the manufacturer. C. Dimensional stability shall be 2 percent maximum linear change when conditioned at 158 degrees F and 97 percent relative humidity for seven days. d. Maximum permissible insulation board size for mechanical attachment is 4' x 8'. e. Thickness shall be two layers of 2" insulation. 2. Tapered Insulation System: a. Shall be rigid polyisocyanurate roof insulation board with factory applied coated polymer bonded glass fiber mat facers on the top and bottom. Boards to comply with ASTM C1289 Type II, Class 2, Grade 2 and meet the following requirements: b. Curing time shall be 24 hours minimum, plus an additional 24 hours minimum per inch thickness, at a minimum of 60 degrees F before shipment from the manufacturer. C. Dimensional stability shall be 2 percent maximum linear change when conditioned at 158 degrees F and 97 percent relative humidity for seven days. d. Board size shall be 4 foot by 4 foot. e. Slope shall be 1/4" per foot and minimum thickness shall be 1/2". f. Fill Insulation: Shall be rigid polyisocyanurate meeting the above requirements with board size of 4 foot by 4 foot and thickness of 2". g. Crickets and Saddles: Shall be rigid polyisocyanurate meeting the above requirements with a board size of 4 foot by 4 foot and 1/2" per foot slope. 3. Cover Board: Shall be cover board approved by roof system manufacturer. Board Size shall be 4' by 8' and minimum thickness shall be as listed below or as required by roof system manufacturer. Acceptable products include: a. Georgia Pacific 1/4" DensDeck Prime Roof Board B. Insulation Attachment Materials: 1. Steel Deck Mechanical Fasteners and Stress Plates: a. Shall be corrosion resistant 3" galvalume stress plate and corrosion resistant screw type fasteners for use with steel decks; approved by the insulation manufacturer for the insulation type, thickness and board size specified; fastener length as required by the fastener manufacturer for the insulation thickness specified, and to penetrate the deck a minimum of 3/4 inch and a maximum of 1 inch. Sebastian Corners Roof Replacement 07 22 16-3 Roof Insulation PART 3 3.01 A. B. 3.02 EXECUTION EXAMINATION Contractor to inspect substrate for soundness and notify Engineer in writing of any deficiencies. Commencement of work signifies Contractor's acceptance of substrate. Any defects in roofing work resulting from such accepted substrates shall be corrected to Owner's satisfaction at no additional expense. PREPARATION A. General 1. Roof deck to be dry and broomed clean of debris and foreign matter prior to installation of insulation system. 3.03 APPLICATION A. General 1. Application shall be in accordance with the insulation/membrane manufacturer's instructions and these specifications. 2. All insulation to be in full sheets, carefully fitted and pushed against adjoining sheets to form tight joints. Gaps exceeding 1/4 inch will not be accepted. 3. Insulation and overlayment boards that must be cut to fit shall be saw cut or knife -cut in a straight line, not broken. Chalk lines shall be used to cut insulation. Uneven or broken edges are not acceptable. 4. Remove insulation dust and debris that develops during insulation cutting operations. 5. Joints between successive and adjacent layers of insulation to be offset a minimum of six (6") inches. 6. Stagger joints of gypsum overlayment/overlayment insulation one (P) foot (vertically and laterally) to ensure that joints do not coincide with joints from the previous or adjacent layer. 7. On steel decks, apply insulation boards with long dimension of units across deck ribs. Ends of insulation boards must be bearing on top flange of steel deck. 8. Crickets, saddles and tapered edge strips shall be installed before the overlayment insulation. 9. Adhere tapered edge strips at transitions, terminations and/or penetrations as detailed or required in ribbons of foam adhesive to ensure smooth transitions are provided for the roof membrane and flashings. 10. Provide necessary modifications to insulation system or nailers at roof edges as required to ensure a flush and smooth transition is provided for the roof membrane and flashing. 11. Field modifications of insulation, tapered insulation, tapered edge strips and cants shall be made by the Contractor where required to accommodate roof and flashing conditions, prevent water dams and ponding water. Ponding water at scuppers and cricket valleys shall not be accepted. 12. Provide necessary modifications to prevent standing water which is defined as 1/4" of water in a 4 -square foot or larger area 24 hours or more after precipitation. Sebastian, Corners Roof Replacement 0722 16-4 Roof Insulation B. Tapered Insulation 1. Install tapered insulation system to provide positive slope for complete roof drainage. 2. Crickets shall be sized as shown in the Contract Drawings. Modifications shall be provided to ensure positive slope and prevent standing water along the cricket valley. a. Minimum length to width ratio shall be 2:1. Fabricate partial crickets with dimensions which would result in a minimum length to width ratio of 2:1 if they were extended to full size. b. Unless otherwise noted, fabricate all crickets from tapered stock as required to provide the specified minimum slope. For example, when roof slope is indicated as 1/4" per foot minimum, fabricate crickets with slope of 1/2" per foot minimum. C. Construct crickets on up slope side of all curbs to ensure positive drainage. d. Install tapered edge strips at cricket edges to provide a smooth transition between the cricket and insulation system below. 3. Insulation boards may require mechanical fasteners and stress plates at slope transition of crickets to minimize bridging. C. Roof Drainage: 1. Drainage sumps shall be installed as detailed. 2. The Contractor shall be responsible for carefully laying out the tapered insulation, sumps, drain bowls and scuppers to ensure the finished roof provides complete drainage with no standing water. 3. Contractor shall fabricate miter -cut sumps at scuppers to provide smooth transitions between the insulation system and the drains/scuppers. 4. Sumps shall ensure complete roof drainage and prevent water dams. 5. Contractor shall adjust insulation, drains and scuppers to ensure complete roof drainage and satisfactory substrates for membrane and flashings. 6. Drain sump components shall be fastened to the deck using specified insulation fasteners or adhesives. 7. Circular sumps and sumps that do not provide smooth transition or that create standing water at the drains shall be rejected and shall require removal and replacement. D. Insulation Mechanical Attachment 1. Fastener quantity and spacing shall be as indicated in the Contract Drawings. 2. Fasteners shall be installed using manufacturer's recommended equipment and in accordance with the manufacturer's requirements. 3. Fasteners and stress plates shall be set secure and tight against the insulation surface, and shall not be over -driven. 4. Fasteners shall engage the top flange of steel decks only. END OF SECTION 07 22 16 Sebastian Corners Roof Replacement 07 22 16-5 Roof Insulation SECTION 07 42 13 METAL WALL PANELS (SCREEN WALL) PART GENERAL 1.01 SECTION INCLUDES A. Installation of prefinished, prefabricated nonstructural concealed fastener horizontal wall panels with interlocking seams. Provide screen wall coping cap that matches surrounding parapet walls. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Sheet Metal Flashing and Trim Section 07 62 00 1.03 REFERENCES A. ASTM International 1. A750/A 750 M — Standard Specification for Steel Sheet, Metallic Coated by the Hot - Dip Process and Prepainted by the Coil Coating Process for Exterior Exposed Building Products. 2. A653 - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process. 3. A792 - Standard Specification for Steel Sheet, 50 percent Aluminum -Zinc Alloy - Coated by the Hot -Dip Process. 4. B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate. 5. D523 - Standard Test Method for Specular Gloss. 6. D659 - Standard Guide for Testing Industrial Water -Reducible Coatings. 7. D822 - Standard Practice for Filtered Open -Flame Carbon -Arc Exposures of Paint and Related Coatings. 8. D2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates. B. American Architectural Manufacturer's Association (AAMA) 605.2 - Voluntary Specification for High Performance Organic Coatings. C. National Roofing Contractors Association (NBCA) - Roofing Manual. D. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual. E. Underwriters Laboratories (UL) - Building Materials Directory. 1.04 SYSTEM DESCRIPTION A. Design Requirements: 1. Provide factory preformed wall panel system that has been pretested and certified by the manufacturer to comply with specified requirements under .installed conditions. 2. Provide continuous interlocking seams with open hem male legs that inherently Sebastian Corners Roof Replacement 07 42 13-1 Metal Wall Panels (Screen Wall) increases load span capability, stiffness, and flexural stress handling. B. Attachment of Panels: 1. Maximum fastener spacing for attachment of panels shall not exceed 12" on center. 1.05 SUBMITTALS A. Refer to Section 01 33 00 -Submittals. B. Latest edition of the Manufacturer's current material specifications and installation instructions. C. Manufacturer's Product Data Sheets for all materials specified certifying material complies with all specified requirements. D. Shop drawings showing all details, trim pieces, transitions and closures necessary to install wall panels. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Manufacturer shall have a minimum of 10 years experience supplying metal siding to the region where the work is to be done. B. Installer Qualifications: 1. Acceptable to, licensed or certified by manufacturer. 2. Not less than 3 years experience with systems. C. Regulatory Requirements: 1. Comply with local Building Code requirements if more restrictive than those specified. 1.07 DELIVERY, STORAGE, AND HANDLING A. Protect against damage and discoloration. B. Handle panels with non -marring slings. C. Do not bend panels. D. Store panels above ground, with one end elevated for drainage. E. Protect panels against standing water and condensation between adjacent surfaces. F. If panels become wet, immediately separate sheets, wipe dry with clean cloth, and allow to air dry. G. Remove any strippable film coating prior to installation and do not allow it to remain on the panels in extreme cold, heat or in direct. sunlight. H. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. Sebastian Corners Roof Replacement 07.4213-2 Metal Wall Panels (Screen Wall) 1.08 A. PART 2 2.01 A. 2.02 2.03 A. A. I: M Contractor to provide the manufacturer's twenty (20) year Kynar 500/Hylar 5000 finish warranty. PRODUCTS MANUFACTURERS Acceptable Manufacturers: 1. MBCI 2. McElroy 3. Merchant & Evans 4. Metal Roofing Systems 5. Metal Sales 6. Morin 7. Ultra Seam PRODUCTS Concealed Fastener Wall Panels 1. Base Metal: 24 -gauge, Galvalume coated steel meeting or exceeding AZ50 per ASTM A792. 2. Face: Panels shall be manufactured with two radii stiffening ribs. 3. Panel size: 12 to 16 inches in width. 4. Seam size: Nominal 1 inch deep interlocking seams with a structurally qualifying open hem on the male leg. RELATED MATERIALS Fasteners 1. Hat Chanel Screws: Gasketed stainless steel 2. Concealed Fastener Panel Screws: a. For metal: Manufacturer's standard #10-16 x 1" long self -drilling, self - tapping pancake head Phillips drive stainless steel screws. b. For untreated plywood: Manufacturer's standard #10-12 x 1" long A - point fastener, pancake head Phillips drive stainless steel screws. 3. Blind Rivets: Solid -threaded, sealed stem type with EPDM washer under head. a. Exposed rivets shall match color finish of panel. Accessories: 1. Provide manufacturer's standard accessories and other items essential to completeness of installation including coping, trim, and closures 2. Form flashings, closure, and trim from same gauge and finish as wall panels. Structural Steel Coating: Shall be high solids, low VOC, self -priming epoxy coating for use on steel structures such as: a. Amerlock 400 as manufactured by Ameron International Sebastian Corners Roof Replacement .074213-3 Metal Wall Panels (Screen Wall) b. Bar -Rust 231 as manufactured by Devoe C. High Build Epoxy Mastic as manufactured by Duron d. P45 Epoxy Mastic Coating as manufactured by Benjamin Moore & Co. D. Hat Channel Sub Framing: 1. 5/8" x 5-1/2", 16 gauge, stainless steel hat channel. E. Sheet Metal Underlayment: Refer to Section 07 62 00 -Sheet Metal Flashing and Trim. F. Backer Rod: Refer to Section 07 62 00 -Sheet Metal Flashing and Trim. G. Sealant: Refer to Section 07 62 00 -Sheet Metal Flashing and Trim. Sealant color to match wall panel. H. Metal Wall Panel Closures: Refer to Section 07 62 00 -Sheet Metal Flashing and Trim. 2.04 FABRICATION OF SHEET METAL WALL PANELS A. All steel to be correctively leveled and handled to minimize stress and waviness of sheet steel. B. Form and fabricate sheets, seams, strips, edge treatments, integral flashings, and other components of the metal wall panel to the profiles, patterns, and drainage arrangements as determined by Engineer, to provide permanent leakproof construction, with no oil canning or panel distortion. 1. Fabricate panels in full lengths with no end laps. 2. Fabricate exposed items of prefinished sheet metal, color to match panels. 3. Hem exposed edges on underside 1/2 inch (12 mm) miter and seam corners. 4. Provide for thermal expansion and contraction of the Work. 5. Seal joints to achieve leak proof construction per manufacturer's detail. C. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. D. Unless otherwise shown on drawings or specified herein, panels shall be full length. Fabricate flashings and accessories in longest practical lengths. E. Wall panels shall be factory formed. Field formed panels are not acceptable. 2.05 FINISH A. Exterior Finish: 1. Full 70 percent Kynar 500/Hylar 5000 for a total 1.0 mil dry film thickness with a specular gloss of 10-15 percent when tested in accordance with ASTM D523 at 60 degrees. PART 3 EXECUTION 3.01 EXAMINATION A. Substrate: 1. Examine substrate to ensure that is properly secured and prepared to receive metal Sebastian Corners Roof Replacement 0742 13-4 Metal Wall Panels (Screen Wall) wall panels. 2. Ensure substrate is installed flat, free from objectionable warp, wave, and buckle. 3.02 INSTALLATION A. Metal Wall Panels: 1. Follow panel manufacturer's directions for horizontal installation. 2. Lap panels away from prevailing wind direction. 3. Do not stretch or compress panel side -laps. 4. Secure panels without warp or deflection. 5. Clean and dry surfaces prior to applying sealant. 6. Exposed fasteners are not allowed, except to fasten flashings, at fixed points, or as indicated on Drawings. 7. Field apply sealant to penetrations, transitions, and other locations necessary to prevent water infiltration. B. Cutting and Fitting: 1. Neat, square and true. Torch cutting, electric saws and grinders with abrasive wheels are prohibited where cut is exposed to final view. 2. Openings 6 inches (153 mm) and larger in any direction: Shop fabricate and reinforce to maintain original load capacity. 3. Where necessary to saw -cut panels, debur cut edges. C. Dissimilar Metals: 1. Where sheet metal is in contact with dissimilar metals, execute juncture to facilitate drainage and minimize possibility of galvanic action. 2. At point of contact with dissimilar metal, coat metal with protective paint or tape which can be placed between metals. 3.03 PROTECTION A. Protect work as required to ensure metal wall panel system will be without damage at time of final completion. END OF SECTION 07 42 13 Sebastian Corners Roof Replacement 0742 13-5 Metal Wall Panels (Screen Wall) PART 1 1.01 A 1.02 A 1.03 A. 1.04 A. B. C. D. 1.05 A. SECTION 07 54 00 THERMOPLASTIC SINGLE -PLY ROOFING GENERAL WORK INCLUDED Install a mechanically attached thermoplastic membrane and flashings to provide a permanently watertight system. RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Steel Roof Deck Repair/Securement Section 05 3123 2. Rough Carpentry Section 06 10 00 3. Preparation for Reroofing Section 07 0150 4. Roof Insulation Section 07 22 16 5. Sheet Metal Flashing and Trim Section 07 62 00 6. Roof Accessories Section 07 72 00 REFERENCES Refer to the following references, current edition for specification compliance: 1. Florida Building Code (FBC) 2. ASTM International 3. National Roofing Contractors Association (NBCA) 4. Underwriters Laboratory (UL) 5. FM Global 6. Single Ply Roofing Institute SUBMITTALS Refer to Section 0133 00 -Submittal Procedures for Submittals. Latest edition of the Manufacturer's current material specifications and installation instructions. Manufacturer's Product Data Sheets for all materials specified certifying material complies with all specified requirements. Submit documentation of approved, tested roof system to meet the specified requirements for the following: 1. Wind uplift pressures 2. UL Fire Resistance Rating DELIVERY, STORAGE AND HANDLING All products delivered to the job site shall be in the original unopened containers or wrappings bearing all seals and approvals. Sebastian Corners Roof Replacement 07 54 00-1 Thermoplastic Single Ply Roofing B. Handle all materials to prevent damage. Place all materials on pallets and fully protect from moisture. C. Membrane rolls shall be stored lying down on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. D. All adhesives shall be stored at temperatures approved for the product. E. All flammable materials shall be stored in a cool, dry area away from sparks and open flames. Follow precautions outlined on containers or supplied by material manufacturer/ supplier. F. All materials which are determined to be damaged by the Engineer or membrane manufacturer are to be removed from the job site and replaced at no cost to the Owner. 1.06 PROJECT CONDITIONS A. Roofing shall not be applied during precipitation. Contractor assumes all responsibility for starting installation in the event there is a probability of precipitation occurring during application. B. Only as much of the new roofing as can be made weathertight each day, including all flashing and detail work, shall be installed. All seams shall be cleaned and heat welded before leaving the job site that day. C. All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather. The existing building and its contents shall be protected against all risks. D. All surfaces to receive new insulation, membrane or flashings shall be dry. Should surface moisture occur, the Applicator shall provide the necessary equipment to dry the surface prior to application. E. All new and temporary construction, including equipment and accessories, shall be secured in such a manner as to preclude wind blow -off and subsequent roof or equipment damage. F. Uninterrupted waterstops shall be installed at the end of each day's work and shall be completely removed before proceeding with the next day's work. Waterstops shall not emit dangerous or unsafe fumes and shall not remain in contact with the finished roof as the installation progresses. Contaminated membrane shall be replaced at no cost to the Owner. G. Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage. Where such access is absolutely required, the Applicator shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas. A protection layer of plywood over insulation board shall be provided for all new and existing roof areas that receive rooftop traffic during construction. H. Prior to and during application, all dirt, debris and dust shall be removed from surfaces, either by vacuuming, sweeping, blowing with compressed air and/or similar methods. I. Contaminants, such as grease, fats, oils, and solvents, shall not be allowed to come into contact with the roofing membrane. All rooftop contamination that is anticipated or that is occurring shall be reported to the Engineer and membrane manufacturer to determine the Sebastian Corners Roof Replacement 07 54 00-2 Thermoplastic Single Ply Roofing corrective steps to be taken. J. If any unusual or concealed condition is discovered, the contractor shall stop work, notify Owner of such condition immediately, and in writing within 24 hours. K. The roofing membrane shall not be installed under the following conditions without consulting the membrane manufacturer's technical department for precautionary steps: 1. The roof assembly permits interior air to pressurize the membrane underside. 2. Any exterior wall has 10% or more of the surface area comprised of opening doors or windows. 3. The wall/deck intersection permits air entry into the wall flashing area. L. Precautions shall be taken when using membrane adhesives at or near rooftop vents or air intakes. Adhesive odors could enter the building. Coordinate the operation of vents and air intakes in such a manner as to avoid the intake of adhesive odor while ventilating the building. Keep lids on unused cans at all times. 1.07 QUALITY ASSURANCE A. Manufacturer Requirements: 1. Manufacturer must have written contractor/installer approval program. 2. Products manufactured by other manufacturers and private labeled are not acceptable. 3. See materials section for general product description and specified requirements. B. Contractor Requirements: 1. This roofing system shall be applied only by a Contractor authorized by the membrane manufacturer prior to bid. 2. Application of the roofing system shall be accomplished by a primary roofing contractor, his roofing foreman, and sufficient applicator technicians who all have been trained and approved by the manufacturer of the single ply roofing system. Contractor to submit evidence of qualification from the manufacturer. C. Upon completion of the installation an inspection shall be made by a representative of the membrane manufacturer to review the installed roof system and list all deficiencies. D. There shall be no deviation made from the Contract Documents or the approved shop drawings without prior written approval by the Engineer. E. All work shall be completed by personnel trained and authorized by the membrane manufacturer. F. Contractor to provide manufacturer written verification indicating all seams have been probed and are watertight. G. Install roofing system to meet UL 790 Class A Fire Rating. H. Wind Design: 1. Install roofing system to meet or exceed the requirements of the current adopted version of the Florida Building Code and ASCE-7. 1.08 WARRANTIES Sebastian Corners Roof Replacement 07.5400-3 Thermoplastic Single Ply Roofing A. Manufacturer's Guarantee: Manufacturer's standard form, non pro -rated, without monetary limitation or deductibles, in which manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period. Failure includes roof leaks or breaches in the primary roof membrane causing moisture to enter the substrate below (even if visible leaks are not observed inside the facility). Warranty to remain in effect for wind speeds up to 72 mph. Warranties requiring the Owner's signature will not be acceptable. 1. Warranty to include but not be limited to membrane, insulation, adhesives, fasteners, sealants, flashings, polymer clad sheet metal, etc. 2. Warranty Period: Twenty years from date of Substantial Completion. 3. Manufacturer's Representative shall attend two post construction field inspections: the first no earlier than twenty -three (23) months and no later than twenty-four (24) months after the date of Substantial Completion and the second no earlier than fifty- nine (59) months and no later than sixty (60) months. Submit a written report within seven (7) days of the site visits to the Engineer listing observations, conditions and any recommended repairs or remedial action. PART2 PRODUCTS 2.01 MANUFACTURER A. Membrane materials shall be manufactured by the following: 1. Sika Sarnafil 2. Fibertite 2.02 MEMBRANE MATERIALS A. Mechanically Attached Membrane and Components: 1. Membrane a. Sika Sarnafil, 60 mil, S327 b. Fibertite 36 mil SM 2. Coverstrip: Shall be 8" wide pre-cut polyester reinforced flashing strip. 3. Membrane Fasteners and Plates/Attachment Bar: Shall be approved and provided by membrane manufacturer for the deck type and membrane configuration. a. Fastener shall be phillips head, carbon steel fastener with corrosion resistant coating designed for use with specified plate meeting the following minimum requirements: i. Shank diameter: .21" ii. Thread diameter: .26" iii. Head diameter: .435" iv. Thread density: 13 turns per inch. 2.03 RELATED MATERIALS A. Flashing/Stripping Membrane: Shall be a non fleeceback, thermoplastic membrane reinforced with fiberglass. Utilize asphalt resistant flashing membrane where in contact with residual asphaltic materials or as required by the manufacturer. Sebastian Corners Roof Replacement 07 54 00-4 Thermoplastic Single Ply Roofing 1. Sika Sarnafi160 mil G410 2. Fibertite 60 mil SM B. Asphalt Resistant Flashing/Asphalt Resistant Stripping Membrane: Shall be a 60 -mil minimum thickness non fleeceback, asphalt resistant, thermoplastic membrane reinforced with fiberglass or polyester. C. Flashing Adhesive: Shall be membrane manufacturer's solvent based adhesive. 1. Sika Sarnafil Sarnacol 2170 2. Fibertite FTR 190e D. Fluid Applied Flashing: Shall be roof system manufacturer's approved, reinforced, PMMA liquid applied flashing: 1. Sika Sarnafil Liquid Flashing 2. Fibertite — as approved by manufacturer. E. T joint Patch: Shall be membrane manufacturer's circular patch welded over T joints formed by overlapping thick membranes. F. Corner Flashing: Shall be membrane manufacturer's pre -formed inside and outside flashing corners that are heat -welded to membrane or polymer clad metal base flashings. G. Pipe Flashing: Shall be membrane manufacturer's pre -formed pipe boot flashing that is heat -welded to membrane and secured with a stainless steel draw band and sealant. H. Termination Bar: Shall be manufacturer's 1/8" by 1" mill finish extruded aluminum bar with pre -punched slotted holes. I. Counterflashing Bar: Shall be a prefabricated extruded aluminum metal counterflashing and termination bar. 0.10"-0.12" thick bar with 2-1/4" profile, pre -drilled holes 8" on center and sealant kick out at top edge. J. Sealant: Shall be manufacturer's multi-purpose sealant. K. Fasteners: 1. Flashing Membrane Termination Screws: #12 stainless steel hex or pan head screws with length to penetrate substrate a minimum of 1-1/2". 2. Concrete and Masonry Flashing Membrane Termination Anchors: a. 1/4" diameter metal based expansion anchor with stainless steel pin of length to penetrate substrate a minimum of 1-1/2". b. Masonry screws, approved my membrane manufacturer, 1/4 inch minimum diameter, corrosion resistant, with Phillips flat head. Length to provide minimum 1-1/2" embedment into substrate. 3. Steel Deck Fasteners and Plates: Shall be #12 stainless steel pan head screw approved by membrane manufacturer of length to penetrate top flange of steel deck a minimum of 1" with galvalume plates approved for membrane attachment. L. Primary Membrane Cleaner: Shall be a high quality solvent cleaner provided by membrane manufacturer and approved by engineer for use as a general membrane cleaner. M. Pre -weld Cleaner: Shall be a high quality solvent based seam cleaner with moderate Sebastian Corners Roof Replacement 07 54 00-5 Thermoplastic Single Ply Roofing evaporation rate provided by membrane manufacturer. N. Walkway Pad: Shall be walkway pad by manufacturer of membrane. O. Pre -Fabricated Expansion Joint: Shall be manufacturer's approved pre -fabricated expansion joint made with polyester reinforced membrane, neoprene foam and galvanized metal. P. Polymer Clad Metal: Refer to Section 07 62 00 -Sheet Metal Flashing and Trim PART 3 EXECUTION 3.01 SUBSTRATE PREPARATION A. Verify that the substrate is dry, clean, smooth, and free of loose material, oil, grease, or other foreign matter. Sharp ridges and other projections and accumulations of bitumen shall be removed to ensure a smooth surface before roofing. B. Asphalt roofing substrates shall be removed, covered, or flashed using compatible, approved materials. PVC shall not come in contact with substrates containing asphalt materials. C. Any deteriorated substrate shall be repaired. D. Beginning installation means acceptance of prepared substrate. E. Provide necessary protection from adhesive vapors to prevent interaction with foamed . plastic insulation. 3.02 MEMBRANE INSTALLATION (SCREWS AND PLATES) A. General 1. Membrane is to be attached with membrane fasteners and plates according to membrane manufacturer's requirements. 2. Membrane overlaps shall be shingled with the flow of water. 3. Full -width rolls of membrane shall be fastened perpendicular to the direction of the steel deck flutes. 4. Tack welding of membrane rolls for purposes of temporary restraint during installation is not permitted. B. Perimeter and Corner Areas 1. Over the properly installed and prepared substrate surface, half -width rolls (60" width) are to be installed either parallel or perpendicular to the entire perimeter edge. Membrane fasteners and plates are installed along the edge of the membrane on the fastening line six (6") inches on center. Plate is held back 1 inch from the outer edge of the membrane. The adjacent half -roll is positioned to overlap the fastened edge of the first half -roll by 5-1/2 inches in accordance with the overlap lines marked on the sheet's edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the membrane fastener and plate for heat - welding. Fasteners shall clamp the membrane tightly to the substrate. In corner areas where perimeter half -rolls intersect, add rows spaced 54-1/2" on center of membrane fasteners and plates over the top of the half -rolls and weld a coverstrip above them for watertightness. Sebastian Corners Roof Replacement 07 54 00-6 Thermoplastic Single Ply Roofing 2. Refer to the Contract Drawings for perimeter and corner layout. 3. Hot-air weld overlaps according to membrane manufacturer's requirements. Seam. test cuts shall be taken at least 3 times per day. C. Field Area 1. Over the properly installed and prepared substrate surface, full -width rolls (120") are to be installed perpendicular to the steel deck flutes. Membrane fasteners and plates are installed along the edge of the membrane on the fastening line six (6") inches on center. Plates are held -back 1 inch from the outer edge of the membrane. The adjacent full -roll is positioned to overlap the fastened edge of the first full -roll by 5-1/2 inches in accordance with the overlap lines marked on the sheet's edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the membrane fastener and plate for heat -welding. Fasteners shall clamp the membrane tightly to the substrate. 2. Hot-air weld overlaps according to membrane manufacturer's recommendations. Seam test cuts shall be taken at least 3 times per day. 3.03 MEMBRANE TERMINATION A. Terminate membrane at all walls as shown in the contract drawings. 1. Roof Deck: Membrane shall be mechanically terminated using approved fasteners and plates six (6) inches on center. 2. Wood Wall Substrate: Membrane shall be turned up wall one inch and mechanically terminated using approved screws eight (8) inches on center with a termination bar. 3. Concrete/Masonry Wall Substrate: Membrane shall be turned up wall one inch and mechanically terminated using approved anchors eight (8) inches on center with a termination bar. B. Membrane shall extend over roof edge a minimum of 2" below the perimeter wood blocking. 3.04 FLASHING INSTALLATION A. General 1. All flashings shall be installed concurrently with the roof membrane as the job progresses. 2. No temporary flashings shall be allowed without the prior written approval of the Engineer and Manufacturer. Approval shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Contractor's expense. 3. Seams shall not be "taped" as temporary measure but shall be fully completed before the end of each day. 4. Flashing shall be adhered to compatible, dry, smooth, and solvent -resistant surfaces. 5. Where substrates are incompatible with adhesives and PVC materials, the Contractor shall remove the incompatible materials and replace it with a compatible substrate, or install compatible PVC flashing materials. 6. Use caution to ensure adhesive fumes are not drawn into the building. B. Adhesive for Flashing Membrane Sebastian Corners Roof. Replacement 07 54 00-7 Thermoplastic Single Ply Roofing 3.05 Over the properly installed and prepared flashing substrate, flashing adhesive shall be applied according to instructions found on the Product Data Sheet. The membrane adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. No adhesive shall be applied in seam areas that are to be welded. C. All flashings shall mechanically terminated a minimum of 8 inches above the finished roofing surface using approved fasteners and counterflashing bar unless otherwise indicated in the Contract Drawings. Flashing heights less than 8" shall be accepted in writing by the Manufacturer's Technical Department. D. All flashing membranes shall be consistently adhered to substrates. All interior and exterior corners and miters shall be cut and hot-air welded into place. No bitumen shall be in contact with the (roof) membrane. E. All flashings shall be hot-air welded at their joints and at their connections with the (roof) membrane. F. All flashings that exceed 30 inches (0.75 m) in height shall receive additional securement. Consult Manufacturer's Technical Department for securement methods. G. Corners shall be flashed using the membrane manufacturer's pre -formed corners. H. Polymer Clad sheet metal incorporated into the roofing system shall be sealed off with a heat welded stripping ply. The stripping ply shall extend four inches beyond sheet metal onto roof membrane and fit closely to edge of sheet metal. I. Soil Pipe/Pipe Penetration: 1. Provide field wrapped pipe penetration flashing or manufacturer's pre -fabricated pipe boot as shown in detail drawing. 2. Apply aluminum tape to penetration if asphalt contamination is present. 3. Extend existing pipe to obtain a minimum 8" finished flashing height. 4. Cut existing pipe to obtain a maximum 12" finished flashing height. 5. Horizontal flashing membrane shall be hot-air welded a minimum of four inches onto the membrane. 6. Vertical flashing membrane shall be fully adhered to pipe penetration and extend a minimum of 1.5" horizontal at the base of penetration. Hot-air weld vertical flashing membrane to horizontal flashing membrane. 7. Install stainless steel draw band and sealant or hot-air weld flashing cap to terminate top edge of pipe flashing. HOT-AIR WELDING OF SEAM OVERLAPS A. General 1. All seams shall be hot-air welded. Seam overlaps should be 3 inches (75 mm) wide when automatic machine -welding and 4 inches (100 mm) wide when hand - welding, except for certain details. 2. Welding equipment shall be provided by or approved by the membrane manufacturer. All mechanics intending to use the equipment shall have successfully completed a training course provided by a membrane manufacturer's technical representative prior to welding. Sebastian Corners Roof Replacement 07 54 00-8 Thermoplastic Single Ply Roofing All membrane to be welded shall be clean and dry. B. Hand -Welding 1. Hand -welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 2. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. 3. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to "flow," the hand roller is positioned perpendicular to the nozzle and pressed lightly. For straight seams, the 1'/z inch (40 mm) wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch (20 mm) wide nozzle shall be used. C. Machine Welding 1. Machine welded seams are achieved by the use of automatic welding equipment. When using this equipment, instructions from the manufacturer shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to minimize or eliminate wrinkles. D. Quality Control of Welded Seams The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark grey material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator to locations as directed by the Engineer or membrane manufacturer's representative. One inch (25 mm) wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. 3.06 TEMPORARY CUT-OFF A. All flashings shall be installed concurrently, with the membrane in order to maintain a watertight condition as the work progresses. B. When a break in the day's work occurs in the central area of the project install a temporary watertight seal. An 8" strip of flashing membrane shall be welded 4" to the new field membrane. The remaining 4" of flashing membrane shall be sealed to the deck and/or the substrate so that water will not be allowed to travel under the new or existing membrane. The edge of the membrane shall be sealed in a continuous heavy application of pourable sealer of 6 inch width. When work resumes, the contaminated membrane shall be removed and disposed of. None of these materials shall be reused in the new work. C. If inclement weather occurs while a temporary water stop is in place, the Contractor shall. provide the labor necessary to monitor the situation to maintain a watertight condition. D. If any water is allowed to enter under the newly -completed system, the affected area shall Sebastian Corners Roof Replacement 07 54 00-9 Thermoplastic Single Ply Roofing be removed and replaced at the Contractor's expense. 3.07 CLEANING AND PROTECTION A. The Contractor shall be responsible for protecting the roof from construction related damages during the Work. B. The Contractor shall ensure trash and debris is removed from'the roof daily. C. Metal scraps, nails, screws and other sharp damaging debris shall be kept off of the roof membrane surface during construction. D. The Contractor shall clean off/remove excess adhesive, sealant, stains and residue on the membrane and flashing surfaces. E. The Contractor shall repair or remove and replace damaged membrane, flashings and other membrane components. Repairs shall be approved by the Engineer and be in accordance with the membrane manufacturers repair instruction to comply with the specified warranty. F. The Contractor shall remove temporary coverings and masking protection from adjacent work areas upon completion. END OF SECTION 07 54 00 Sebastian Corners Roof Replacement 07 54 00-10 Thermoplastic Single Ply Roofing SECTION 07 62 00 SHEET METAL FLASHING AND TRIM PART 1. GENERAL 1.01 WORK INCLUDED A. Fabrication and installation of new sheet metal flashings and trim to provide a permanently watertight condition. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Rough Carpentry Section 06 10 00 2. Thermoplastic Single Ply Roofing Section 07 54 00 1.03 REFERENCES A. Refer to the following references for specification compliance: 1. Florida Building Code (FBC) 2. ASTM International 3. National Roofing Contractors Association (NBCA) 4. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) a. Architectural Sheet Metal Manual, Seventh Edition — January, 2012 5. ANSI/SPRI ES -1 1.04 SUBMITTALS A. Refer to Section 0133 00 -Product Submittals for Submittals. B. Manufacturer's Product Data Sheets for all materials specified certifying material complies with all specified requirements. C. Pre -finished sheet metal and sealant color chart. D. Shop Drawings for any transitions and/or terminations not depicted in Contract Drawings. 1.05 MOCK-UPS A. Provide mock-ups of the following sheet metal components prior to fabrication of the components: 1. Coping: Provide minimum 10' length of coping mock-up including any applicable fascia covers. Mock-up shall include at least one seam of the configuration specified. 2. Gutter: Provide mock-up of gutter, gutter bracket and gutter hanger. Mock-up shall include one lap in gutter section. 3. Metal Edge and Fascia Cover: Provide minimum 10' length of metal edge and fascia cover. Include at least one lap of each component. Sebastian Corners Roof Replacement 07 62 00-1 Sheet Metal Flashing and Trim 1.06 QUALITY ASSURANCE A. Installation shall comply with the Contract Drawings. References to figures are from SMACNA Architectural Sheet Metal Manual, Seventh Edition — January, 2012. B. Ensure work is free of leaks in all weather conditions. C. Fabricate metal edge (where no gutter is present) and coping in accordance with ANSI/SPRI ES -1 requirements. D. Workmanship shall be first-class in every respect. The sheet metal work shall be assembled and secured in accordance with these specifications, the manufacturer's requirements and referenced standards. 1.07 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials in the manufacturer's original sealed and labeled containers and in quantities required to allow continuity of application. B. Storage: Store materials within areas designated or approved by the Owner. Ensure materials remain dry, covered and not in contact with the ground. C. Handling: Handle material in such manner as to preclude damage and contamination with moisture or foreign matter. 1.08 PROJECT CONDITIONS A. Environmental: Protect building and its components from the elements at all times during the project. B. Coordination and Scheduling: Coordinate all phases of work to allow continuity of work without delays. 1.09 WARRANTY A. Contractor to provide the pre -finished sheet metal manufacturer's thirty (30) year finish warranty from the date of substantial completion. B. Provide certification of air-dried kynar paint or powder coating for specified materials. PART2 PRODUCTS 2.01 PRE -FINISHED STEEL A. Galvalume coated steel meeting or exceeding AZ50 per ASTM A792. Manufacturer's smooth finish, pre -finished color coatings consisting of full strength 70% Kynar 500 fluorocarbon (Polyvinylidene Fluoride PVF2) coating over a urethane primer on the finish side, with primer and a wash coat on the reverse. All measurements per NCCA Technical Bulletin II -4 or ASTM D1005. A strippable plastic film should protect the finish during fabrication and installation. Manufacturer's standard color to be selected by Owner. 1. 24 gauge a. Slip Flashing b. Receiver Flashing Sebastian Corners Roof Replacement 07 62 00-2 Sheet Metal Flashing and Trim C. Counterflashing d. Coping e. Gutter f Collector Head g. Scupper Face Plate h. Downspouts 2.02 GALVALUME A. Galvalume coated steel meeting or exceeding AZ50 per ASTM A792 1. 22 gauge a. Continuous Cleat 2.03 STAINLESS STEEL A. 26 gauge, Type 304 as tested in accordance with ASTM A 167. 1. Multiple Pipe Enclosure Components a. Pipe Enclosure Flashing b. Closure Cap 2. Pitch Pan B. Compression Bar: 1/4" X 1.5" stainless steel flat bar. 2.04 LEAD A. Four pound soft lead: 1. Soil Pipe Flashing 2. Roof Drain Flashing — utilize 30" x 30" sheet 3. Lead Wedges 2.05 POLYMER CLAD METAL (PVC) A. Polymer Clad Metal — Heat -weldable, 24 gauge, AISI G90 galvanized steel sheet with a 20 -mil unsupported thermoplastic membrane coating to match the flashing membrane composition laminated on one side. Polymer -Clad metal shall be manufactured by, and included in the warranty of, the single -ply membrane Manufacturer. Color shall be selected by Owner. 1. Flange/Sleeve 2. Metal Edge 3. Scupper Liner 2.06 FASTENERS A. Roofing Nails: 11 or 12 gauge stainless steel ring shank roofing nails with diamond point, minimum 3/8" diameter head and length as required to penetrate substrate a minimum of 1-1/4". B. Screws: Sebastian Corners Roof Replacement 07,6200-3 Sheet Metal Flashing and Trim 1. Sheet metal to wood attachment (exposed): #12 stainless steel, 5/16 HWH with length to penetrate substrate a minimum of 1-1/2". Provide with bonded EPDM washer or washer specified below. 2. Sheet metal to wood attachment (concealed): #10 stainless steel, low profile pancake head with length to penetrate substrate a minimum of 1-1/2". 3. Sheet metal to light gauge steel attachment: #14-13 DPI stainless steel low profile pancake head of length as required for three threads to penetrate metal substrate or min. 1" penetration though wood substrates. 4. Sheet metal to sheet metal attachment (exposed): 1/4" x 7/8" carbon steel, self - drilling point, self -tapping, zinc alloy hex head screws with bonded EPDM tubular washer under head of fastener; screw heads to match color of wall panel by means of factory applied coating. C. Concrete and Masonry Anchors: 1/4" diameter metal based expansion anchor with stainless steel pin of length to penetrate substrate a minimum of 1-1/2". D. Washers: Shall be stainless steel with neoprene gasket backing. Shall be 9/16" diameter for use with # 12 screws and 5/8" diameter for use with 1/4" diameter concrete and masonry anchors. E. Rivets: #44 stainless steel rivets with stainless steel mandrel. Length of rivet to properly fasten particular sheet metal components. Rivets shall be factory painted to match adjacent sheet metal. 2.07 RELATED MATERIALS A. PVC Flashing: 20 mil corrosion resistant, waterproof PVC flashing. B. Compressible Insulation: Un -faced friction -fit fiberglass building insulation, cut to fit from 3-1/2"x 15"x48" batts. C. Polyurethane Sealant: One -component elastomeric gun grade polyurethane sealant conforming to ASTM C 920, Type S, Grade NS, Class 25, and use NT, M, A, G, or O as required by substrate conditions. Color to match adjacent materials. D. Sealant Tape: Minimum ''/2" wide non -skinning butyl sealant tape. E. Butyl Sealant: Shall be gun grade, non -skinning, non -hardening, flexible blend of butyl rubber and polyisobutylene sealant. F. Aluminum Tape: Pressure -sensitive, 2" wide aluminum tape used as a separation layer between small areas of asphalt contamination and the membrane and as bond breaker under the metal edge cover plates. G. Backer Rod: Closed -cell polyethylene or polyurethane rods sized approximately 25% larger than joint opening. H. Solder: 80-20 lead -TIN alloy conforming to ASTM B32. 1. Flux: Muriatic acid killed with zinc or an accepted brand of commercial soldering flux designed for use with 80-20 solder. J. Non -Shrink Grout: High early strength, non -rusting non -shrink grout conforming to ASTM C 1107 Grade C (modified for rapid -setting grout) such as 747 Rapid Setting Grout as Sebastian Corners Roof Replacement 07 62 00-4 Sheet Metal Flashing and Trim manufactured by ThoRoc (ChemRex), Multi Purpose Non -Shrink Grout as manufactured by US Mix, or Sikagrout 212 as manufactured by Sika. K. Pourable Sealer: Two part pourable polyurethane sealant conforming to ASTM D 429, and designed to seal around penetrations. PART 3 EXECUTION 3.01 EXAMINATION A. Coordinate with other work for correct sequencing of items which make up the entire system. B. Ensure substrates are installed, secured and modified to accommodate sheet metal flashings. C. Deficiencies associated with the sheet metal substrates shall be reported to Engineer before beginning sheet metal work. All such deficiencies shall be corrected before installing sheet metal flashings. 3.02 INSTALLATION A. General: 1. All joints to be locked and sealed or soldered. 2. Provide for thermal movement (expansion and contraction) of all exposed sheet metal. 3. Where dissimilar metals contact, galvanic action shall be prevented by means of heavy coat of asphalt paint. 4. All metal flanges shall be installed on top of membrane and adhered as indicated in detail drawings. Metal flanges connected to the roof shall be installed per membrane manufacturer's specifications and the requirements herein. 5. Various sheet metal sections shall be uniform with corners, joints and angles mitered, sealed and secured. 6. Exposed edges shall be returned (hemmed); both for strength and appearance, and sheet metal shall be fitted closely and neatly. 7. Provide cleats or stiffeners and other reinforcements to make all sections rigid and substantial. 8. Sheet metal shall be fabricated, supported, cleated, fastened and joined to prevent warping, "oil canning", and buckling. 9. All sheet metal details shall provide for redundancy including but not limited to sheet metal underlayment and/or sealants. This secondary protection shall be installed, sealed and lapped to ensure a redundant layer of protection will shed moisture infiltration in the sheet metal fails. B. Sheet Metal Underlayment: 1. Fully adhere to substrates where indicated in Contract Drawings. 2. Lap adjoining sections a minimum of 3" and fully adhere. 3. Shall extend beyond wood blocking a minimum of V at roof edges and parapet walls. 4. At roof edges and parapet walls, sheet metal underlayment shall be installed concurrently with roof membrane and flashing installation. Temporary weather Sebastian Corners Roof Replacement 07 62 00-5 Sheet Metal Flashing and Trim protection utilizing other materials is not acceptable when sheet metal underlayment is specified. C. Fasteners: Shall be size and type required. 1. All fasteners to be rust resistant and compatible with materials to be joined. 2. All exposed fasteners shall be stainless steel screws with washers fastened through 5/16" predrilled oversized holes. 3. All exposed fasteners into concrete or masonry shall be metal based expansion anchor with stainless steel pin with washers fastened through 11/32" predrilled oversized holes. 4. All exposed fasteners shall have factory painted heads to match the sheet metal color. 5. Exposed horizontal surface fasteners are not acceptable. D. Soil Pipe 1. Provide Prefabricated Pipe Penetration Flashing as shown in detail drawing with a 4" minimum flange. 2. Set flange in a full bed of roofing cement over base ply and strip in as specified. 3. Provide separate flashing cap extending a minimum of 1" down inside pipe, and a minimum of 3" down outside the pipe. 4. Clean and solder all seams. E. Pipe Penetration 1. Fabricate flange/sleeve and umbrellas as shown in detail drawings. Refer to SMACNA Architectural Sheet Metal Manual Figure 8-9C. 2. Provide a 4" minimum flange attached and stripped in as indicated in the Contract Drawings. 3. Install watertight umbrella with stainless steel draw band and sealant properly tooled to ensure adhesion and slope to shed water. 4. Vertical leg of umbrella flashing shall extend a minimum of 2" below the sleeve top and be positioned as low as possible on the sleeve. 5. Clean and solder all seams. F. Slip Flashing for Curbs 1. Fabricate slip flashing at curbs as shown in detail drawings in 10' lengths. 2. Slip flashing shall extend a minimum of 2 inches below base flashing termination and shall fit tightly against curb. 3. Secure slip flashing 12" on center of a minimum of two fasteners per side of the curb. 4. Notch and lap ends of adjoining sections not less than 4"; apply sealant tape between sections. 5. Lap miters at corners a minimum of 1 inch and apply sealant between laps. Rivet at 2" on center. G. Equipment Support 1. Wrap top of equipment support with sheet metal underlayment to extend two inches below base flashing termination. 2. Fabricate equipment support cap at curbs as shown in detail drawings in one continuous piece of sheet metal and secure at eighteen inches on center. Sebastian Corners Roof Replacement 07 62 00-6 Sheet Metal Flashing and Trim H. Parapet Wall 1. Fabricate coping in 10' lengths. Width of coping shall be fabricated to be a maximum of 1/2" wider than the width of the wall; Contractor is responsible to field verify parapet wall width prior to sheet metal fabrication. Refer to SMACNA Architectural Sheet Metal Manual Figure 34A. 2. Install tapered edge strip mechanically attached or set in foam adhesive to top of wood blocking. 3. Install flashing membrane up and over parapet extending a minimum of 1" below wood blocking. 4. Install continuous cleat fastened to substrate 6" on center in vertical leg. Locate fasteners no greater than 2" from the bottom hem. 5. Lock outside face of coping onto continuous cleat and secure inside face as follows: a. For coping widths up to and including 12 inches, secure with screws through waterproof washers and oversized holes at 18 inches on center. b. For coping widths greater than 12 inches, secure inside face with continuous cleats. Secure cleat through vertical face of cleat to blocking with fasteners at 6 inches on center. Locate fasteners no greater than 2 inches from the bottom hem. 6. Provide drive seam at adjoining coping sections. Turn cover ends back a minimum of 1" onto itself. Allow '/4" space between coping sections for expansion and contraction and install sealant. Refer to SMACNA Architectural Sheet Metal Manual Figure 3-2, type 4. 7. Provide one-piece coping section at four way and tee intersections. 8. Turn coping ends up a minimum of 2" at elevation walls and cover termination with surface mounted counterflashing. I. Through -Wall Primary/Overflow Scupper 1. Fabricate thru-wall scupper flange, liner, and faceplate as shown in detail drawings. Scuppers dimensions shall be as indicated in the Contract Drawings. 2. Hot-air weld stripping membrane at seams of the flange and liner. 3. Install flashing membrane through scupper opening prior to installing new scupper to seal wall cavity. 4. Provide flange which extends a minimum of 4" on top and sides of scupper, and extends a minimum of 4" out onto the horizontal membrane. Mechanically fasten the horizontal flange into structural deck 8" on center or a minimum of two fasteners per scupper with approved fasteners. 5. Strip -in flange as specified in Contract Drawings. 6. Provide faceplate which extends 1.5" around the entire scupper and secure to wall substrate with four fasteners. Set faceplate in a bead of sealant. 7. Scupper Liner shall extend 1" beyond the exterior wall face and lock onto faceplate. 8. Collector Heads: a. Fabricate collector heads as shown in detail drawings. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-25F. b. All joints to be sealed and pop riveted. Install beads of sealant inside conductor head at all seams and rivets. C. Back edge of conductor head shall be locked to through -wall scupper. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-26A. Sebastian Corners. Roof Replacement 07 62 00-7 Sheet Metal Flashing and Trim J K. d., Front edge of collector head shall be 1" below scupper. Metal Edge (Thermoplastic) 1. Fabricate metal edge as shown in detail drawings in 10' lengths. Refer to SMACNA Architectural Sheet Metal Manual Figure 2-1 except for continuous cleat dimensions which shall be as shown in Contract Drawings. a. Fabricate without vertical gravel stop at drainage edges and 3/4 inch vertical gravel stop at non -drainage edges. 2. Terminate membrane at roof edge and hot-air weld flashing membrane strip to extend down the outside vertical face over the wall. 3. Provide sealant tape at base of flashing membrane on outside of wall to prevent moisture infiltration. 4. Install a continuous cleat over fascia cover as indicated in detail drawings fastened to substrate 6" on center. Locate fasteners no greater than 2" from the bottom hem. 5. Lock metal edge onto continuous cleat and secure flange of metal edge to wood blocking 3" on center staggered and not within ''/z" from inside edge and 3/4" from outside edge. 6. Strip flange of metal edge with hot-air welded stripping membrane as specified in the Contract Drawings. 7. Hand tong all of metal edge onto continuous cleat. 8. Metal Edge Joints: a. Leave a 1/4" opening between metal edge sections. Install two roofing nails in the end of the flange, and one roofing nail in the end of the vertical face of each metal edge section. b. Center aluminum tape over entire joint opening (flange and face). C. Hot-air weld 4" wide strip of stripping membrane over entire joint. d. Strip in flange of metal edge as described above. e. Center 6" wide cover plate over joint locking onto notched drip edges of metal edge sections. Refer to SMACNA Architectural Sheet Metal Manual Figure 2-5A, and Figure 2-5, Detail 1. f. Strip flange of cover plate with hot-air welded flashing membrane. Flashing membrane shall extend 2"beyond the cover plate flange on 3 interior sides. Gutters 1. Fabricate to profile shown in Contract Drawings. Refer to SMACNA Architectural Sheet Metal Manual Figure 1.2 Style D. 2. Gutters shall be continuous, roll formed from coil stock on site or formed in 10' lengths. a. Joints in gutters must be lapped a minimum of 1 inch, riveted 1 inch on center. Install sealant tape between gutter sections and sealant at exposed inside edge and on rivets. Lap joints in the direction of water flow. 3. Terminate membrane at roof edge and hot-air weld flashing membrane strip to extend down the outside vertical face of wall. 4. Provide butt type expansion joints in gutters at spacing appropriate for the type material used to fabricate gutters. Refer to. SMACNA Architectural Sheet Metal Manual Figure 1-7. Maximum length of gutters shall be 50'. Sebastian Corners Roof Replacement 07 62 00-8 Sheet Metal Flashing and Trim 5. Provide downspout outlet tubes in downspout locations. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-33B and Detail 1. Gutter outlet tubes to be tabbed a minimum of 1", set in a full bead of sealant and secured to gutter with a minimum of two rivets per tab. 6. Provide primed and painted brackets and spacers as shown in detail drawings. Evenly stagger the placement of brackets and spacers. Spacing shall be 36" on center for both brackets and spacers. 7. Spacers shall be riveted to both sides of the gutter only. 8. Brackets shall be secured with two stainless steel fasteners to the wood blocking. 9. Leading edge of gutter to be a minimum of 1" below the back edge as shown in detail drawing. 10. Hang gutters level. 11. Metal Edge: Refer to Metal Edge installation indicated above. L. Downspouts: 1. Fabricate downspouts in 10' lengths. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-32B. 2. Downspouts shall tie into existing below grade storm drainage system or if no below grade system is applicable downspouts shall kick -out above grade onto concrete splash blocks. Fill in soil to provide slope away from building. 3. Each downspout shall be secured to the structure with two-piece hangers spaced no more than 8' apart with a minimum of two hangers per downspout with a hanger located within 12" from bottom. Hangers shall be primed and painted to match downspouts. Refer to SMACNA Architectural Sheet Metal Manual Figure 1-35H. 4. Downspouts are to be fashioned to run back to (at overhangs) and parallel to the facility walls. 5. Provide discharge elbow at the base of downspout where is kicks out onto splash pan or splash block. M. Multiple Pipe Penetration 1. Fabricate pitch pan, pipe enclosure flashing, and closure cap as shown in detail drawings. Refer to SMACNA Architectural Sheet Metal Manual Figure 8-813 or 8-9A depending upon direction of pipes. 2. Size pitch pan minimum 2" larger than the penetration on all sides. Provide a 4" minimum flange and double walls with minimum depth of 6". 3. Install 2" wide aluminum tape around all sides of pitch pan extending 1/2" above top edge. 4. Fill pitch pan with non -shrink grout to a depth of 2" from the top of the tape. 5. Fill pitch pan with pourable sealer to the top of the tape. Slope to shed water. 6. Secure pipe enclosure flashing and cap as indicated in detail drawings. 7. Clean and solder all seams. N. Base Flashing Closure 1. Install new closures where base flashings abruptly end. 2. Completely solder or seal all joints to be watertight. 3. Install closures over membrane and under finish ply of base flashing. 4. Extend closures up under counterflashings or copings. 5. Install closures to completely seal ends of base flashings, membrane and cants as well as end joints of edge metal. O. Polymer Clad Base Flashing Sebastian Corners Roof Replacement 07 62 00-9 Sheet Metal Flashing and Trim I . Fabricate as shown in detail drawings in 10' lengths. 2. Leave a 1/4" opening between sheet metal sections. 3. Center aluminum tape over entire joint opening. 4. Hot-air weld 4" wide strip of stripping membrane over entire joint. 5. Strip flange of base flashing as indicated in the Contract Drawings. 3.03 CLEANING AND PROTECTION A. All sheet metal work shall be thoroughly cleaned of all asphalt, flux, scrapes and dust. B. Scratches through the metal finish shall be replaced to the Owner's satisfaction. END OF SECTION 07 62 00 Sebastian Corners Roof Replacement 07 62 00-10 Sheet Metal Flashing and Trim SECTION 07 72 00 ROOF ACCESSORIES PART1 GENERAL 1.01 SECTION INCLUDES A. Furnish and install roof accessory assemblies as indicated and required by the Contract Drawings: 1. Provide an access ladder to connect roof sector "A" with sector `B" 2. Provide pipe supports for all rooftop conduit, gas lines, electrical lines, condensa- tion lines, etc. 3. Provide PVC pipe to route condensation from HVAC p -traps to nearest drainage point. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section, including but not limited to: 1. Thermoplastic Single Ply Roofing Section 07 54 00 1.03 SUBMITTALS, A. Refer to Section 0133 00 -Submittals. B. Latest edition of the Manufacturer's current material specifications and installation instruc- tions. C. Manufacturer's Product Data Sheets for all materials specified certifying material complies with all specified requirements. 1.04 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: Deliver materials to site in Manufacturer's original unopened pack- aging with labels intact. B. Storage: Adequately protect against damage while stored at the site. C. Handling: Comply with Manufacturer's instructions. 1.05 PROJECT CONDITIONS A. Field Measurements: Verify all dimensions required. 1.06 WARRANTIES A. All roof accessories provided through roof system manufacturer shall be included in the specified roof system manufacturer's warranty. Sebastian Corners Roof Replacement 07 72 00-1 Roof Accessories PART PRODUCTS 2.01 MATERIALS A. Access Ladder 1. Fixed Steel Ladder: Fixed ladder of appropriate length with walk-thru hand rails, welded one-piece construction, gray powder coat finish such as: a. Cotterman Model FW b. O'Keefe's Inc. 502 Tubular Rail Low Parapet Access Ladder with Roofo- ver Rail Extensions C. Gillis Fixed Access Ladder 2. Fixed Steel Ladder Anchors: Minimum 1/2 inch diameter, corrosion resistant threaded rods supplied by the anchoring system manufacturer. Screen for hollow masonry provided by fastener manufacturer. Corrosion resistant nut and 1-1/2" diameter flat washer. Acceptable manufacturers include: a. Powers Fasteners, Inc. Chem -Fast Anchoring System b. Powers Fasteners, Inc. AC 100 Anchoring System C. ITW Ramset Epcon System B. Pipe Support: Smooth EPDM rubber pipe support sized to fit the diameter of the pipe being supported and height adjustable. Acceptable products include: 1. Olympic Olyflow PipeGuard 2. Erico Caddy Pyramid EZ Series 3. Portable Pipe Hangers 4. Miro Industries PART 3 EXECUTION 3.01 EXAMINATION A. Verification of Conditions: Examine subsurfaces to receive Work and report detrimental conditions in writing to Architect. Commencement of Work will be construed as ac- ceptance of subsurfaces. B. Coordination: Coordinate with other Work which affects, connects with, or will be con- cealed by this Work 3.02 INSTALLATION A. Ladder: 1. Drill 5/8" diameter hole a minimum of 2-1/2" into masonry wall using the appro- priate drill bit. 2. Use brush and/or compressed air to remove all dust and debris from hole. 3. Insert HIT -S Screen tube into hole and fill to front edge of screen with HY 20 adhesive (minimum l pump for S12 screen tube). 4. Insert HIT -A Rod into adhesive -filled screen, twisting slightly. Fastener may be adjusted during specified gel time. Do not disturb fastener between specified gel and cure time. Sebastian Corners Roof Replacement .077200-2 Roof Accessories 5. Install fixed steel ladder and secure to HIT -A Rods with washers and nuts. Do not exceed maximum torque on anchors. B. Pipe Supports 1. Provide pipe supports at all rooftop gas, electrical conduit and condensation lines with a 5' maximum spacing. 2. Provide new PVC condensation lines with integral P -trap on HVAC units. 3. Route condensation lines to nearest drainage point (i.e. roof drain, gutter, or scup- per). 3.03 CLEANING A. During the course of the Work and on completion, remove and dispose of excess materials, equipment and debris away from premises. END OF SECTION 07 72 00 Sebastian Corners Roof Replacement . 07 72 00-3 Roof Accessories