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HomeMy WebLinkAboutAtlantic Roofing II of Vero Beach Incarc Of SE�TMN HOME OF PUICAN ISLAND CERTIFICATE OF PROJECT COMPLETION Date Accepted: 11/22/16 Project Name & #: Police Roof Repairs # Al 613 Total Project Expenditures: $ 73,156.05 Project Location: Police Department Contractor: Atlantic Roofing II Contract Amount: $ 72,195.00 Pursuant to the above captioned contract and in compliance of same, we the undersigned do hereby certify that this project is complete. Issuance of this certificate releases the contractor from any further responsibility except as stipulated in the contract as is relates to bond performance, payment of subcontractors, release or liens, maintenance and indemnity. All contractual obligations as to warranty, insurance, indemnification and patents, shall remain in full effect for the contractually stipulated period of time. In no way does the issuing of this certificate release the Contractor from all legal obligations as stipulated in Chapter 713 of the Florida Statutes. Therefore, having reviewed the contract and inspected the work, the undersigned to hereby accept the segment as being Procurement ager L i ub is Works ' ector !/r City ager Q ' U City Attorney (l Date D to Date Date Date Date I -ZO-17 Date Police Reroofing Bid Due: No Later Than 2:0,_ P.M. on Ma -y 16, 2016 Bid Opening: Beginning at 2:00 P.M. on May 16, 2016 BID PROPOSAL PRICE FORM The undersigned having become thoroughly familiar with all of the Bidding Documents incorporated herein and having attended a Pre -Bid Conference / Meeting, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, meeting or exceeding the specifications as set forth herein for the price(s) quoted below. The price(s) quoted is (are) inclusive of any Addenda which may have been issued prior to this submittal. By the signature below, the Vendor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Vendor agrees to enter into said agreement within ten (10) consecutive calendar days notice by the City, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain firm for sixty (60) days following bid opening date. The City shall be entitled to liquidated damages in the amount of three hundred Dollars ($300.00) per day for every day that the Contractor is late in completing the work as stipulated in the agreement, and bidding documents. Said damages shall be deducted by the City from monies due Contractor. The contract time is 90 consecutive calendar days from start of work date. The Bid Items on the Project will be authorized for construction at the discretion of the City of Sebastian. Police Building (XX SF) 1. Mobilization 2. Reroofing 3. Remove and Replace Wet Insulation 4. Warranty Atlantic Roofing II of Vero Beach Inc. Name of Firm (Please Type or Print): 4020 43rd Ave Vero Beach FL 32960 Firm's Address - 772 -257-5730 Quantity Units Unit Price Fee _1 _LS $2,020.00 $2,020.00 _1 ,LS $61,175.00 $61,175.00 21000 SF -$3.20 $6.400.00 _1 _LS $1,000.00 $1,000.00 Total Bid $70,595.00 772-257-5740 Telephone Number(s): Fax Number(s): William Lasky Jr. Vice President, w[jatr@aol.com Email Address (es): Nam i t orizedVi?rrestativ ( ease Type or Print) el -5/16/16 gnature of A tatrve Vate 51g—nR— A-9 DRUG-FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087 hereby certifies that Atlantic Roofing II of Vero Beach Inc. does: I. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug free workplace, any available drug counseling, rehabilitation, employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in Paragraph 1. 4. In the statement specified in Paragraph 1, notify the employees that, as a condition of working on the commodities or contractual services that the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug free workplace through implementation of Paragraph 1 through 5. As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. Date: 5116116 Signa A -lo PUBLIC ENTITY CRIMES FORM Any person submitting a quote, bid, or proposal in response to this invitation or Agreement, must execute the enclosed form swom statement under section 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES, including proper check(s), in the space(s) provided, and enclose it with his quote, bid, or proposal. If you are submitting a quote, bid or proposal on behalf of dealers or suppliers who will ship commodities and receive payment from the resulting Agreement, it is your responsibility to see that copy(ies) of the form are executed by them and are included with your quote, bid, or proposal. Corrections to the form will not be allowed after the quote, bid, or proposal opening time and date. Failure to complete this form in every detail and submit it with your quote, bid, or proposal may result in immediate disqualification of your bid or proposal. The 1989 Florida Legislature passed Senate Bill 458 creating Sections 287.132 -133, Florida Statutes, effective July 1, 1989. Section 287.132(3)(d), Florida Statutes, requires the Florida Department of General Services to maintain and make available to other political entities a "convicted vendor" list consisting of persons and affiliates who are disqualified from public and purchasing process because they have been found guilty of a public entity crime. A public entity crime is described by Section 287.133, Florida Statutes, as a violation of any State or Federal law by a person with respect to and directly related to the transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or Agreement for goods or services to be provided to any public entity or with an agency or political subdivision and involving antitrust, fraud, theft, bribery, collusion,'racketeering, conspiracy, or material misrepresentation. By law no public entity shall accept any bid from, award any Agreement to, or transact any business in excess of the threshold amount provided in Section 287.017, Florida Statutes, for category two (currently $10,000) with any person or affiliate on the convicted vendor list for a period of 36 months from the date that person or affiliate was placed on the convicted vendor list unless that person or affiliate has been removed from the list pursuant to Section 287.133(3)(f), Florida Statutes. Therefore, effective October 1, 1990, prior to entering into an Agreement (formal Agreement or purchase order) in excess of the threshold amount of $10,000 to provide goods or services to THE CITY OF SEBASTIAN, a person shall file a sworn statement with the Contract/Agreement officer or Purchasing Director, as applicable. The attached statement or affidavit will be the form to be utilized and must be properly signed in the presence of a notary public or other officer authorized to administer oaths and properly executed. THE INCLUSION OF THE SWORN STATEMENT OR AFFIDAVIT SHALL BE SUBMITTED CONCURRENTLY WITH YOUR QUOTE OR BID DOCUMENTS. NON- INCLUSION OF THIS DOCUMENT MAY NECESSITATE REJECTION OF YOUR QUOTE OR BID. A-11 1. 2. SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement is submitted with Bid, Proposal or Agreement No. THE CITY OF SEBASTIAN. 16-10 for This sworn statement is submitted by Atlantic Roofing II of Vero Beach Inc. (name of entity submitting sworn statement) whose business address is 4020 43rd Ave. Vero Beach FL 32960 and (if applicable) its Federal Employer Identification (FEIN) is 32-0340502 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 3. My name is William Lasky Jr. _ (please print name of individual signing) and my relationship to the entity named above is Vice President 4. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or Agreement for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. S. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 6. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: (1) A predecessor or successor of a person convicted of a public entity crime; or (2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 7. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Agreement and which bids or applies to bid on Agreements for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact A-12 business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 8. 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, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. 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, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AND (Please indicate which additional statement applies.) There has been a proceeding concerning the conviction before a hearing officer of the State of Florida, Division of Administrative Hearings. The final order entered by the hearing officer did not place the person or affiliate on the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate was placed on the convicted vendor list. There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administrative Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate has not been placed on the convicted ven r t. ease describe any action taken by or pending with the Departmen Srvic (Signature) Date: 5116116 STATE OF FLORIDA COUNTY OF Indian River The foregoing instrument was acknowledged before me this William Lasky Jr. , Vice President Atlantic Roofing II of Vero Bea0ame of partnership), a partnership. Hels as identification and did ( ) did p STEVEN N.COTTRELL Notary Public - State of Florida . ; ; • Commission # FF 970891 ,o; My comm. Expires May 15. 2020 Bonded through National Notary Assn Name: 16th day of MAY , 2016 (title) on behalf by of personally known to me &410 take an oath. My Commission Expires: 5/15/2020 Commission Number: 5F-970891 A-13 BIDDER OUALIFICATION OUESTIONNAIRE (This form is not required to be included in the bid proposal submittal. However, prior to any Contract Award, such Bidder Qualification Questionnaire must be completed and submitted by the Bidder, and reviewed and approved by the City.) Submitted by Atlantic Roofing II of Vero Beach Inc Name of Bidder Roofing CCC1326188 I�Contractoes License # Federal Identification # Principal Office Address: 4020 43rd Ave. Vero Beach, FL 32960 { ) An Individual ( ) A Partnership (X) A Corporation (1) How many years has your organization been in business as a contractor under your present name? 5 years Roofing (2) How many years experience in work has your organization had as a contractor? As a Subcontractor? 5 years 5 years (3) List below the requested information concerning projects your organization has completed in the last five (5) years for the type of work required in this project. (Use additional sheets if necessary). Include the type of work similar to the work included in this contract if possible. Project Contract Required Actual Name/Address/Tel Title AmountCompletion Date Completion Date of Owner See Attached (4) Have you ever failed to complete any work awarded to you? If so, where and why? No (5) Has any officer or partner of your organization ever been an officer or partner of some other organization that A-!4 failed to complete a construction contract? If so, state name of individual, name of other organization, and reason therefore. No (6) Has any officer or partner of your organization ever failed to complete any construction contract handled in his own name? If so, state name of individual, name of owner and reason therefore. No (7) Give below any information which would indicate the size and capacity of your organization, including number of employees, equipment owned by your organization, etc., which are available for utilization on this Contract. Employees: 40 +3 management Various Hand and Power tools including metal break, metal shear (8) What is your bonding capacity? $2.5M - Single Project/ $5M Aggregate (9) What amount of your bonding capacity has been used as of the date of this bid? $1,465,326.00 (10) How many applications for performance and payment bonds have you made in the last three (3) years? 3 (11) How many of these applications were not approved? zero (1 Z) Have any claims been filed against your surety bond company in the last five (5) years? If so, describe the nature of the claims and give the names of the surety companies, dates of each claim, identifying numbers of each claim, amounts of each claim, and the status of each claim. (Use additional sheets if necessary.) A -1s zero (13) Have your company been in disputes or litigations in the last five (5) years over construction projects which are completed or still pending for completion? If so, describe the nature of the disputes or litigations and state the Owner's Name, Address, Telephone, and amount of disputes or litigations. (Use additional sheets if necessary.) No 1, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date hereinafter set forth, and that those examining this document have my permission to contact any or all of those parties listed in this questionnaire. incorrect or misleading statements in this questionnaire shall be grounds for a determination of non -responsibility with respect to such contractor. r Atlantic Roofing II of Vero Beach Inc. (TYPE OR PRINT COMPANY NAME) 4020 43rd Ave. Vero Beach, FL 32960 (TYPE OR PRINT ADDRESS) A-16 ATLANTIC ROOFING II OF VERO BEACH INC TAB #4 ATTACHMENT (A) JOBS 300,000 AND ABOVE 5/1/2015 YEAR CONTACT DESCRIPTION ADDRESS COMPLETED COST OWNER PHONE DAYTONA ARIPORT PHASE 1 700 CATALINA DR 2014 $721,452.96 VOLUSIA COUNTY GARY MORTON DAYTONA BEACH FL 32114 386-804-9229 DAYTONA AIRPORT PHASE II 700 CATALINA DR 2015 1,062,503.39 DAYTONA BEACH FL 32114 VOLUSIA COUNTY GARY MORTON 386-804-9229 WARNER ROBINS AFB BLDG 321 WARNER ROBINS 2013 110058,826 UNITED STATES 561-924-2559 AIRFORCE BASE AIR FORCE DAVE BEHRINGER WARNER ROBINS, GA 31098 SPINNAKER POINTE 1855 BAY RD 2014 VERO BEACH FL 32963 653,91.92 SPINNAKER POINTE 772-410-5204 CONDOMINIUM STEVE SMITH ASSOCIATION c March 9, 2016 Atlantic Roofing 11 of Vero Beach, Inc. 4020 43'd Ave. Vero Beach, FL 32960 Re: Statement of Bondability To Whom It May Concern: ACE Surety Spectrum i Office Building 4901 N.W. 17' Way Suite 304 R. Lauderdale, FL 33309 Dennis 3. Wills Assistant Vice President 954-492-3941 Tel 954-689.6585 Fax Dennis.Wlls r• acegroup.corn viww.ace-ina.com This is to advise you that our office provides Bid, Performance, and Payment Bonds for Atlantic Roofing 11 of Vero Beach, Inc. Their surety is Westchester Fire Insurance Company which carries an A.M. Best Rating of A++ XV and listed in the Department of the Treasury's Federal Register. Based upon normal and standard underwriting criteria at the time of the request, we should be in a position to provide Performance and Payment Bunds up to $2,50_0,000.00 forr a. single pro}ect and $5,000,000.00, in the aggregate. Atlantic Roofing 11 of Vero Beach, lnc. has a bonding capacity of $3,534,674.00 as of today. We obviously reserve the right to review final contractual documents, bond forms and obtain satisfactory evidence o; funding prior to final commitment to issue bonds Atlantic Roofing 11 of Vero Beacon, Inc. is an excellent contractor and we hold them in highest regard. We feel extremely confident in our contractor and encourage you to offer there an opportunity to execute any upcoming protects. This letter is not an assumption of liability, nor is it a bid or performance and payment bond. 1t is issued only as a bonding reference requested by our respected client. If you should have any questions, please do not hesitate to give me a call. �incerel Y� 0,-e at a-3 ACE Gia p of Irsuame & Reinsurance Companies . -10 Document A310 TM - 2010 Conforms with The American institute of Architects AIA Document 310 Bid Bond CONTRACTOR: ('Name, legcrl.stattrs crrtd crddi c x�j Atlantic Roofing II of Vero Beach, Inc. 4020 43RD Avenue Vero Beach FL 32960 OWNER: (Name. legal stattts and address) City of Sebastian 1225 Main Street Sebastian FL BOND AMOUNT: $ 5% 32958 SURETY: {'1N'tane, legal status tntd principal place o f hasiitess} Westchester Fire Insurance Company 436 Walnut Street Philadelphia PA Mailing Address for Notices 436 Walnut Street Philadelphia PA Five Percent of Amount Bid 19106 This document has important legal consequences. Consultation with an attorney is encouraged with respect to Its completion or modification. 19106 Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. PROJECT: (A'ante, locatloi or address: aid Project number, U'any) Sebastian Police Station Reroof, Project No. 16-10, 1225 Main Street, Sebastian, FL 32958 The Contractor and Surety are bound to the 0%vner in the amount set forth above. for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Ovaier and Contractor, and the Contractor either (1) enters into a contract «ith the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owwier, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perlbrm the work covered by mid bid, then this obligation shall be null and void, othemise to remain in full fierce and effect. The Surety hereby waives any notice ol'an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver or notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time liar acceptance or bids sped ied in the bid documents, and the 0%%tner and Contractor shall obtain the Surety's consent liar an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor. the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location orthe Project, any provision in this Bond colnflicting % ith said statutory or legal requirement shall be deemed deleted herefrom and provisions cunibrming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Hand shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 16th' day of May, 2016. Atlantic Roofing II of Vero Beao, Inc. 8 (Prinelpal r. (Seal] 00, tll'ltiess)�01 B tte> V -- Westchester Fire Insurance Company (Surety) By: S-00541As 8110 (nav) Brett Rosenhaus , Attorney -m -Fact .-4 Power of WESTCHESTER FIRE INSURANCE COMPANY Attorney Know all men by these presents: That WESTCHESTER FIRE INSURANCE COMPANY, a corporation of the Commonwealth of Pennsylvania pursuant to the following Resolution, adopted by the Board of Directors of the said Company on December 11, 2006, to wit: "RESOLVED, that tho foilowing authorizations relate to the execution4 for and on behalf of the company, of bands, undertakings, rocognisancea, cornu- and other written commitments of the Company entered into the ordinary course of businw (each a "Written Commitment'): (1) Each of the Chairman, the President and the Vico Presidents of the Company is hereby authorized to executo any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise. (2) Each duly appointed attorney-in•fact of the Company is hereby authorizod to execute any Written Commitment for and on bdwrof the Company. under the seal of the Company or otherwise. to the extent that such action is authorized by the grant of powers provided for in such persons written appointment as such attorney-in-faa . (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the atmmoy-in4d of tho Company with full power and authority to exoatto, for and on behalf of the Company, under the seal of the Company or otherwise. such Written Commitmonts of the Company as may be specified in such written appointment, which specification may be by ganeral type or class of Written Commitments or by specification of one or more particular Written Commitment: (4) Each of the Chain= the President and Vico Presidents of the Company in hereby authorized, for and an behalf of tho Company, to delegate in writing any other officer of tho Company the authority to oxoeuto, for and on behalf of the Company, under the Company's seat or otherwise, loch Written Commitments of the Company a aero spedfiod in such written dolegatiorr; which specification may be by general type or cess of Written Commitments or by spodfication of one or mono particula Written Commitments (5) The signature of any officer or other potson oxeci ft any Written Commitment or appointment or delegation pursuant to this Resolution, and the sed of the Company. may be affixed by faWralle on such Written Commitment or written appointa=t or delegation FURTHER RESOLVED. that the foregoing Resolution shalt not be deemed to be an exclusive sure namt of the powers and authority of officers, anployoes and other pawns to as for and an bdWf of the Company. and such Resolution shall not limit or otherwise affect the exetciso of any such power or authority otherwise validly granted or vested. Does hereby nominate, constitute and appoint Brett Rosenhaus, Charles D Nielson, Charles J Nielson, David R Hoover, Edward M Clark, Ian A Nipper, Joseph P Nielson, Katherine S Grimsley, Kevin R Wojtowicz, Laura D Mosholder, all of the City of MIAMI LAKES, Florida, each individually if there be more than one named, its true and lawful attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof in penalties not exceeding Ten million dollars & zero cents ($10,000,000.00) and the execution of such writings in pursuance of these: presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office, IN WITNESS WHEREOF, the said Stephen M. Haney, Vice -President, has hereunto subscribed his name and affixed the Corporate seal of the said WESTCHESTER FIRE INSURANCE COMPANY this 18 day of March 2016. WESTCHESTER FIRE INSURANCE COMPANY COMMONWEALTH OF PENNSYLVANIA COUNTY OF PHILADELPHIA ss. On this 18 day of March, AD. 2016 before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came Stephen M. Haney ,Vice -President of the WESTCHESTER FIRE INSURANCE COMPANY to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is the corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above written. IN -arm PAk WN tea.. Plti: 4 •s4 W A ,.: r % �� the I. the undersigned Assistant Secretary of the WESTCHESTER FIRE INSURANCE COMPANY, do hereby certify that the ongi .a t P ER OF `A ORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. zo In witness whereof, i have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal of the Corporation, is day of • 100#� L Kelt p. AwbhA THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER March 18,20 18. r Jt y£NSIME, % 'O i aocuGard 04546 contains a security pantograph, blue background, heat -sensitive ink coin -reactive Evatermark, and microtext printing on border. �•4rh MEAT OPS O 05-27-2016 10:28 AM Fax .-> Insurance Coordinator 02 A oR�® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIODIYYYY) 5/27/2016 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 SIHLE INSURANCE GROUP, INC. P. O. BOX 160398 ALTAMONTE SPRINGS FL 32716 COONNT CT Certificate Department PHONE 407-869-5490 AIC. N017 FAx 407-389-3580 E-MAIL Certificates@sihle.com INSURERS AFFORDING COVERAGE NAIC0 Y INSURER A : Westfield Insurance Group 24112 CWP4501378 INSURED J&JMILL-01 INSURER B :Brid efield Employers Ins. Co. 10701 INSURER C: J 8r J Millwork / Cook Tekton Inc., dba 200 N. Holly Avenue Sanford FL 32771 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 1830576639 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. INSR LTR TYPE OF INSURANCE A00LISMIR INSO WVO POLICY NUMBER POLICY EFF IMMfOOIYYYYi POLICY EXP IMMIOOIYYYYILIMITS A X COMMERCIAL GENERAL LIABILITY Y CWP4501378 3/4/2016 3/4/2017 EACH OCCURRENCE 51:000 000 CLAIMS -MADE F] OCCUR PREMISES Ea occurrence 5150.000 MED EXP (Any one person) $1.000 X XCU Included PERSONAL 8 ADV INJURY $1;000.000 X Contractual Liab GENERAL AGGREGATE 52.000.000 GENT AGGREGATE LIMIT APPLIES PER POLICY PRO. LOC PRODUCTS • COMP/OP AGG S2.000000 $ OTHER A AUTOMOBILE LIABILITY CWP4501378 3/412016 31412017 LuEa acadent $1,000.000 BODILY INJURY (Perperson) $ X ANY AUTO AUTOWNED SCHEDULED X HIRED AUTOS X NON OWNED AUTOS BODILY INJURY (Per accident) S Per acadent S PIP $10.000 AX UMBRELLA LIAO X OCCUR CWP4601376 3/4/2016 3/4/2017 EACH OCCURRENCE 52:000 DOD AGGREGATE $2;000000 EXCESSLIAB I CLAiMS•MADE DED X RETENTION S -O- S B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y� OFFICERIrtEra BER EXCLUDED (Mandatory in NH) NIA 83055343 3/4/2016 3/4/2017 X 1 PER STATUTE ERH E.L. EACH ACCIDENT $1;000 000 E.L. DISEASE . EA EMPLOYEE $1:000 DOD E.L. DISEASE • POLICY LIMIT $17000000 lyes. describe under DESCRIPTION OF OPERATIONS below A Installation Floater CWP4501378 3/412016 3/4/2017 Jobsite Limit $10.000 Castastrophe Limit $1,000:000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached it more space is ragwred) Job Site: Police Station 1201 Main St, Sebastian, FI 32958 City of Sebastian is included as Additional Insured with respect to General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2014101) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sebastian THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1226 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Sebastian FL 32958 AUTHORIZED REPRESENTATIVE ACORD 25 (2014101) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 05-27-2016 8:40 AM Fax > Insurance Coordinator 02 A� o® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 5/27/2016 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 SIHLE INSURANCE GROUP, INC. P.O. BOX 160398 ALTAMONTE SPRINGS FL 32716 CONTACT NAME: Maureen Harvey PHONE , 407.869-0962 FAX 407-774-0936 EMAIL . mharvey@sihle.com INSURERS AFFORDING COVERAGE NAIC0 7!7!2015 INSURERA:Western World Insurance Co Inc 13196 EACH OCCURRENCE $1;000:000 INSURED ATLAROO-01 INSURER 8: PROG R ESSIVE EXPRESS INS CO. 10193 INSURER C :Brid efield Employers Ins. Co. 10701 Atlantic Roofing II of Vero Beach, Inc. 4020 43rd Avenue Vero Beach FL 32960 INSURER O :Commerce &Industry Insurance 19410 B AUTOMOBILE LIABILITY ANY AUTO AUTOWNED X SCHEDULED AUTOS X HIREDAUTOS X NONQwNED AUTOS INSURER E INSURER F : 03292623.1 COVERAGES CERTIFICATE NUMBER: 895226112 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. INSR LTR TYPE OF INSURANCE A00L INSO SWIR WVO POLICY NUMBER POLICY EFF -UMMIDDIYYYYI POLICY EXP 1MMID0fYYYYILIMITS Sebastian FL 32958 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F—x ] OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY E ECT F1 LOC OTHER? Y PGP0789713 7!7!2015 7/7/2016 EACH OCCURRENCE $1;000:000 PREMISES Ea occurrence 5100,000 MED EXP (Any one persan) $5;000 PERSONAL& ADV INJURY $1;000.000 GENERAL AGGREGATE 52:000 000 PRODUCTS - COMP,OP AGG $2:000 000 S B AUTOMOBILE LIABILITY ANY AUTO AUTOWNED X SCHEDULED AUTOS X HIREDAUTOS X NONQwNED AUTOS 03292623.1 9124/2015 9/24/2016 Ea acudent S1.000000 BODILY INJURY (Peroerson) S BODILY INJURY (Per accident) S Per acadent S $ DUMBRELLA X LU►B EXCESSLAB x OCCUR ICLAIMS-MADE SE017365606 8/1012015 71712016 EACH OCCURRENCE S1.000000 AGGREGATE 51:000000 DED I X RETENTIONS 10.000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y ANY PRO PRIETOR/PARTNERIEXECUTIVE � OFFICERItdEMBER EXCLUDED (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 830-51951 11/15/2015 11/1512016 X STATUTE ERH E.L. EACH ACCIDENT $1,000 000 E.L. DISEASE - EA EMPLOYEE 51,000 000 E.L. DISEASE - POLICY LIMIT 1 $1,000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Sebastian is included as Additional Insured with respect to General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2014101) @ 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sebastian THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 1226 Main Street Sebastian FL 32958 AUTHOR ED REPRESENTATIVE ACORD 25 (2014101) @ 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD intent of the Agreement Documents is to set forth requirements of performance, type of equipment and structures, and standards of materials and construction. It is also intended to include all labor and materials, equipment, and transportation necessary for the proper execution of the Work, to require new material and equipment unless otherwise indicated, and to require complete performance of the Work in spite of omission of specific reference to any minor component part and to include all items necessary for the proper execution and completion of the Work by the Contractor. Performance by the Contractor shall be required only to the extent consistent with the Agreement Documents and reasonably inferable from them as being necessary to produce the intended results. 2.2 ENTIRE AND SOLE AGREEMENT Except as specifically stated herein, the Agreement Documents constitute the entire agreement between the parties and supersede all other agreements, representations, warranties, statements, promises, and understandings not specifically set forth in the Agreement Documents. Neither party has in any way relied, nor shall in any way rely, upon any oral or written agreements, representations, warranties, statements, promises or understandings not specifically set forth in the Agreement Documents. 2.3 AMENDMENTS The parties may modify this Agreement at any time by written agreement. Neither the Agreement Documents nor any term thereof may be changed, waived, discharged or terminated orally, except by an instrument in writing signed by the party against which enforcement of the change, waiver, discharge or termination is sought. 2.4 CONSTRUING TERMS This Agreement shall not be construed against the party who drafted the same, as both parties have obtained experts of their choosing to review the legal and business adequacy of the same. 2.5 GOVERNING LAW AND WAIVER OF TRIAL BY JURY This Agreement shall be governed by the laws of the State of Florida, and any venue for any action pursuant to the Agreement Documents shall be in Indian River County, Florida. The parties hereto expressly waive trial by ,jury in any action to enforce or otherwise resolve any dispute arising hereunder. 2.6 TERM This Agreement shall commence on the day it is executed by both parties and the term of the Agreement shall extend until the Project is complete unless terminated in accordance with the terms hereunder. 3.0 DEFINITION OF TERMS 3.1 GENERAL Whenever the following terms appear in these Agreement Documents, their intent and meaning shall, unless specifically stated otherwise, be interpreted as shown. 3.2 ACT OF GOD The words "Act of God" mean an earthquake, flood, hurricane (or other named tropical event), tornado or other cataclysmic phenomenon of nature. Rain, Wind or other natural phenomenon (including tropical waves and depressions) of normal intensity for the locality shall not be construed as an Act of God. 3.3 ADDENDUM (re: bid documents) A modification of the plans or other contract documents issued by the Owner and distributed to prospective bidders prior to the opening of bids. All Addenda shall be considered as part of the Contract Documents. 3.4 AGREEMENT A written agreement is between the Contractor and the City of Sebastian defining in detail the work to be performed. The words Agreement and Contract are one and the same. 3.5 A.S.T.M. DESIGNATION Wherever the letters "A.S.T.M." are used in the Specifications, it shall be understood as referring to the American Society for Testing Materials. When reference is made to a certain Designated Number of a specification or test as set out or given by the American Society for Testing Materials, it shall be understood to mean the current, up-to-date standard specification or tentative specification for that particular process, material or test as currently published by that group. cfT.�e�i� The bid or proposal is the written offer of a Bidder to perform work described by the contract documents when made out and submitted on the prescribed proposal form properly sealed and guaranteed. The bid or proposal shall be considered as part of the Contract Documents. 3.7 BID BOND or PROPOSAL GUARANTEE Bidder is required to submit a Bid Bond or Proposal Guarantee in the amount of 5% of the Base Bid, in the form of a Cashier's Check, Unconditional Irrevocable Letter of Credit drawn in favor of the City of Sebastian on a National Bank, or a bond from a surety company duly licensed in the State of Florida. 3.8 BIDDER An individual, partnership, or corporation submitting a proposal for the work contemplated; acting directly or through a duly authorized representative. 3.9 CHANGE ORDER A written order issued to the Contractor by the City covering changes in the plans, specifications, or scope of work when the amount of work changed is not deemed sufficient to require a supplemental agreement, and/or to cover adjustments in the Contract Price or Contract Time. 3.10 CONTRACT ADDENDUM A special written provision modifying or clarifying the terms and conditions of the Contract. The Contract Addendum shall be considered as part of the contract documents. 3.11 CONTRACTOR The word "Contractor" shall mean an individual, partnership, or corporation, and its heirs, executors, administrators, successors and assigns, or the lawful agent of any such individual, firm, partnership, covenant or corporation, or its surety under any contract bond, constituting one of the principals to the Contract and undertaking to perform the work herein. 3.12 DIRECTED, ORDERED, APPROVED & ETC. Wherever in the Agreement Document the words "directed", "ordered", "approved", "permitted", "acceptable", or words of similar import are used, it shall be understood that the direction, order, approval or acceptance of the Owner is intended unless otherwise stated. 3.13 ENGINEER A Professional Engineer duly licensed and registered in the State of Florida and designated by the City as the Engineer -of -Record. The City may designate a staff member as Engineer who is not licensed. 3.14 GENERAL CONDITIONS The directions, provisions and requirements contained within the Agreement Documents, all describing the general manner of performing the Work including detailed technical requirements relative to labor, material equipment, and methods by which the Work is to be performed and prescribing the relationship between the City and the Contractor. 3.15 INSPECTOR A duly authorized representative of the City assigned to make official inspections of the materials furnished and of the work performed by the Contractor. 3.16 LABORATORY Any licensed and qualified independent laboratory designated by, or acceptable to the City to perform necessary testing of materials for this project. All testing will be the responsibility of the contractor to hire a licensed testing firm to conduct any testing which is included in the price of various bid items. 3.17 OWNER City of Sebastian 3.18 PERFORMANCE AND PAYMENT BONDS Contractor is required to submit bonds in the form prescribed by State Law, and generally as shown on sample forms herein, for Performance and Payment. 3.19 PLANS The official approved engineering plans, including reproduction thereof, showing the location, character, dimensions and details of the work to be done. All shop drawings submitted by the Contractor shall be considered as part of the contract documents. 3.20 PROPOSAL The proposal or bid is the written offer of a Bidder to perform the work described by the Contract Documents when made out and submitted on the prescribed proposal form, properly signed and guaranteed. The proposal or bid shall be considered as part of the contract documents. 3.21 SPECIAL CONDITIONS Special clauses or provisions, supplemental to the Plans, Standard Specifications and other contract documents, setting forth conditions varying from or additional to the Standard Specifications for a specific project. 3.22 SPECIFICATIONS The directions, provisions, and requirements together with all written agreements made or to be made, setting forth or relating to the method and manner of performing the Work, or to the quantities and qualities of materials, labor and equipment to be furnished under the Agreement. 3.23 SUBCONTRACTOR An individual, partnership or corporation supplying labor, equipment or materials under a direct contract with the contractor for work on the project site. Included is the one who supplies materials fabricated or formulated to a special design according to the plans and specifications for the particular project. 3.24 SUPPLEMENTAL AGREEMENT A written understanding, or proposal and acceptance, executed between the City and the Contractor subsequent to execution of the Agreement herein with the written consent of the Contractor's Surety, relating to the work covered by the Agreement and clarifying or furthering the terms thereof. A modification to the Agreement shall be made by Contract Addendum. 3.25 SURETY Surety is a corporation qualified to act as surety under the laws of Florida, who executes the Contractor's Performance and Payment Bonds and is bound with the Contractor for the acceptable performance of the contracted work and for the payment of all debts pertaining thereto. 3.26 WORK, (The) or PROJECT, (The) The public improvement contemplated in the Plans and Specifications, and all actions necessary to construct the same. 3.27 WORK ORDER Work orders are work instructions including specifications and plans that show the location, character, dimensions and details to the work to be done. Work orders are specific instructions, of limited scope, that will be a part of this contract. Work orders shall be considered as part of the contract documents. Any Work Orders considered to be Change Orders of any kind shall be in writing and address, at a minimum, any changes in the scope of work and the related impact on Contract Price / Cost and Time / Schedule. ARTICLE II - Performance 4.0 SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF THE SPECIFICATIONS The intent of the Specifications, Work Orders and other Contract Documents is that the Contractor furnishes all labor and materials, equipment, supervision and transportation necessary for the proper execution of the Work unless specifically noted otherwise. The Contractor shall do all the work described in the Specifications and other Contract Documents and all incidental work considered necessary to substantially complete the Work ready for use, occupancy, or operation in a manner acceptable to the City. 4.2 CONFLICT In the event of any inconsistency, discrepancy or conflict between the Agreement, Specifications, and other Contract Documents, the Agreement shall prevail and govern over all except a subsequently executed Contract Addendum; in the event of an inconsistency, discrepancy or conflict between documents, the Specifications shall prevail and govern. 4.3 DISCREPANCIES IN PLANS Any discrepancies found between the Specifications and site conditions, or any errors or omissions in the Specifications, shall be immediately reported to the Engineer and City. The City Engineer shall promptly determine the validity and seriousness of the claimed condition and correct any such error or omission in writing, or otherwise direct Contractor. Any work done by the Contractor after his discovery of such discrepancies, errors or omissions shall be done at the Contractor's risk. Any correction or errors or omissions in the Specifications may be made by the Engineer when such correction is necessary for the proper fulfillment of their intention as construed by the City Engineer. Where said correction of errors or omissions, except as provided in the next two (2) paragraphs below, adds to the amount of work to be done by the Contractor, compensation for said additional work shall be made under the Paragraph 10.7 CHANGES IN THE WORK below, except where the additional work may be classed under some item of work for which a unit price is included in the proposal. All work indicated in the Specifications and all work and material usual and necessary to make the Work complete in all its parts, whether or not they are mentioned in the Specifications, shall be furnished and executed the same as if they were called for in the Specifications. The Contractor will not be allowed to take advantage of any errors or omissions in the technical provisions of the Specifications. The Engineer will provide full information when errors or omissions are discovered. 4.4 SPECIFICATIONS AT JOB SITE One (1) complete set of the Specifications, Work Orders, Addenda, Change Orders, Shop Drawings and samples shall be maintained at the job site, in good order and annotated to show all changes made during the construction process, and shall be available to the Engineer and City at all times. A final copy thereof, along with "as -built" record drawings, operations and maintenance manuals, and data sheets, shall be delivered to the Engineer upon the completion of the Work. 4.5 DIMENSIONS Dimensions and project limits will be field measured in advance of the project with city staff from the projects limits of the golf course. Where the work of the Contractor is affected by finished dimensions, these shall be verified by the Contractor at site, and he shall assume the responsibility for their use. 4.6 SAMPLING AND TESTING Except as otherwise provided, sampling and testing of all materials, and the laboratory methods and testing equipment, required under the Specifications shall be in accordance with the latest standards or tenets of the American Society for Testing Materials. The testing of samples and materials shall be made at the expense of the Contractor, except where indicated otherwise. The Contractor shall furnish any required samples without charge. The Contractor shall be given sufficient notification of the placing of orders for materials to permit testing. As an exception to the above, when the Contractor represents a material or an item of work as meeting Specifications and under recognized test procedures it fails, any re -testing shall be at the Contractor's expense, billed at the Testing Laboratory's standard rate for individual tests. It is expected that all inspections and testing of materials and equipment will be done locally. If the Contractor desires that inspections for tests be made outside of the local area, all expenses, including per diem for the Engineer or Inspectors, shall be borne by the Contractor. 4.7 SHOP DRAWINGS (If Required) The Contractor shall provide shop drawings, setting schedules, and other drawings as may be necessary for the prosecution of the Work in the shop and in the field as required by the Specifications or Engineer's instructions. Deviations from the Plans and Specifications shall be called to the attention of the City at the time of the first submission of shop drawings and other drawings. The City's approval of any shop drawings shall not release the Contractor from responsibility for errors, corrections of details, or conformance with the Contract. Shop drawings shall be submitted according to the following schedule: (a) Seven (7) copies shall be submitted to the City at least thirty (30) days before the materials indicated thereon are to be needed or earlier if required to prevent delay of work or to comply with subparagraph (b). (b) The City shall, within fourteen (14) days of the submittal of any shop drawings, return three (3) copies to the Contractor marked with any corrections and changes required and noting if the drawings are acceptable as noted, or if resubmittal is required. (c) The Contractor shall then correct the shop drawings to conform to the corrections and changes requested by the City and resubmit six (6) copies to the City. (d) Three (3) copies of Approved Shop Drawings shall be returned to the Contractor by the City. 4.8 QUALITY OF EQUIPMENT AND MATERIALS In order to establish standards of quality, the Specifications may refer to certain products by name and catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design. The Contractor shall furnish to the City a complete list of his proposed desired substitutions prior to the signing of the Contract, together with such engineering and catalog data as the City may require. Further substitutions may be submitted during the course of work in accordance with Paragraph 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERIAL below. The Contractor shall abide by the City's judgment when proposed substitution of materials or items or equipment are judged to be unacceptable and shall furnish the specified material or item of equipment in such case. All proposals for substitutions shall be submitted to the City in writing by the Contractor and not by individual trades or material suppliers. The City will advise of approval or disapproval of proposed substitutions in writing within a reasonable time. No substitute materials shall be used unless approved by City in writing. 4.9 EQUIPMENT APPROVAL DATA The Contractor shall furnish one (1) copy of complete catalog data for every manufactured item of equipment and all components to be used in the Work, including specific performance data, material description, rating, capacity, material gauge or thickness, brand name, catalog number and general type. This submission shall be compiled by the Contractor and submitted to the City for review and written approval before any of the equipment is ordered. Each data sheet or catalog in the submission shall be indexed according to specification section and paragraph for easy reference. After written approval is received by the Contractor, submission shall become a part of the Contract and may not be deviated from except upon written approval of the City. Catalog data for equipment approved by the City does not in any case supersede the Contract Documents. The acceptance by the City shall not relieve the Contractor from responsibility for deviations from the Specifications, unless he has called the City's attention, in writing, to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the Contract Documents for deviations and errors. It shall be the responsibility of the Contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall order such sizes and shapes of equipment that the field installation shall suit the true intent and meaning of the Plans and Specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent of the Specifications, and to make all changes in the Work required by the different arrangement of connections at his own expense. 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERLAL After the execution of the Contract Agreement, the substitution of equipment and/or material for that specified will be considered if: (a) The equipment and/or materials proposed for substitution is determined by the City to be equal or superior to that specified in the Contract; (b) Unless determined to be of superior quality, the equipment and/or material proposed for substitution is less expensive than that specified and that such savings to the City, as proposed by the Contractor, are submitted with the request for substitution. If the substitution is approved, the Contract price shall be reduced accordingly; and (c) The equipment and/or material proposed for substitution is readily available and its delivery and use, if approved as a substitution, will not delay the scheduled start and completion of the specified work for which it is intended or the scheduled completion of the entire work to be completed under the contract. No request will be considered unless submitted in writing to the City and approval by the City must also be in writing. To receive consideration, requests for substitutions must be accompanied by documentary proof of the actual difference in cost to the Contractor in the form of quotations to the contractor covering the original equipment and/or material, and also equipment and/or material proposed for substitution or other proof satisfactory to the City. It is the intention that the City shall receive the full benefit of the saving in cost involved in any substitution unless the item is substituted for one designated in the Specifications by specific manufacturer's name and type, in which case one-third of the savings shall accrue to the benefit of the Contractor. In all cases, the burden of proving adequate proof that the equipment and/or material offered for substitution is equal or superior in construction and/or efficiency to that named in the Contract shall rest on the Contractor and the proof will be submitted to the City. Request for substitution of equipment and/or material which the Contractor cannot prove to the satisfaction of the City, at its sole discretion and judgment, to be equal or superior in construction and/or efficiency to that named in the Contract will not be approved. 5.0 MATERIALS AND WORKMANSHIP All materials and equipment used in the Work shall meet the requirements of the respective Specifications, and shall not be used until it has been approved in writing by the City. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and additional features of the item are specifically required by the specifications, the additional features specified shall be provided whether or not they are normally included in the standard manufacturer's item listed. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and the specified item becomes obsolete and is no longer available, the Contractor shall provide a substitute item of equal or superior quality and performance which is acceptable to the Engineer and City and is currently available, at no increase in Contract price. 5.2 STORAGE OF MATERIALS Materials and equipment shall be stored so as to incur the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard clean surfaces, and not on the ground, and/or they shall be placed under cover. Stored materials and equipment shall be located so as to facilitate prompt inspection. Private property zoned for or adjacent to land zoned for residential uses shall not be utilized for storage purposes without special prior arrangement. 5.3 REJECTED WORK AND MATERIAL Any materials, equipment or work which does not satisfactorily meet the Specifications may be condemned by the Engineer or City by giving a written notice to the Contractor. All condemned materials, equipment or work shall be promptly taken out and replaced. All materials and equipment which do not conform to the requirements of the Contract Documents, are not equal or superior to samples approved by the Engineer and City, or are in any way unsatisfactory or unsuited to the purpose, for which they are intended, shall be rejected. Any defective work whether the result of poor workmanship, use of defective materials, damaged through carelessness or from other cause shall be removed within ten (10) days after written notice is given by the City, and the work shall be re - executed by the Contractor. The fact that the Engineer or the City may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Should the Contractor fail to remove rejected work or materials within ten (10) days after written notice to do so, the City may remove them and may store the materials and equipment. Satisfaction of warranty work after final payment shall be in accordance with Paragraph 10.15. 5.4 MANUFACTURER'S DIRECTION Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the manufacturer unless herein specified to the contrary. 5.5 SKILL AND CHARACTER OF WORKERS All workers must have sufficient knowledge, skill and experience to perform properly the work assigned to them. Any supervisor or worker employed by the Contractor or subcontractors who, in the opinion of the Engineer or the City does not perform his work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate manner shall, at the written request of the City, be discharged immediately and shall not be employed again in any portion of the Work without the approval of the City. The Contractor shall at all times be responsible for the conduct and discipline of its employees and/or any subcontractor or persons employed by subcontractors. 5.6 CUTTING AND PATCHING The Contractor shall do all necessary cutting and patching of the Work that may be required to properly receive the work of the various trades or as required by the Plans and Specifications to complete the Work. Contractor shall restore all such cut or patched work as directed by the Engineer or the City. Cutting of existing structures that could endanger the Work, adjacent property, workmen or the public shall not be done unless approved by the Engineer and under Engineer's surveillance. 5.7 CLEANING UP The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by its employees or work. At the completion of the Work, contractor shall remove all rubbish, tools, scaffolding and surplus materials and shall leave the Work "broom clean" or its equivalent, unless more exactly specified, and shall insure that all debris and other unsightly objects are removed and disposed of in a satisfactory manner. At no additional expense to the City, the Contractor will restore to their original conditions or better, as nearly as practicable, those portions of the site not designated for alteration and all such property, structure, utilities, landscaping, etc., disturbed or damaged during the prosecution of the Work. Final payment will be withheld until such clean up and repairs are completed The Work will be considered complete only after all debris and unused material due to or connected with the Work have been removed and the surrounding area left in a condition satisfactory to the City. In the event the City finds that the Contractor has not complied in keeping the job site clean, the City may, after twenty-four (24) hours written notice to the Contractor to correct the situation, elect to have the job site cleaned by an independent labor force. The cost of cleaning by said independent labor force shall be deducted from moneys due the Contractor. 5.8 CITY'S OWNERSHIP OF MATERIALS Any and all materials, whether structural or natural, found within the limits of the project remain the property of the City unless City ownership is specifically conveyed to the Contractor. All material, equipment and work become the sole property of the City as installed. These provisions shall not be construed as relieving the Contractor from the sole responsibility for all materials and work for which payments have been made, for the restoration of damaged work, or as a waiver of right of the City to require the fulfillment of all the terms of the Contract. 5.9 GUARANTEE The Contractor shall warrant all its material and equipment furnished and work performed for a period of one (1) year from the date of final written acceptance of the Work by City. Satisfaction of warranty work after final payment shall be as per Paragraph 10.15. All equipment and material warranties or guarantees shall be drawn in favor of the City and the originals thereof furnished to the Engineer for review and acceptance prior to final payment. Such guarantee shall in no way limit or relieve the Contractor of liability from subsequent claims of beach of contract due to substandard materials or workmanship, nor shall such warranty period shorten the statute of limitations for bringing a breach of contract or other action based upon any such deficiencies. 6.0 CONSTRUCTION STAKING TO BE PERFORMED BY CONTRACTOR 6.1 PERSONNEL. EOUIPMENT AND RECORD REOUIREMENTS Adequate field notes and records shall be available for review by the City and Engineer as the Work progresses and copies shall be available if necessary. Any inspection or checking of the Contractor's field notes or layout work by the City and the acceptance of all or any part thereof, shall not relieve the Contractor the responsibility to achieve the lines, grades and dimensions shown in the Plans and Specifications. Prior to final acceptance of the project, the Contractor shall mark in a permanent manner on the surface of the completed Work all control points shown on the Plans. 6.2 CONTROL POINTS FURNISHED BY THE CITY The City will provide boundary or other control points and bench marks as shown on the Plans as "Contractor's Survey Control Point", if any is provided. The Contractor shall be responsible for all survey control of his work during construction. The Contractor shall preserve all reference points and benchmarks furnished by the City. 6.3 FURNISHING OF STAKE MATERIALS The Contractor shall furnish all stakes, templates and other materials necessary for establishing and maintaining the lines and grades necessary for control and construction of the Work. 6.4 LAYOUT OF WORK Utilizing the control points furnished by the City in accordance with Paragraph 6.2, the Contractor shall establish all horizontal and vertical controls necessary to construct the Work in conformance with the Specifications. The Work shall include performing all calculations required and setting all stakes needed such as grade stakes, offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide lines and grades for construction of all contract items. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the records for the Project. 6.5 SPECIFIC STAKING REQUIREMENTS Stakes to establish lines and grades shall be set at appropriate intervals to assure that the Project is constructed to meet the lines and grade per Specifications. For construction stakes and other control, references shall be set at sufficiently frequent intervals to assure that all components of a structure are constructed in accordance with the lines and grades. 6.6 PAYMENT The cost of performing layout work as described above shall be included in the contract prices for the various items of work to which it is incidental. 6.7 COORDINATION WITH CITY The City's recorded subdivision plats shall be considered correct. The distance, bearing and curve information provided shall be used by the Contractor's surveyor to establish alignment throughout construction. All surveying activities will be coordinated with the City's surveyor as needed for proper completion of all work on the site. 6.8 LOCATION OF EXISTING UTILITIES AND PIPING All existing underground utilities, such as telephone, cable television and electrical cables must be located by the Contractor prior to starting work. The Contractor shall contact the Utilities at least 48 hours prior to commencing any work within the project area. There may be other utilities within the project area. The cost of substantiating the location of utilities shall be borne by the Contractor and included in the bid price. The Contractor shall be responsible for the repair and/or replacement of any damage caused to utilities by Contractor forces during the course of construction. Utilities deemed to require relocation shall be identified by the Contractor prior to commencing work. The Contractor shall notice the City of the conflict and seek direction from the City prior to proceeding with work. Directions from the City may be to proceed despite conflict, place work order on hold and commence work at a different location, or relocate utilities under separate contract with the utility or a change order to be directed by the City. 7.0 PROGRESS AND COMPLETION OF WORK 7.1 CONTRACTOR'S OBLIGATION Contractor shall supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, unless the Contract Documents give other specific instructions concerning these matters. Unless otherwise provided in the Contract Documents, Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Unless otherwise provided in the Contract Documents, Contractor shall pay all sales, use and other similar taxes. Contractor shall enforce strict discipline and good order among Contractor's employees and other persons carrying out the Work. Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. Contractor currently holds and shall maintain at all times during the term of this Contract all required federal, state and local licenses necessary to perform the Work required under the Contract Documents. Contractor shall be responsible to the City for the acts and omissions of Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with Contractor. Contractor shall indemnify, defend and hold City harmless from all claims arising out of or related to its performance of the Work except for acts arising solely from the active negligence of the City. 7.2 START OF CONSTRUCTION The Contractor shall commence work on the date specified in the Notice to Proceed subsequently issued by the City, or as specifically noted in any Contract Addendum. However, in no case shall the Contractor commence work until the City has been furnished and acknowledges receipt of the Contractor's Certificates of Insurance and a properly executed performance and payment bond as required. 7.3 CONTRACT TIME The contractor shall complete, in an acceptable manner, all of the Work in the time stated in the Contract Agreement and any Addenda or Change Orders thereto. The contract time is 90 consecutive calendar days from start of work date. 7.4 SCHEDULE OF COMPLETION The Contractor's schedules are subject to the approval of the City, which shall not be unreasonably withheld, and shall reflect a logical sequence of the various components of work and the anticipated rates of production necessary to complete the Work on or before the completion date. Said schedules shall be submitted within ten (10) days of the execution of the agreement by the City except when requested otherwise and shall be updated and resubmitted to the City on the twenty-fifth (25th) day of every month with the Contractor's pay request. 7.5 COORDINATION OF CONSTRUCTION/PRECONSTRUCTION CONFERENCE The Contractor shall coordinate its work with other contractors, the City, and utilities to assure orderly and expeditious progress of work. The City shall hold a pre -construction conference at Sebastian City Hall at a time and date mutually agreed upon with the Contractor after the Contract has been awarded and fully executed. 7.6 PROPERTY OF OTHERS A. Public Ownership The Contractor shall be responsible for the preservation of all public property, trees, monuments, etc., along and adjacent to the street and/or right-of-way, and shall use every precaution necessary to prevent damage or injury thereto. He shall use suitable precautions to prevent damage to pipes, conduits and other underground structures, and shall protect carefully from disturbance or damage all monuments and property marks until a land surveyor has witnessed or otherwise referenced their location and shall not remove them until so directed by the Engineer in writing. The City shall remove and relocate all traffic control signs as required. B. Private Ownership Mail and newspaper boxes, sprinkler systems, ornamental shrubs, lawn ornaments, house numbers, fences, etc. may be removed and relocated by the property owners. The City will not remove, relocate, or re -install mail boxes, sprinkler systems, ornamental shrubs, etc. belonging to a private property owner. However, should such items not be removed or relocated by the start of construction, the Contractor shall remove the objects, in a manner which does not damage or injure the objects at no extra cost to the City, which interfere with the construction of the Project and place them on the property owner's front lawn just outside the project limits. Otherwise, the Contractor shall not enter upon private property for any purpose without obtaining permission from the property Owner thereof. Where extensive intrusions upon private property are required for construction, the City and Contractor shall cooperate to obtain Temporary Construction Easements from the landowner. 7.7 PROTECTION OF EXISTING UTILITIES AND FACILITIES All utilities and all structures of any nature, whether below or above ground, that may be affected by the Work but are not required to be disturbed or relocated by the very nature of the project, shall be protected and maintained by the Contractor and shall not be disturbed or damaged by Contractor forces during the progress of the Work; provided that, should the Contractor disturb, disconnect or damage any utility or any structure, all expenses of whatever nature arising from such disturbance or the replacement or repair and testing thereof shall be borne by the Contractor. 7.8 CROSSING PUBLIC FACILITIES When new construction crosses highways, railroads, streets or similar public facilities under the jurisdiction of state, county, city, or other public agency or private entity, the City through the Engineer shall secure written permission prior to the commencement of construction of such crossing. The Contractor will be required to furnish evidence of compliance with conditions of the permit from the proper authority before final acceptance of the Work by City. Road closures are governed by Paragraph 8.3. 7.9 CHANGES IN THE WORK The City may order changes in the Work through additions, deletions or modifications without invalidating the Contract; however, any change in the scope of work or substitution of materials shall require the written approval of the City. Compensation and time of completion affected by the change shall be adjusted at the time of ordering such change. New and unforeseen items of work found to be necessary and which cannot be covered by any item or combination of items for which there is a contract price shall be classed as changes in the Work. The Contractor shall do such changes in the Work and furnish such materials, labor and equipment as may be required for the proper completion of construction of the work contemplated. In the absence of such written order, no claim for changes in the Work shall be considered. Changes in the Work shall be performed in accordance with the Specifications where applicable and work not covered by the specifications or special provisions shall be done in accordance with specifications issued for this purpose. Changes in the Work required in an emergency to protect life and property shall be performed by the Contractor as required. 7.10 EXTENSION OF CONTRACT TIME No extension of time shall be valid unless given in writing by the City. No monetary compensation shall be given for such delay. A delay beyond the Contractor's control occasioned by an "Act of God" may entitle the Contractor to an extension of time in which to complete the Work as determined by the City provided, however, the Contractor shall immediately give written notice to the City of the cause of such delay. "Rain day" extensions shall be granted upon written request of the Contractor to the City's Project Manager when said Project Manager determines that weather conditions make it counterproductive to work on said days. "Rain day" requests must be submitted at the end of each work week or be waived, and the cumulative "rain day" extensions granted shall be processed as a Change Order with each pay submittal. In the event that the City suspends the Work as provided in Paragraph 9.3, the Contractor shall be granted an extension of time to complete the Work for as many calendar days as the Work was suspended; except, however, that the Contractor will not be granted an extension of time to complete the Work if the suspension was caused by a fault of the Contractor. 7.11 CORRECTION OF WORK Contractor shall, at no cost to the City, promptly correct Work failing to conform to requirements of the Contract Documents, whether observed before or after completion of the Work and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one (1) year from the date of completion of the Work or by the terms of an applicable special warranty required by the Contract Documents. The provisions of this Paragraph apply to the Work done by Subcontractors as well as to the Work done by direct employees of Contractor. Nothing contained in this Paragraph shall be construed to establish a period of limitation with respect to other obligations which Contractor might have under the Contract Documents. Establishment of the time period of one (1) year as described in Subparagraph 7.11(a) above relates only to the specific obligation of Contractor to correct the Work, and has no effect on the time within which the obligations of the Contract Documents may be enforced, nor to the time within which proceedings may be commenced to establish Contractor's liability with respect to Contractor's remaining contractual obligations. 7.12 LIQUIDATED DAMAGES In the event Contractor violates or fails to perform any provision of the Contract Documents, then the City may elect to receive, and Contractor agrees to pay, liquidated damages in the amount of three hundred dollars ($300) per day beyond the agreed completion date. Inspection of the Work by the City and the subsequent issuance of a notice by the City indicating substantial completion will be the date used to signify work completion. If completion is beyond the schedule agreed upon, liquidated damages may be imposed by the City on the Contractor and will be withheld from payment. It is expressly acknowledged by Contractor that said payment shall not be interpreted nor construed as a penalty but is in fact a good faith attempt to fix damages which the City will suffer in the event Contractor fails to perform as required hereunder or violates any provision of the Contract Documents. 8.0 PUBLIC HEALTH AND SAFETY 8.1 PROTECTION OF PERSONS AND PROPERTY The Contractor shall submit, for the City's approval, a project safety and security plan which describes the Contractor's plans and procedures to protect the safety and property of property owners, residents, and passers-by. The plan shall describe measures and precautions to be taken during working hours and non- working hours. A. Safety Precautions and Programs The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work in accordance with the U.S. Department of Labor Occupational Safety and Health Act and the laws of the State of Florida. This Contract requires that the Contractor and any and all subcontractors hired by the Contractor comply with all relevant standards of the Occupational Safety and Health Act. Failure to comply with the Act constitutes a failure to perform. The Contractor agrees to reimburse the City for any fines and/or court costs arising from penalties charged to the City for violations of OSHA committed by the Contractor or any and all subcontractors. B. Safety of Persons and Property The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to, all employees on the Work and all other persons who may be affected thereby; all the work materials and equipment to be incorporated therein, whether in storage on or off the project site, under the care, custody or control of the Contractor or any of his subcontractors; and other property on the project site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall be held fully responsible for such safety and protection until final written acceptance of the Work. Fire hydrants on or adjacent to the Work shall be kept accessible to fire fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the proper functioning of all swales, gutters, sewer inlets, drainage ditches and irrigation ditches, which shall not be obstructed except as approved by the City. The Contractor acknowledges that, in executing the Project, it will operate machinery and equipment that may be dangerous to the adjacent property owners and the general public. The Contractor will be required to conduct excavations for the Project that may be hazardous to person and property. The Contractor shall develop and implement a job safety and security plan that will adequately protect all property and the general public. Contractor shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the City or an adjacent property. 8.2 TRAFFIC CONTROL All safety precautions, traffic control, and warning devices necessary to protect the public and workmen from hazards within the right-of-way shall be in strict accordance with SECTION 102, MAINTENANCE OF TRAFFIC, in the Florida Dept. of Transportation (FDOT) Std. The State of Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations Specifications for Road and Bridge Construction, latest edition shall be used as minimum standards, as applicable. Further, the Contractor shall carry on the Work in a manner that will cause the least possible obstruction and interruption in traffic, and the least inconvenience to the general public and the residents in the vicinity of the work. 8.3 ROAD CLOSURE AND DETOURS Local traffic shall be maintained within the limits of the Project for the duration of the construction period. Closing to through travel of more than two (2) consecutive blocks, including the cross street intersected will not be permitted without specific authorization of the City. No road or street shall be closed to the public except with the permission of the City and proper governmental authority. When closing of roads is permitted, it shall require forty-eight (48) hours notification to the City. Traffic detours shall be pre -approved prior to closing. "Street Closed to through Traffic" signs and "Detour'' routes shall be indicated and maintained by the Contractor when the job is located in a public or private street. 8.4 PROVISION OF ACCESS Where traffic must cross open trenches, the contractor shall provide adequate ingress and egress to dwellings, business facilities, utilities and service. Temporary provisions shall be made by the Contractor to insure the use of sidewalks. The Contractor shall provide suitable crossings at street intersections and driveways, and supply such aid as may be required for pedestrians and motorists, including delivery vehicles, to safely negotiate the construction areas. On completion of Work within any area, the Contractor shall remove all debris, excess materials, barricades and temporary Work leaving walkways and roads in said area clear of obstructions. 8.5 WARNING SIGNS AND BARRICADES The Contractor shall provide adequate signs, barricades, warning lights and flagmen, as required, and all such other necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be protected at night by regulatory signal lights which shall be kept in operation from sunset to sunrise. Barricades shall be of substantial construction and shall be reflective to increase their visibility at night. Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades or detours exist. Unless so designated in the Bid Documents, no direct payment for this work will be made, but the cost of providing, erecting and maintaining such protection devices, including guards, watchmen and/or flagmen as required shall be considered as included and paid for in the various contract prices of the Work. Warning signs and barricades shall be in conformance with the State of Florida, Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations, latest edition. The Contractor shall provide and maintain adequate barricades, construction signs, torches, flashers, guards and flagmen as required in pedestrian and vehicular traffic areas. Regulations of local authorities shall be compiled with. Advance warning signs are required on all streets where work is being conducted. Lane closures shall be signed and barricaded or coned as indicated in aforementioned FDOT Index. Flagmen may be required where traffic and length of lane closure warrant them. Where such a plan is needed, Contractor shall submit and obtain approval of their traffic control plan by the City. 8.6 OPEN TRENCHES The Contractor shall fully comply with Florida Statutes and OSHA regulations with regard to open trenches during construction. The Contractor shall be place construction hazard fencing along any open trenches during the construction work -day, and shall leave no open trenches or excavations over -night unless properly fenced and with the specific approval of the Engineer or the City. 8.7 PLACEMENT OF HEAVY EQUIPMENT The Contractor shall not leave construction equipment parked in front of or on a residential lot overnight or on weekends. At the close of work each day, the equipment shall be driven to and stored in a designated area so that the equipment will not become an "attractive nuisance" to neighborhood children. All equipment left unattended during the course of working day, such as during lunch hours or work breaks, shall not be left in a condition or location which would create a safety hazard to the general public. All keys shall be removed from the machines during those times. 8.8 TEMPORARY FACILITIES AND CONTROLS The Contractor shall provide controls for sanitary facilities, environmental protection and safety controls on site acceptable to the Florida Department of Health and Rehabilitative Services, Department of Environmental Protection, and St. Johns River Water Management District. 8.9 SANITARY PROVISION The Contractor shall provide and maintain such sanitary accommodations adequate for the use of his employees and those of his subcontractors, and as may be necessary to comply with the requirements and regulations of the local and state departments of health. Such facilities shall be made available when the first employees arrive on site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the Work in suitable numbers and at such points and in such manner as may be required or approved. The Contractor shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. The City shall have the right to inspect such facilities at all times to determine whether or not they are being properly and adequately maintained. Following the period of necessity for such accommodations, they and all evidence affixed thereto shall be removed. 8.10 WATER AND ELECTRIC SUPPLY The Contractor shall make all necessary applications and arrangements, and pay all fees and charges for water and electrical service necessary for the proper completion of the Project up to the time of final acceptance. The Contractor shall provide and pay for any temporary piping and connections. 8.11 NOISE CONTROL The Contractor shall provide adequate protection against objectionable noise levels caused by the operation of construction equipment, and shall submit a plan to the Engineer for review prior to initiation and implementation of the plan. 8.12 DUST CONTROL The Contractor shall provide for adequate protection against raising objectionable dust clouds caused by moving construction equipment, high winds or any other cause, and shall submit a plan to the Engineer for review prior to initiation and implementation of the plan. 8.13 WATER CONTROL The Contractor shall provide for satisfactory disposal of surplus water and shall submit a plan to the Engineer for review prior to initiation and implementation of the plan. Prior approval shall be obtained from the proper authorities for the use of public or private lands or facilities for such disposal. 8.14 POLLUTION, SILTATION AND EROSION CONTROL The Contractor shall provide for and take sufficient precautions to prevent pollution of private and public lands, reservoirs, ponds, rivers, streams, creeks, etc., by the disposal of surplus materials in the forms of solids, liquids or gases including, but not limited to, fuels, oils bitumen, calcium chloride or other harmful materials. Contractor shall conduct and schedule Work operations so as to avoid or otherwise minimize pollution or silting of streams, lakes and reservoirs and to avoid interference with movement of migratory fish where there is a high potential for erosion and subsequent water pollution. Erosion control features shall be constructed concurrently with other work and at the earliest practicable time. The Contractor shall prepare a detailed description of Contractor's plan for Erosion and Turbidity Control, including location of erosion control and turbidity control devices, marked on a plan set as needed for clarity. The erosion and turbidity control shall meet the requirements of the St. John's River Water Management District and the applicable City's NPDES program for control of discharge of Total Suspended Matter, and shall prevent water and wind erosion of open excavations and swales. ARTICLE III - Supervision and Administration 9.0 ENGINEER, CITY, CONTRACTOR RELATIONS 9.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY All work done shall be subject to the construction review of the Engineer and City. Any and all technical questions which may arise as to the quality and acceptability of materials furnished, work performed, or work to be performed, interpretation of Plans and Specifications and all technical questions as to the acceptable fulfillment of the Contract on the part of the Contractor shall be referred to the Engineer who will resolve such questions. 9.2 ENGINEER'S DECISION All claims of a technical nature of the City or Contractor shall be presented to the Engineer for resolution. 9.3 SUSPENSION OF WORK The City shall have the authority to suspend the Work wholly or in part, for such periods as may be deemed necessary and for whatever cause, to include but not be limited to, unsuitable weather or such other conditions as are considered unfavorable for prosecution of the Work, failure on the part of the Contractor to carry out the provisions of the Contract or to supply materials meeting the requirements of the Specifications, or the action of a governmental agency, by serving written notice of suspension to the Contractor. In the event that the Engineer shall become aware of any condition which may be cause for suspension of the Work, the Engineer shall immediately advise the City of such condition. The Contractor shall not suspend operations under the provisions of this Paragraph without the City's permission. 9.4 CONSTRUCTION REVIEW OF WORK All materials and each part or detail of the Work shall be subject at all times to construction review by the Engineer and the City. The Engineer and the City may appoint inspectors. The Contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract. Such construction review may include mill, plant, or shop inspection, and any material furnished under the Specifications is subject to such inspection. The Engineer and the City shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed review. The City shall not be responsible for the acts or omissions of the Contractor. 9.5 FIELD TESTS AND PRELIMINARY OPERATION The Contractor shall perform the work of placing in operation all equipment installed under this Contract, except as specifically noted hereinafter. The Contractor shall make adjustments necessary for proper operation. The Contractor shall provide construction labor required for preliminary operation of the equipment installed under this Contract. The Contractor shall notify the City when work is considered to be complete, in operating condition, and ready for inspection and tests. Further inspection requirements may be designated in the Technical Specifications. The City will conduct tests it deems necessary to determine if the Work functions properly. Arrangements for testing laboratory services will be made by the City. Payment for testing to show compliance with specified requirements will be paid for by the City. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from moneys due the Contractor. 9.6 EXAMINATION OF COMPLETED WORK The City may request an examination of completed work of the Contractor at any time before acceptance by the City of the Work and shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the Work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing and the replacing of the covering or making good of the parts removed shall be paid for as extra work, but should the work so exposed or examined prove unacceptable, the uncovering, removing and replacing shall be at the Contractor's expense. 9.7 CONTRACTOR'S SUPERINTENDENT A qualified superintendent, who is acceptable to the City, shall be maintained on the project and give sufficient supervision to the Work until its completion. The superintendent shall have full authority to act on behalf of the Contractor, and all communications given to the superintendent shall be considered given to the Contractor. In general, such communications shall be confirmed in writing and always upon written request from the Contractor. 9.8 CITY'S RIGHT TO CORRECT DEFICIENCIES Upon failure of the contractor to perform the work in accordance with the Contract Documents, including any requirements with respect to the Schedule of Completion, and after five (5) days written notice to the Contractor, the City may, without prejudice to any other remedy he may have, correct such deficiencies. The Contractor shall be charged all costs incurred to correct deficiencies. 9.9 CITY'S RIGHT TO TERMINATE CONTRACT AND COMPLETE WORK In the event of any default by the Contractor, the City shall have the right to immediately terminate the Contract upon issuance of written notice of termination to the Contractor stating the cause for such action. This Agreement may be terminated by the City without cause provided at least thirty (30) days written notice of such termination shall be given to the Contractor. In the event of termination, the City may take possession of the Work and of all materials, tools and equipment thereon and may finish the Work by whatever method and means it may select. It shall be considered a default by the Contractor whenever Contractor shall: (a) Declare bankruptcy, become insolvent or assign his assets for the benefit of his creditors. (b) Disregard or violate the provisions of the Contract Documents or City's written instructions, or fail to prosecute the Work according to the agreed schedule of completion including extensions thereof. (c) Fail to provide a qualified superintendent, competent workmen or subcontractors, or proper materials, or fail to make prompt payment for same. 9.10 RIGHTS OF VARIOUS INTERESTS Wherever work being done by the City's forces or by other contractors is contiguous to work covered by the Contract, the respective rights of the various interests involved shall be established by the City, to secure the completion of the various portions of the Work in general harmony. 9.11 SEPARATE CONTRACTS The City may let other contracts in connection with the Work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work. It shall be the Contractor's responsibility to inspect all work by other contractors affecting Contractor's work and to report to the City any irregularities that will not permit completion of work in a satisfactory manner. Contractor's failure to notify the City of such irregularities shall indicate the work of other contractors has been satisfactorily completed to receive related work. It shall be the responsibility of the Contractor to inspect the completed work in place and report to the Engineer immediately any difference between completed work by others and the Plans. 9.12 SUBCONTRACTS AND PURCHASE ORDERS Prior to signing the Contract or at the time specified by the City, the Contractor shall submit in writing to the City the names of the subcontractors proposed for the Work. Subcontractors may not be changed except at the request or with the approval of the City. The Contractor is responsible to the City for the acts and omissions of its subcontractors and their direct or indirect employees, to the same extent as he is responsible for the acts and omissions of its employees. The Contract Documents shall not be construed as creating a contractual relation between any subcontractors and the City. The Contractor shall bind every subcontractor by the terms of the Contract Documents. For convenience of reference and to facilitate the letting of contracts and subcontracts, the Specifications are separated into title sections. Such separations shall not, however, operate to make the Engineer or City an arbiter to establish limits to the contracts between the Contractor and subcontractors. 9.13 WORK DURING AN EMERGENCY The Contractor shall perform any work and shall furnish and install materials and equipment necessary during an emergency endangering life or property. In all cases, Contractor shall notify the Engineer and City of the emergency as soon as practicable, but shall not wait for instructions before proceeding to properly protect both life and property. 9.14 ORAL AGREEMENTS No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced in any proceeding of any other waiver or modification. 9.15 NIGHT, SATURDAY AND/OR SUNDAY WORK No night or Saturday and Sunday work will be permitted, except in case of emergency, or with prior approval from City, and then only to such extent as is absolutely necessary to protect life or property. This clause shall not pertain to crews organized to perform restoration work which needs no verifying inspection, maintenance work on equipment, or to operate and maintain special equipment such as dewatering pumps which may be required to work 24 hours per day. All such night, Saturday and/or Sunday work must be authorized by the City. 9.16 UNAUTHORIZED WORK Work done without lines and grades having been established, work done without proper inspection, or any changes made or extra work done without written authority will be done at the Contractor's risk and will be considered unauthorized, and, at the option of the City, may not be measured and paid for. 9.17 USE OF COMPLETED PORTIONS OF THE WORK The City shall have the right to use, occupy, or place into operation any portion of the Work that has been completed sufficiently to permit safe use, occupancy, or operation, as determined by the Engineer. If such use, occupancy, or operation increases the cost of or delays the Work, the Contractor shall be entitled to extra compensation, or an extension of time, or both, as determined by the Engineer. However, if Contractor has failed to complete the Work in accordance with the time requirements of the Agreement, no compensation (including set -offs to liquidated damages) shall be allowed for such use or occupancy. 9.18 CONTRACTOR'S RESPONSIBILITY FOR WORK Until acceptance of the Work by the City, it shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non -execution of the Work. The Contractor shall rebuild, repair, restore and make good, without additional compensation, all injury or damage to any portion of the Work occasioned by any cause, other than the sole and active negligence of the City, before its completion and acceptance. 10.0 MEASUREMENT AND PAYMENT 10.1 DETAILED BREAKDOWN OF CONTRACT Except in cases where unit prices form the basis for payment under the Contract, the Contractor shall submit a complete breakdown of the contract amount showing the value assigned to each part of the Work, including an allowance for profit and overhead within ten (10) days of the execution of the Contract by the parties. Upon approval of the breakdown of the contract amount by the Engineer and the City, it shall be used as the basis for all requests for payment. 10.2 REQUEST FOR PAYMENT The Contractor may submit to the City not more than once each month a request for payment for work completed. Where applicable, the Contractor may choose to submit a request for payment at the substantial completion of each work order. The City may elect to provide its own form for the Contractor to submit progress payment requests. The standard form provided by the City, or a form presented by the Contractor having received prior approval from the City, can be used for the submittal of a progress payment. The Contractor shall furnish the Engineer and the City all reasonable facilities required for obtaining the necessary information relative to the progress and execution of the Work. In addition to each month's invoice, an updated project schedule shall be submitted. Each request for payment shall be computed from the work completed to date on all items listed in the detailed breakdown of the contract amount less previous payments and back charges. Progress payments on account of Unit Price Work will be based on the number of units completed at the time the payment request was dated by the Contractor. If payment is requested on the basis of materials and equipment not incorporated in the project but delivered and suitably stored at the site or at another location agreed to in writing, the payment request shall also be accompanied by a bill of sale, invoice or other documentation warranty that the City has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, all of which shall be satisfactory to the City. No payments shall be made for materials stored on site without approval of the City. An amount of 10% of each monthly pay request shall be retained until final completion and written acceptance of the Work by the City. Payment of the retainage shall be included in the Contractor's final pay request in accordance with Paragraph 10.14. Any deviation in the release or partial release of the 10% retainage shall be at the sole discretion of the City, but in no case earlier than completion of the Engineer's "punch list inspection". Any request for payment shall be accompanied by claim releases for work done or materials furnished in accordance with Paragraph 10.13. Prior to submission of any request for payment by the Contractor, the Engineer shall review the request for payment to determine the following: (a) That the work covered by the request for payment has been completed in accordance with the intent of the Plans and Specifications. (b) That the quantities of work have been completed as stated in the request for payment, whether for a unit price contract or for payment on a lump -sum contract. 10.3 CITY'S ACTION ON A REQUEST FOR PAYMENT Within thirty (30) days from the date of receipt of a request for payment the City shall do one of the following: (a) Approve and pay the request for payment as submitted. (b) Approve and pay such other amount of the request for payment in accordance with Paragraph 10.4 as the City shall decide is due the Contractor, informing the Contractor in writing of the reasons for paying the amended amount. (c) Disapprove the request for payment in accordance with Paragraph 10.4 informing the Contractor in writing of the reasons for withholding payment. 10.4 CITY'S RIGHT TO WITHHOLD PAYMENT OF A REQUEST FOR PAYMENT The City may withhold payment in whole or in part on a request for payment to the extent necessary for any of the following reasons: (a) Work not performed but included in the request for payment, or the contract Price has been reduced by written change order. (b) Work covered by the request for payment which is not in accordance with the Plans, Specifications and generally accepted construction practices, including if, in the opinion of the City, there is sufficient evidence that the Work has not been satisfactorily completed, or based upon tests and/or inspections the work is defective or has been damaged requiring correction or replacement. (c) In the event of a filing of a claim or lien, or information received by City of a potential filing of a claim or lien against the Contractor or City. (d) Failure of the Contractor to make payments to subcontractors, material suppliers or labor. (e) Damage to another contractor. (f) The City has had to correct a defect in the Work, or there are other items entitling the City to a set-off against the amount recommended. (g) Default of any of the provisions of the Contract Documents. 10.5 PAYMENT FOR UNCORRECTED WORK Should the City direct, in writing, the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Documents, an equitable deduction from the contract amount shall be made to compensate the City for the uncorrected work. 10.6 PAYMENT FOR REJECTED WORK AND MATERIALS The removal of work and materials rejected under Paragraph 5.3 and the re-execution of work by the Contractor shall be at the expense of the Contractor and the Contractor shall pay the cost of replacing the destroyed or damaged work of other contractors by the removal of the rejected work or materials and the subsequent re-execution of that work. In the event that City incurs expenses related thereto, Contractor shall pay for the same within thirty (30) days after written notice to pay is given by the City. If the Contractor does not pay the expenses of such removal, after ten (10) days written notice being given by the City of its intent to sell the materials, the City may sell the materials and shall pay to the Contractor the net proceeds there from after deducting all the costs and expenses that are incurred by the City. If the proceeds do not cover the expenses incurred by the City, such additional amounts may be set-off against any payments due Contractor. 10.7 CHANGES IN THE WORK A. Change Orders If conditions require a change in the scope of work or additional work varying from the original Plans or Specifications, such change shall be effected by the Contractor when the City issues a written Change Order. The Change Order shall set forth in complete detail the nature of the change, the change in the compensation to be paid the Contractor and whether it is an addition or a reduction of the original total contract cost. Should additional or supplemental drawings be required, they will be furnished by the Engineer. All Change Orders shall address the impact of the change on both Contract Price / Cost and Contract Time / Schedule. Compensation to be paid to the Contractor for accomplishing the work of a Change Order shall be established in one of the following ways: (a) By lump sum proposed by the Contractor and accepted by the City. (b) By unit prices established and agreed to. (c) By unit prices established for additional kinds of work. (d) By other methods as may be mutually agreed upon. (e) By force account wherein the Contractor provides the labor and materials at Contractor's direct cost plus 15% for overhead and profit. When the force account method is used, the Contractor shall provide full and complete records of all costs for review by the City. B. Claims Claims arising from changes or revisions made by the Contractor at the City's request shall be presented to the City before work starts on the changes or revisions. If the Contractor deems that extra compensation is due for work not covered herein, or in Supplemental Agreement, the Contractor shall notify the City in writing of its intention to make claim for extra compensation before work begins on which the claim is based. If such notification is not given and the City is not afforded by the Contractor a method acceptable to the City for keeping strict account of actual cost, then the Contractor hereby waives its request for such extra compensation. The City is not obligated to pay the Contractor if the City is not notified as described above. The Contractor may refuse to perform additional work requested by the City until an appropriate agreement is executed by the parties. Such notice by the Contractor and the fact that the City has kept account of the costs as aforesaid shall not in any way be construed as proving the validity of the claim. 10.8 CANCELED ITEMS OF WORK The City shall have the right to cancel those portions of the contract relating to the construction of any item provided therein. Such cancellation, when ordered by the City in writing, shall entitle the Contractor to the payment of a fair and equitable amount covering all costs incurred by Contractor pertaining to the canceled items before the date of cancellation or suspension of the Work. The Contractor shall be allowed a profit percentage on the materials used and on construction work actually done, at the same rates as provided for "Changes in the Work", but no allowance will be made for anticipated profits. Acceptable materials ordered by the Contractor or delivered on the site before the date of such cancellation or suspension shall be purchased from the Contractor by the City at actual cost and shall thereupon become the property of the City. 10.9 PAYMENT FOR WORK SUSPENDED BY THE CITY If the Work or any part thereof shall be suspended by the City as provided in Paragraph 9.3, the Contractor will then be entitled to payment for all work done except as provided in Paragraph 10.4. 10.10 PAYMENT FOR WORK BY THE CITY The cost of the work performed by the City removing construction materials, equipment, tools and supplies in accordance with Paragraph 5.7 and in correcting deficiencies in accordance with Paragraph 9.8 shall be paid by the Contractor. 10.11 PAYMENT FOR WORK BY CITY FOLLOWING TERMINATION OF CONTRACT A. Termination by City for Cause Upon termination of the contract by the City for cause, including abandonment or termination by Contractor, the City may enter into an agreement with others for the completion of the Work under this Agreement and the Contractor shall be held harmless for the work of others. No further payments shall be due the Contractor until the Work is completed and accepted by the City. If the unpaid balance of the contract amount shall exceed the cost of completing the Work including all overhead costs, Contractor shall be paid up to the amount of the excess balance on a quantum merit basis for the work done prior to termination. If the cost of completing the Work shall exceed the unpaid balance, the Contractor or its Surety shall pay the difference to the City. The cost incurred by the City as herein provided shall include the cost of the replacement contractor and other expenses incurred by the City through the Contractor's default. In either event, all work done, tracings, plans, specifications, maps, computer programs and data prepared by the Contractor under this Agreement shall be considered property of the City. B. Termination by Ci!y Without Cause In the event the City without cause abandons, terminates or suspends this Agreement, the Contractor shall be compensated for services rendered up to the time of such termination and any work done or documents generated by the Contractor shall remain the property of the City. 10.12 TERMINATION OF CONTRACTOR'S RESPONSIBILITY The Contract will be considered complete when all work has been finished, the final construction review is made by the Engineer, and the project accepted in writing by the City. 10.13 RELEASE OF CLAIMS (INTERIM/FINAL The Contractor shall deliver, with each request for payment, a completed Affidavit and Release of Claim on a form supplied by the City. Also, from each supplier or subcontractor who has notified the City of his right to file a Claim (Notice to City) or who is listed in the Contractor's Affidavit and Release of Claim as an unpaid, potential Claimant, a Claimant's Sworn Statement of Account, executed by the supplier or subcontractor, must be attached to each request for payment. If the completed forms are not supplied with the request for payment, the City will notify Contractor of the outstanding claims of record and, if said completed form(s) are not supplied within thirty (30) days, the City shall make joint payments to the Contractor and outstanding claimants. 10.14 ACCEPTANCE AND FINAL PAYMENT When it is determined, as a result of a joint inspection of the Work by the Contractor, City, and Engineer that the Work has been completed in accordance with the terms of the Contract Documents, the Engineer shall certify completion of the Work to the City. At that time, the Contractor may submit the Contractor's final request for payment. The Contractor's final request for payment shall be the contract amount plus all approved written additions less all approved written deductions and less previous payments made. As a condition for Final payment, a Contractor's Final Affidavit must be received by the City along with his Final Payment Request and any as -built drawings which may be required. The Contractor shall furnish full and final releases of Claim for labor, materials and equipment incurred in connection with the Work, following which the City will release the Contractor except as to the conditions of the performance bond, any legal rights of the City, required guarantees and satisfaction of all warranty work, and shall authorize payment of the Contractor's final request for payment. 10.15 SATISFACTION OF WARRANTY WORK AFTER FINAL PAYMENT The making of the final payment by the City to the Contractor shall not relieve the Contractor of responsibility for faulty materials or workmanship. The City shall promptly give notice of faulty materials and workmanship and the Contractor shall promptly replace any such defects discovered within one (1) year from the date of final written acceptance of the Work by the City. 11.0 PUBLIC CONTRACT REQUIREMENTS 11.1 COVENANT AGAINST CONTINGENT FEES The Contractor warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor, to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for the Contractor, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this paragraph, the City shall have the right to terminate the Agreement without liability and, at its discretion, deduct from the Agreement price, or otherwise recover, the full amount of such fee, commission, percentage, gift or consideration. 11.2 INTEREST OF MEMBERS OF CITY AND OTHERS No officers, members or employees of the City and no member of its governing body, and no other public official of the governing body of the locality or localities in which services for the facilities are situated or carried out, who exercises any functions or responsibilities in the review or approval of the undertaking or carrying out of this project, shall participate in any decision relating to this Agreement which affects such person's personal interest, or have any personal or pecuniary interest, direct or indirect, in this Agreement or the proceeds thereof. 11.3 CERTIFICATION OF RESTRICTIONS ON LOBBYING The Contractor agrees that no Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor to any person for influencing or attempting to influence any officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any Federal contract, the making of any Federal Grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment or modification of any Federal contract, Grant, loan or cooperative agreement. If any funds other than Federal appropriated funds have been paid by the Contractor to any person for influencing or attempting to influence an officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with this Agreement, the undersigned shall complete and submit Standard Form- "Disclosure Form to Report Lobbying" in accordance with its instructions. 11.4 INTEREST OF CONTRACTOR The Contractor covenants that he presently has no interest and shall not acquire any interest, direct or indirect, which shall conflict in any manner or degree with the performance of services required to be performed under this Agreement. The Contractor will further covenants that in the performance of this Agreement, no person having any such interest shall be employed. The Contractor shall not undertake any professional work which conflicts with its duties as the City's Contractor without the prior written consent of the City during the term of this Agreement. Any work where the Contractor can reasonably anticipate that it may be called to testify as a witness against the City in any litigation or administrative proceeding will constitute a conflict of interest under this Agreement. 11.5 PUBLIC ENTITY CRIMES The Contractor shall file the attached sworn statement which is entitled PUBLIC ENTITY CRIMES, stating whether a person or affiliate as defined in Section 287.133 (1) Florida Statutes, has been convicted of a public entity crime subsequent to July 1, 1989, in accordance with the provisions of said statute. 11.6 DRUG-FREE WORKPLACE The Agreement documents also include the "Drug -Free Workplace Form" which is in accordance with Florida Statute 287.089 and must be signed and instituted. 11.7 COMPLIANCE WITH LAWS Contractor shall comply with all applicable federal laws that in any way regulate or impact the Work, including, but not limited to, The Clean Air Act (42 USC §7506(c)), The Endangered Species Act (16 USC §1531, et seq.), Executive Order No. 11593, Executive Order No. 11988, Executive Order No. 11990, The Fish and Wildlife Coordination Act (PL 85-624), The Safe Water Drinking Act Section 1424(e) (PL 93-523, as amended), The Wild and Scenic Rivers Act (PL 90-542, as amended), The Demonstration Cities and Metropolitan Development Act of 1966 (PL 89-754), Section 306 of The Clean Air Act, Section 508 of The Clean Water Act, Executive Order No. 11738, The Civil Rights Act of 1964 (PL 88-352), The Age Discrimination Act (PL 94-135), Section 13 of The Federal Water Pollution Control Act (PL 92-500), Executive Order No. 11246, Executive Order No. 11625, Executive Order No. 12138, Executive Order No. 12549, The Davis Bacon Act (40 USC §276), the Occupational Safety and Health Act and applicable regulations, and the Americans with Disabilities Act (PL 101-336). 11.8 INSURANCE The Contractor agrees to carry insurance, of the types and subject to the limits as set forth below and maintain said insurance during the life of this agreement: (a) Workers' Compensation - Contractor shall purchase workers' compensation insurance as required by law. (b) Commercial General Liability - Contractor shall purchase Commercial General Liability insurance with a combined single limit of at least $1,000,000. (c) Commercial Auto Liability - Contractor shall purchase Commercial Auto Liability insurance with a combined single limit of at least $1,000,000. Further, Contractor shall maintain such insurance as is reasonably required to satisfy its obligations under Paragraph 9.18 for the Work paid for by the City but not yet accepted. The insurance company selected shall be A+ or better per the Best's Key Rating Guide. The Contractor and the insurance company(s) shall agree to furnish the City thirty (30) days written notice of their intent to cancel or terminate said insurance. It is the full responsibility of the contractor to insure that all sub- contractors have full insurance coverage as stated above. The Contractor shall not commence the Work under this contract until Contractor has obtained all the insurance required under this paragraph and certificates of such insurance have been submitted to the City, nor shall the Contractor allow any subcontractor to commence work on a subcontract until all insurance required has been so obtained and approved by the City. The Contractor shall carry and maintain until acceptance of the Work, insurance as specified herein and in such form as shall protect Contractor and any subcontractor performing work under this Contract, or the City, from all claims and liability for damages for bodily injury, including accidental death, under this Contract, whether by Contractor or by any subcontractor or by any one directly or indirectly employed by either of them. The Contractor shall furnish to the City certificates of insurance in duplicate showing proof of insurance, naming the City as an additional insured party, prior to the start of construction as provided in the Contract. 11.9 BOND (Required) The Contractor shall provide Bonds in the form prescribed by State Law, and generally as shown in these Documents, for Performance and Payment, each in the amount of 100% of the total contract amount. 11.10 PERMITS All City and St. John's River Water Management District permits and other permits necessary for the prosecution of the Work shall be secured by the City, except for Contractor's licenses and registrations, and dewatering permits that may be required by St. Johns River Water Management District (SJRWMD). Contractor shall secure a building permit if required by the City's Building Official. 11.11 LAWS TO BE OBSERVED The Contractor shall give all notices and comply with all federal, state and local laws, ordinances, permit requirements and regulations in any manner affecting the conduct of the Work, and all such orders and decrees as enacted by bodies or tribunals having any jurisdiction or authority over the Work, and shall indemnify and save harmless the City and Engineer against any expense, claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, permit requirements, order or decree, whether by Contractor or its employees. The failure of the Contractor to adhere to any known law or regulation pertaining to furnishing services under this Agreement shall constitute a material breach of this Agreement. The Contractor shall keep fully informed of all existing and pending state and national laws and municipal ordinances and regulations in any manner affecting those engaged or employed in the Work, or in any way affecting the conduct of tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered in the Plans, Specifications, or Contract for this work in relation to any such law, ordinance, regulations, order or decree, Contractor shall forthwith report the same to the Engineer and City in writing. Contractor shall at all times himself observe and comply with and cause all its agents, subcontractors and employees to observe and comply with decrees; and shall protect and indemnify the City and Engineer, their officers, employees and agents against any expense, claim or liability arising from or based upon violation of any such law, ordinance, regulations, orders or decree, whether by Contractor or its employees. All building construction work alterations, repairs or mechanical installations and appliances connected therewith shall comply with the applicable building rules and regulations, restrictions and reservations of record, local ordinances and such other statutory provisions pertaining to this class of work. 12.0 MISCELLANEOUS 12.1 ADDRESSES FOR NOTICES All notices given under or in connection with any of the Contract Documents shall be delivered in person or by telegraph or email (confirmed) or registered or certified mail to the parties at the address as either party may by notice designate. 12.2 WRITTEN NOTICE Written notice shall be considered as served when delivered to the designated representative of the Contractor and receipt acknowledged or sent by registered mail to the individual, firm, or corporation to the business address stated in Bid Proposal. Change of Address: It shall be the duty of each party to advise the other parties to the Contract as to any changes in his business address until completion of the Contract. 12.3 TAXES Contractor shall pay all sales or other taxes of any type which may be incurred in connection with the Work hereunder, and shall reimburse the City for any such taxes paid by the City. 12.4 TIME IS OF VITAL IMPORTANCE It is agreed and understood that time is of vital importance with respect to the completion date for the Work and all other provisions of the Contract Documents. 12.5 NO WAIVER OF LEGAL RIGHTS Neither the payment for, nor acceptance of the whole or any part of the Work by the City or representatives of the City, nor any extension of time, nor the withholding of payments, nor any possession taken by the City, nor the termination of employment of the Contractor shall operate as a waiver of any portion of the Contract or any power therein reserved or any right therein reserved or any right therein provided, nor shall the waiver by the City of any of the Contractor's obligations or duties under this Agreement constitute a waiver of any other obligation or duty of the Contractor under this Agreement. 12.6 RIGHT TO WORK PRODUCT No reports, data, programs or other material produced in whole or in part under this Agreement shall be subject to copyright by the Contractor, in the United States or in any other country. The City or its assigns shall have the unrestricted authority to publish, disclose, distribute and otherwise use, in whole or in part, any reports, data, programs or other material prepared under this Agreement. All tracings, plans, specifications, maps, computer programs and data prepared or obtained under this Agreement shall remain the property of the City. Any use of any plans and specifications by the City except the use reasonably contemplated by the City at the time the City entered this Agreement will be at the City's risk and Contractor, its officers, directors and employees, will be held harmless from such use. 12.7 PUBLIC RECORDS FORM Contract Name: _ Project Description: In accordance with the requirements of Chapter 119 Florida statutes, as amended, the contract between the City of Sebastian and the Contractor shall require the contractor to: a) Comply with the public records law of the State of Florida, as the same may be amended from time to time. b) Keep and maintain public records that ordinarily and necessarily would be required by the City in order to perform services, and C) Provide the public with access to public records on the same terms and conditions that the City would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law, and e) Meet all requirements of retaining public records and transfer, at no cost, to the City all public records in possession of the contractor upon termination of the contact and destroy any duplicate public records that are exempt or confidential and exem from public records disclosure requirements. All records stored electronically must be provided to a City in a format that is compatible with the information technology systems of the(City. Authorized Signature: Date: Co Print V Title: Company/Firm: G �c7y j'j �) ( c�F 6zo &0 ouc IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written. EST: V � :emelt:, IN* l,iams, MMC City -Clerk'.. J - ' -(SE�..1.) -- = Apprar-ed4!�to Form and Content for Reli nce by the City of Sebastian Only Robert A. Ginsburg, Ci Attomey THE CITY OF S ASTIAN 4 By: Name: Joseph Griffin Title: City Manager --------------------------- CONTRACTOR STEVEN N. COTTRELL Signed, sealed and deliveredNary' St" N FWdda is Comn"sma i FF 970591 in the presence of: s M, Col+. Eicp M May 15, 2020 Bow &W* WOW Notary Assn 0 Name: Title: TECHNICAL SPECIFICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. Overlay BUR: Granular -Surfaced Cap Sheet. B. Roofing Material of PVC thermoplastic membrane attached with mechanical fasteners such as Duro-Last or equal. C. Duro-Guard EPS Fan Fold or equal, attached with mechanical fasteners. D. Prefabricated flashings, corners, parapets, stacks, vents, and related details. E. Fasteners, adhesives, and other accessories required for a complete roofing installation. F. Traffic Protection. 1.2 REFERENCES A. NRCA - The NRCA Roofing and Waterproofing Manual. B. ASCE 7 - Minimum Design Loads For Buildings And Other Structures. C. UL - Roofing Materials and Systems Directory, Roofing Systems (TGFU.R10128). D. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. E. ASTM D 751- Standard Test Methods for Coated Fabrics. F. ASTM D 4434 - Standard Specification for Poly(Vinyl Chloride) Sheet Roofing. G. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. H. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials. 1.3 SYSTEM DESCRIPTION A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. C. Physical Properties of the roof product must meet the requirements of Type III PVC thermoplastic membrane sheeting as defined by ASTM D 4434 and must meet or exceed the following physical properties. 1. Thickness: 50 mil membrane, nominal, in accordance with ASTM D 751. 2. Thickness Over Scrim: >_ 28 mil in accordance with ASTM D 751. 3. Breaking Strengths: >_ 390 lbf and > 438 lbf in accordance with ASTM D 751 4. Elongation at Break: >_ 31 % and >_ 31 % in accordance with ASTM D 751. 5. Heat Aging in accordance with ASTM D 3045: 176 °F for 56 days. No sign of cracking, chipping or crazing. (In accordance with ASTM D 4434). 6. Factory Seam Strength: > 417 lbf. in accordance with ASTM D 751, Grab Method. 7. Tearing Strength: > 132 lbf. (MD) and >_ 163 lbf. (XMD) in accordance with ASTM D 751, Procedure B. 8. Low Temperature Bend (Flexibility): Pass at -40 °F in accordance with ASTM D 2136. 9. Accelerated Weathering: No cracking, checking, crazing, erosion or chalking after 5,000 hours in accordance with ASTM G 154. 10. Linear Dimensional Change: < 0.5% in accordance with ASTM D 1204 at 176 f 2 IF for 6 hours. 11. Water Absorption: < 1.7% in accordance with ASTM D 570 at 158 IF for 166 hours. 12. Static Puncture Resistance: >_ 56 lbs. in accordance with ASTM D 5602. 13. Dynamic Puncture Resistance: >_ 14.7 ft-lbf in accordance with ASTM D 5635. D. Cool Roof Rating Council (CRRC): 1. Membrane must be listed on CRRC website. a. Initial Solar Reflectance: > 88% b. Initial Thermal Emittance: >_ 87% c. Initial Solar Reflective Index (SRI): > 111 d. 3 -Year Aged Solar Reflectance: > 68% e. 3 -Year Aged Thermal Emittance: >_ 84% f. 3 -Year Aged Solar Reflective Index (SRI): > 82 1.4 SUBMITTALS A. PVC Thermoplastic Member Roofing like Duro-Last or equal data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance requirements. B. Shop Drawings: Indicate insulation pattern, overall membrane layout, field seam locations, joint or termination detail conditions, and location of fasteners. C. Verification Samples: For each product specified, two samples, representing actual product, color, and finish. 1. 4 inch by 6 inch sample of roofing membrane, of color specified. 2. 4 inch by 6 inch sample of walkway pad. 1. Termination bar, fascia bar with cover, drip edge and gravel stop if to be used. 2. Each fastener type to be used for installing membrane, insulation/recover board, termination bar and edge details. D. Installer Certification: Provide current written certification from the roofing system manufacturer that installer is approved, authorized, or licensed by manufacturer to install roofing system. E. Manufacturer's warranties shall be provided per the contract bid documents. 1.5 QUALITY ASSURANCE A. Perform work in accordance with manufacturer's installation instructions. B. Manufacturer Qualifications: A manufacturer specializing in the production of PVC membranes systems and utilizing a Quality Control Manual during the production of the membrane roofing system that has been approved by and is inspected by Underwriters Laboratories. C. Installer Qualifications: Company specializing in installation of roofing systems similar to those specified in this project and approved by the roofing system manufacturer. D. Source Limitations: Obtain components for membrane roofing system from roofing membrane manufacturer. E. There shall be no deviations from the roof membrane manufacturer's specifications or the approved shop drawings without the prior written approval of the manufacturer. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly wind uplift and fire hazard requirements. B. Fire Exposure: Provide membrane roofing materials with the following fire -test - response characteristics. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: a. Class A; ASTM E 108, for application and roof slopes indicated. 2. Fire -Resistance Ratings: Comply with ASTM E 119 for fire -resistance -rated roof assemblies of which roofing system is a part. 3. Conform to applicable code for roof assembly fire hazard requirements. C. Wind Uplift: 1. Roofing System Design: Provide a roofing system designed to resist uplift pressures calculated according to the current edition of the ASCE-7 Specification Minimum Design Loads for Buildings And Other Structures. 1.7 PRE -INSTALLATION MEETING A. Preconstruction kick-off meeting not less than one week before starting work and the release of the Notice to Proceed (NTP). B. Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following. 1. Meet with City Maintenance, roofing installer, roofing system manufacturer's representative and installers whose work interfaces with or affects roofing including installers of roof accessories and roof -mounted equipment. 2. Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, and facilities needed to make progress and avoid delays. 3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 4. Review structural loading limitations of roof deck during and after roofing. S. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 6. Review governing regulations and requirements for insurance and certificates if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation. 1.8 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Store roof materials and place equipment in a manner to avoid permanent deflection of deck. E. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.9 WARRANTY A. Contractor's Warranty: The contractor shall warrant the roof application with respect to workmanship and proper application for two (2) years from the effective date of the warranty issued by the manufacturer. B. Manufacturer's Warranty: Must be no -dollar limit type and provide for completion of repairs, replacement of membrane or total replacement of the roofing system at the then -current material and labor prices throughout the life of the warranty. In addition the warranty must meet the following criteria: 1. Warranty Period: 15 years from date issued by the manufacturer. 2. No exclusions for incidental or consequential damages. 3. No exclusion for damage caused by ponding water. 4. No exclusion for damage caused by biological growth. 5. Issued direct from and serviced by the roof membrane manufacturer. 6. Transferable for the full term of the warranty. 7. No additional charge for the warranty. PART 2 PRODUCTS 2.1 MANUFACTURER A. Manufacturer: the roofing material will be a prefabricated PVC membrane, such as Duro-Last Roofing or equal. 2.2 ROOFING SYSTEM COMPONENTS A. Roofing Membrane: Duro-Last Roofing or equal prefabricated PVC thermoplastic membrane conforming to ASTM D 4434, type III, fabric -reinforced, PVC. Membrane properties as follows: 1. Thickness: 50 mil membrane. 2. Exposed Face Color: White. B. Accessory Materials: Provide accessory materials supplied by or approved for use by the prefabricated roofing firm. 1. Sheet Flashing: Manufacturer's standard reinforced PVC sheet flashing. 2. Prefabricated Flashings: manufactured using Manufacturer's standard reinforced PVC membrane. a. Stack Flashings. b. Curb Flashings. c. Inside and Outside Corners. 3. Sealants and Adhesives: Compatible with roofing system supplied for a prefabricated PVC membrane roofing. 4. Slip Sheet: Compatible with roofing system 5. Fasteners and Plates: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening membrane and insulation to substrate. a. Approved fasteners in accordance with product approval b. Approved fasteners in accordance with product approval. 6. Termination and Edge Details. a. Termination Bar. b. 2 -Piece Compression Metal System. 7. Vinyl Coated Metal: Materials will be 24 gauge, hot -dipped galvanized, grade 90 metal with a minimum of 17 mil prefabricated PVC membrane laminated to one side. 8. Two -Way Roof Vents: Install a minimum of 1 vent for each 1,000 ft2 (93 m2) of roof area. C. Underlayment Board: 1. The material will be % inch thick. D. Walkways: 1. Provide non-skid, maintenance -free walkway pads in areas of heavy foot traffic and around mechanical equipment. a. Walkway Pad minimum 0.135 in. thickness PART 3 EXECUTION 3.1 EXAMINATION A. Verify that the surfaces and site conditions are ready to receive work. B. Verify that the deck is supported and secured. C. Verify that the deck is clean and smooth, free of depressions, waves, or projections, and properly sloped to drains, valleys, eaves, scuppers or gutters. D. Verify that the deck surfaces are dry and free of standing water, ice or snow. E. Verify that all roof openings or penetrations through the roof are solidly set. F. If substrate preparation is the responsibility of another contractor, notify Engineer of unsatisfactory preparation before proceeding. G. Prior to re-covering an existing roofing system, conduct an inspection of the roof system accompanied by a representative of the membrane manufacturer or an authorized contractor. 1. Determine required fastener type, length, and spacing. 2. Verify that moisture content of existing roofing is within acceptable limits. 3. Identify damaged areas requiring repair before installation of new roofing. 4. Conduct core cuts as required to verify information required. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Surfaces shall be clean, smooth, free of fins, sharp edges, loose and foreign material, oil, grease, and bitumen. 3.3 INSTALLATION A. Install insulation in accordance with the roof manufacturer's requirements. B. Separation Board: 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet applicable design requirements. a. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed must be replaced or corrected. b. Attach boards in parallel courses with end joints staggered 50% and adjacent boards butted together with no gaps greater than % inch. C. Roof Membrane: 50 mil prefabricated PVC thermoplastic membrane. 1. Use only fasteners, stress plates and fastening patterns accepted for use by the roof manufacturer. Fastening patterns must meet the applicable design requirements. 2. Install fasteners in accordance with the roof manufacturer's requirements. Fasteners that are improperly installed shall be replaced or corrected. 3. Mechanically fasten membrane to the structural deck utilizing fasteners and fastening patterns that in accordance with the roof manufacturer's requirements. 4. Cut membrane to fit neatly around all penetrations and roof projections. 5. Unroll roofing membrane and positioned with a minimum 6 inch overlap. D. Seaming: 1. Weld overlapping sheets together using hot air. Minimum weld width is 1-1/2 inches. 2. Check field welded seams for continuity and integrity and repair all imperfections by the end of each work day. E. Membrane Term ination/Securement: All membrane terminations shall be completed in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. 2. Provide securement at any angle change where the slope or combined slopes exceeds two inches in one horizontal foot. F. Flashings: Complete all flashings and terminations as indicated on the drawings and in accordance with the membrane manufacturer's requirements. 1. Provide securement at all membrane terminations at the perimeter of each roof level, roof section, curb flashing, skylight, expansion joint, interior wall, penthouse, and other similar condition. a. Do not apply flashing over existing thru-wall flashings or weep holes. b. Secure flashing on a vertical surface before the seam between the flashing and the main roof sheet is completed. c. Extend flashing membrane a minimum of 6 inches (152 mm) onto the main roof sheet beyond the mechanical securement. d. Use care to ensure that the flashing does not bridge locations where there is a change in direction (e.g. where the parapet meets the roof deck). 2. Penetrations: a. Flash all pipes, supports, soil stacks, cold vents, and other penetrations passing through the roofing membrane and in accordance with the membrane manufacturer's requirements. b. Utilize custom prefabricated flashings supplied by the membrane manufacturer. c. Existing Flashings: Remove when necessary to allow new flashing to terminate directly to the penetration. 3. Pipe Clusters and Unusual Shapes: a. Clusters of pipes or other penetrations which cannot be sealed with prefabricated membrane flashings shall be sealed by surrounding them with a prefabricated vinyl -coated metal pitch pan and sealant supplied by the membrane manufacturer. b. Vinyl -coated metal pitch pans shall be installed, flashed and filled with sealant in accordance with the membrane manufacturer's requirements. c. Pitch pans shall not be used where prefabricated or field fabricated flashings are possible. G. Roof Drains: 1. Coordinate installation of roof drains and in accordance with membrane manufacturer's requirements. 2. Remove existing flashing and asphalt at existing drains in preparation for sealant and membrane in accordance with membrane manufacturers requirements. 3. Provide a smooth clean surface on the mating surface between the clamping ring and the drain base. H. Edge Details: 1. Install in accordance with the membrane manufacturer's requirements. 2. Join individual sections in accordance with the membrane manufacturer's requirements. 3. Coordinate installation of metal flashing and counter flashing. 4. Manufactured Roof Specialties: Coordinate installation of copings, counter flashing systems, gutters, downspouts, and roof expansion assemblies. I. Walkways: 1. Install walkways in accordance with the membrane manufacturer's requirements. 2. Provide walkways where indicated on the Drawings. 3. Install walkway pads at roof hatches, access doors, rooftop ladders and all other traffic concentration points regardless of traffic frequency. Provided in areas receiving regular traffic to service rooftop units or where a passageway over the surface is required. 4. Do not install walkways over flashings or field seams until manufacturer's warranty inspection has been completed. J. Water cut-offs: 1. Provide water cut-offs on a daily basis at the completion of work and at the onset of inclement weather. 2. Provide water cut-offs to ensure that water does not flow beneath the completed sections of the new roofing system. 3. Remove water cut-offs prior to the resumption of work. 4. The integrity of the water cut-off is the sole responsibility of the roofing contractor. 5. Any membrane contaminated by the cut-off material shall be cleaned or removed. 3.4 FIELD QUALITY CONTROL A. The membrane manufacturer's representative shall provide a comprehensive final inspection after completion of the roof system. All application errors shall be addressed and final punch list completed. 3.5 PROTECTION A. Protect installed roofing products from construction operations until completion of project. B. Where traffic is anticipated over completed roofing membrane, protect from damage using durable materials that are compatible with membrane. C. Repair or replace damaged products after work is completed. END OF SECTION Form W-9 Request for Taxpayer Give Form to the (Rev. December 2014) Identification Number and Certification requester. o not real Department of me Treasury IRS. send to the IRS. Internal Revenue Service 1 Name las shown on your income tax retuml. hamc is required on this line (in font leave this line blank. Atlantic Roofing II of Vero Beach Inc 2 Business namnJdisregarded entity name. it different from above Ci m rn n 3 Check appropriate box for federal tax classification: check only one of the following seven boxes: 4 Exemptions (codes apply only to e ocertain ❑ IndividuaVSola proprietor or ❑ C Corporation ❑! S Corporation ❑ Partnership ❑ imsVeslale entries, not individuals: see instructions an page 3): a e �, y single -member LLC ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation. P=partnership) ► Exempt payee code (it any) `p 2 Note. For a single -member LLC that is disregardedr do not check LLC: check the appropriate box in the line above for Exemption from FATCA reporting the tax classification of the single -member owner. code (d any) - c ❑Other (see instructions) ► nvo•e ro „<.wnn m,.•as•u oma n,ua o E 5 Address (number, street, and apt. or suite no.) Requester s name and address (optional) U a 4020 43rd Ave y 6 City. state, and ZIP code in Vero Beach, FI 32960 City of Sebastian 7 List account numbers) here (optional) Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid ) Social security number backup withholding. For individuals. this is generally your social security number ( However, for a resident alien, sole proprietor, or disregarded entity, see the Pan page 1 instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. or Note. If the account is in more than one name, see the instructions for line 1 and the chart on page 4 for I Employer identification number guidelines on whose number to enter. 3 2 - 0 1 3 1 4 1 0 1 5 1 0 1 2 Under penalties of perjury, I certify that: The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that i am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out Item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid. acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally. payments other than Interest and dividends, you are not regyjred to sign the certification, but you must provide your correct TIN. Seethe instructions on pace 3. �IWIJ Signature of Here I U.S. person► General Instructions 611 Section references aro to the Internal Revenue Code unless otherwise noted. Future developments. Information about developments affecting Form W-9 (such as legislation enacted alter we release it) is at www.1m.gov1fo Purpose of Form An ,,dwdual or entity (Form W-9 requester) who is required to file an information return with the IRS most obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN). adoption taxpayer identification number (ATIM, or employer identification number (EIN). to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following: • Form 1099 -INT (,merest earned or paid) • Form 1099 -DIV (dividends. including those from stocks or mutual funds) • Form 1099-MISC (various types of Income. prizes, awards, or gross proceeds) • Form 1099-8 (stock or mutual fund sales and certain other transactions by brokers) • Farm 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) Date►.11 ll GO %.b • Farm 1098 (home mortgage mtui t). 1098-E (student loan interest). 1098-T (tuition) • Form 1099-C (canceled debt) • Fonn 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident aloe"), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding? on page 2. By signing the filled -out form. you: I. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued). 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. It applicable, you are also certifying that as a U.S. person. your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income, and 4. Certify that FATCA meals) entered on this form (d any) Indicating that you are exempt from the FATCA reporting, is correct. See What is FATCA reporting? on page 2 for further information. Cat. No. 10231% Form W -W (Rev. 12-2014) ATLANTIC ROOFING II OF VERO BEACH, INC. tic. # CCC1326188 Ph: 772-492-8493 Fax: 772-257-5740 July 19, 2016 City of Sebastian 1225 Main Street Sebastian, FL 32958 321-589-5330 Attn: Jean Tarbell Re: Consequential Damages during construction Ms. Tarbell, 402043 rd Ave Vero Beach, FI 32960 E -Mail: wliatr aol.com Atlantic Roofing II of Vero Beach Inc. will cover any consequential damages that might arise to the interior of the police station during the reroofing the Police Station Bldg. We have submitted our liability insurance and our insurance company has sent over the policy. Atlantic Roofing II will also do a walkthrough and catalog any and all existing conditions. We have attached our inspection forms to this correspondence. Thank you, 117 UVC/fIXM William Lasky Jr. Vice President INTERIOR INSPECTION FORM CEILING TILE CONDITION LIGHT ROOM LENSE WALL CARPET NO. BROKEN STAINED CRACKED STAINS CONDITION CONDITION EXTERIOR INSPECTION FORM SIDEWALK CONDITION ROOF SHRUBBERY MISC. AREA BROKEN STAINED CRACKED GRASS CONDITIONS CONDITIONS ATLANTIC ROOFING II 4020 43RD AVE. VERO BEACH, FL 32960 PROJECT: SEBASTIAN POLICE STATION SEBASTIAN, FLORIDA • JM PVC FBC Approval • Engineering • JM Warranty Application • JM Specification SP5RM-SC • JM Preliminary Cover Board Attachment • JM Insularion Tech Data 9 JM Securock Tech Data • JM A11 Purpose Fasteners &Plates Data 0 JM PVC Membrane Data Sheet w • JM, Perimeter and Corner enhancement data sheet • JM High Load Fasteners Data • JM High Load Fastener Plate Data • JM PVC Detail Strip Data • JM. PVC Coated Metal Data • JM PVC Cut Edge Sealant Data • JM Single Ply Caulk Data • JM PVC inside/outside Corners Data • JM PVC Joint Cover Data • JM PVC Pipe Boot Data • JM, PVC Walkpads Data • Sample Warranty • Marathon PVC one Way Vent Data 2 ■M APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Pace 1A Wood New, Reroof (Tear -Off), Recover A Bonded Insulation, Bonded Roof Cover 4 18 Wood New, Reroof (Tear -Off), Recover C Mechanically Attached Insulation Bonded Roof Cover 4 SC Wood New, Reroof (Tear -Off), Recover D Insulated, Mechanically Attached Roof Cover 5 2A Steel New, Reroof (Tear -OR), Recover B Mechanically Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6-7 2B-1 Steel New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 8-9 28-2 Steel New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 10 2C-1 Steel New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 11-12 2C-2 Steel New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 13 3A-1 Concrete New, Reroof (Tear -Off) A -1a Bonded Insulation, Bonded Roof Cover 14-16 3A-2 Concrete New, Reroof (Tear -Off) A -11b Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 16 3B Concrete New, Reroof (Tear -Off), Recover C-2 Mech. Attached Insulation, Plate -Bonded Roof Cover 17 3C Concrete New, Reroof (Tear -Off), Recover D Insulated, Mechanically Attached Roof Cover 17-18 3D Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 18 4A LWIC New, Reroof (Tear -Off) A Bonded Insulation, Bonded Roof Cover 19 4B-1 LWIC New, Reroof (Tear -Off) F LWC to Deck, Bonded Roof Cover 20 4B-2 LWIC New, Reroof (Tear -Off) F Vapor Barrer to Deck, LWC to Vapor Barrier, Bonded Roof Cover 20 SA CWF New, Reroof (Tear -Oft) A Bonded Insulation, Bonded Roof Cover 21 5B CWF New, Reroof (Tear -Off) C Mechanically Attached Insulation, Bonded Roof Cover 21 6A Gypsum Reroof (Tear -Off) A Bonded Insulation, Bonded Roof Cover 22 68 Gypsum Reroof (Tear -Off) C Mechanically Attached Insulation, Bonded Roof Cover 22 7A Various Recover A Bonded Insulation, Bonded Roof Cover 23 7B Various Recover Over Existing Metal Roof C-2 Mech. Attached Insulation, Plate -Bonded Roof Cover 24 7C Various Recover Over Existing Metal Roof D Insulated, Mechanically Attached Roof Cover 25 7D Various Recover F Non -Insulated, Bonded Roof Cover 25 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the ANI. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: UltiaFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum %-inch plywood penetration or minimum 1 -inch wood plank embedment. ➢ Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum %-inch steel penetration, engage the top flute of the steel deck. i Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with UltraFast Metal Plates (flat bottom only). Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the OA requirements of F.A.C. Rule 61G20- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 18230.11.07-R7 for FL9930-R7 Certificate of Authorization #9503 Revision 7:04/30/2015 t� Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 25 Y` TRINITY ERD 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached membrane), whereby the membrane fasteners are Installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. > JM MBR Bonding Adhesive [MBR-BAJ: Continuous %-inch wide ribbons, 12 -inch o.c. or full coverage at 1.5 gal/square > JM Urethane Insulation Adhesive [JM UTAJ: Continuous %-inch wide ribbons, 12 -inch o.c. > JM Two -Part Urethane Insulation Adhesive [UTA -TWO-PART]: Continuous %-inch wide ribbons, 12 -inch o.c. Note: JM Green Two -Part Urethane Insulation Adhesive may be used where UTA -TWO-PART is referenced. > JM Roofing System Urethane Adhesive (JM-RSUA): Continuous 0.5 to 0.7S -inch wide ribbons, 12 -inch o.c. > 3M CR -20: Continuous 2% to 3S4 -inch ribbons, 12 -inch o.c. > JM One -Step Foamable Adhesive [JM-OSFA]: Continuous %-inch beads, 12 -inch o.c. > Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed fora particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: > UTA -TWO-PART: MDP -315.0 psf (Min. 0.5 -inch thick ENRGY 3 orJM ISO 3) > JM RSUA: MDP -157.5 psf (Min. 0.5 -inch thick) > 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch thick) > JM-OSFA: MDP -157.5 psf (Min. 0.5 -inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, RAS 137, FM LPDS 1-29 and ANSI/SPRI WD -1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mech. attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with TAS 105 or ANSI/SPRI FX -1. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type D, the insulation is optional. Alternatively, Invinsa Roof Board, Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board may be used as a separator board, preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application. 15. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC ProductApproval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2 -inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report J8230.11.07 -R7 for FL9930-R7 Certificate of Authorization #9503 Revision 7: 04/30/2015 �� Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 25 TRINITY I ERD TABLE 2C-1: STEEL DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER System Deck Insulation Roof Cover MDP No. (See Note 1) Base Layer Top layer Attach Membrane Fasteners Attach IPA One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 12 -Inch o.c. within 55 -inch 5-47. Min. 22 ga., Type Grade ENRGY 3 CGF, 1M ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil High Load Fasteners wide laps spaced 144 -inch o.c. 80 steel l 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC with High Load Plates Laps sealed with 2 -inch heat -45.0 ValuTherm 25 PSI AGF, ValUTheml 25 PSI CGF Gypsum -Fiber Roof Board weld. Min. ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.254nch 12-inchWithin wide 5-48. Type B, Grade ENRGY 3 CGF, JM 1503, P5125, ENRGY 325 P51 AGF, ENRGY Invinsa Roo( Board, Dens Prelim. Min. 60 mil High Load Fasteners laps spaced 73 -inch o.c. Laps �ed o.c. -52.5 80 steel a 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC with High Load Plates sealed with 2 -inch heat weld. ValuTherm 25 PSI AGF, ValuThemr 25 PSI CGF Gypsum -Fiber Roof Board 18-22 ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 6 -inch o.c. within wide 5-49, type B, Grade ENRGY 3 CGF, IM 1503, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil High Load Fasteners laps spaced 73 -inch o.c. Laps o -60.0 33 3 25PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC with High Load Plates steel lu ValuTherm 25 P51 AGF, ValuTherm 25 PSI CGF Roof Gypsum -Fiber Roof Board sealed with 1.5 -inch heat weld. 18-22 ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch Extra High Load 64nch o.c. within 5.5 -inch wide 5-50. type e, Grade ENRGY 3 CGF, I50 3, PSI 25, ENRGY 3 25 P51 AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil Fasteners with OMG laps spaced 114 -Inch o.c. Laps -60.0 33 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC 2% Super XHD steel ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board barbed stress plates sealed with 2 -inch heat weld. Min. One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch within 4.5 -inch wide 5-51. B, Gra Type e, Grade ENRGY 3 CGF, JIM ISO 3, P5125, ENRGY 3 25 P51 AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil High Load Fasteners laps spaced 114 -inch laps laps ace -60.0 80 steel 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC with High Load Plates sealed with 2 -inch heat weld. at ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch Min. 22 ga., ENRGY 3 CGF, JIM 1503, P5125, ENRGY 3 25 P51 AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 60 mil High Load fasteners 6 -inch o.c. within 6 -inch wide 5-52. Type e, Grade 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached 1M PVC with High Load Plates laps spaced 72 -inch o.c. Laps -75.0 80 steel ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board sealed with 2 -inch heat weld. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 18230.11.07-R7 for FL9930-R7 Certificate of Authorization #9503 Revision 7: 04/30/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 12 of 25 ®R Date: Jun 23, 2016 Building Owner Information: Wind Rider: Name: JM Application Review Company Name: Contractor Name: ATLANTIC ROOFING 11 OF VERO Created Date: June 23, 2016 1225 Main St BEACH Sebastian City: User Name: Iertok@bellsouth.net Job Start Date: July 11, 2016 Tracking Number: 7320124 Estimated Job Completion Date: September 01, 2016 Job Description: Sebastian Police Station Reroof United States Country: Type: Guamntec Tax Exempt: false Status: Pending Submission On Site Personnel information (Contractor Contact): Contact Name: Tim Campbell Phone: (772)473-7764 Email: Iertok@bellsouth.net Fax: Property Information: Building Owner Information: Wind Rider: Name: Sebastian Police Station Company Name: City ofSebasfian Address: 1201 Main St Address: 1225 Main St City: Sebastian City: Sebastian State: FL State: FL Zip Code: 32958 Zip Code: 32958 Country: United States Country: United States Specifier Information: Contractor as Specifier: Company Name: Address: City: State: Zip Code: false Atlantic Roofing II of Vero Beach, Inc. 4020 43rd Ave Vero Beach FL 32960 United States Riders Wind Rider: false Wind Rider MPH: Hail Rider: false Hail Rider Sisx: Puncture Rider. false Puncture Rider Repair Annual Repair Hours: Lightweight Concrete Rider: false Lightweight Concrete Rider Type: Sheet Metal Rider: false Sheet Metal Coping Linear Feet: Annual Inspections Rider: false Sheet Metal Perimeter Linear Feet: Ponding Rider: false Deviation Request Number: Overburden Rider: false Includes Vegetative: false Includes Solar. false AtOssories._... : Expand-O-Flash (1) Style: Expand-O-Flash (1) Quantity (LF): 0.0 Expand-O-Flash (2) Style: Expand-O-Flash (2) Quantity (LF): 0.0 Expand-O-Flash (3) Style: Expand-O-Flash (3) Quantity (LF): 0.0 Drains (1) Style: Drains (1) Quantity (Each): 0.0 Drains (2) Style: Drains (2) Quantity (Each): OA Vents Style: Vents Quantity (Each): 0.0 Fascia Style: Fascia Quantity (LF): 0.0 Copings Style: Copings Quantity (LF): 0.0 Gravel Stop Style: Gravel Stop Quantity (LF): 0.0 Skylight System: Skylight Quantity: 0.0 It 4 r ulAt n. - Layer 1 (first): No Insulation Attachment: Other: Insulation Field Fastening Pattern 1: Liability Type: No Dollar Limit Penal Sum Amount: Pattern 1: Term: 20 Year Original Instal Cost: Insulation Corner Fastening Section Description: Flat roof area System Type: Single Ply Roof Access: N/A Section Number: 1 Construction Type: Reroof Over Existing Moisture Survey Performed: false Desribe Roof Left in Place: Tapered Iso and BUR Moisture Survey Results false Slope (inches/foot): Insulation Corner Fastening Forwarded: Pattern 2: Comments: `Roof Type: PVC Deck Type: Steel Spec: Steel Deck Gauge: 22 Section Squares: 115 Deck Thickness (inches): Deck Slope (inch per foot): .77 Substrate Board (Thermal Barrier): Not Applicable Base Sheet Fastened: Not Applicable Substrate Board Other (Thermal Base Sheet (F) Fastening Pattern: Barrier): Substrate Board Size: Base Sheet (F) Fastening Pattern Other: .Substrate Board Attachment: Air/Vapor Retarder: Sub Board Field Fastening Pattern: 8 Air/Vapor Retarder other: Sub Board Perimeter Fastening Pattern: Sub Board Corner Fastening Pattern: ulAt n. - Layer 1 (first): No Insulation Attachment: Other: Insulation Field Fastening Pattern 1: Board Size: Insulation Perimeter Fastening Pattern 1: 'Thickness (inches): Thickness Other: Slope (inches/foot): Insulation Corner Fastening Pattern 1: Layer 2 (middle): Attachment: Other: Insulation Field Fastening Pattern 2: Board Size: Insulation Perimeter Fastening Pattern 2: Thickness (inches): Thickness Other: Slope (inches/foot): Insulation Corner Fastening Pattern 2: XnsutRtio a er 308 _ Layer 3 (top): Attachment: Other: Insulation Field Fastening Pattern 3: Board Size: Insulation Perimeter Fastening Pattern 3: Thickness (inches): Thickness Other: Slope (inches/root): Insulation Corner Fastening Pattern 3: 'Coven:ByardsGictcets and_S1ip;Sheets y Cover Board: 1/2" Securock Glass Mat Roof Board Cricket Material: Cover Board Other: Cricket Material Other: Cover Board Size: 4x8 Cricket Slope (inch per foot): Cover Board Attachment: Preliminary Fastened Slip Sheet Required: false `1 i Cover Board Field Fastening 8 Pattern: Cover Board Perimeter Fastening 8 Pattern: Cover Board Corner Fastening 8 Pattern: Slip Sheet Manufacturer: Slip Sheet Type: Slip Sheets Other: «r,... .r,.?,,e, k., _ •�• ���.:�,�*a a,x,..;. ,4 Membrane: JM PVC 50 PVC Profile: Attachment Method: Mechanically Fastened PVC Profile Lineal Footage: Fastener Type: High Load (Loose) Seam Method/Type: Field Membrane Adhesion: Field Sheet Width: 10 Field Membrane Fastening Pattern: b" oc `Perimeter Fastening Row Spacing: Perimeter Membrane Fastening b" oc Pattern: Corner Fastening Row Spacing: Corner Membrane Fastening b" oc Pattern: Comments: Flabing Material 1: PVC 50 Flahing Material Other 1: Flabing Material 2: Flahing Material Other 2: Flahing Material 3: Flahing Material Other 3: f Primary Asphalt Supplier: Surfacing Asphalt Supplier: Primary Asphalt Type: Surfacing Asphalt Type: Primary Asphalt Product: Surfacing Asphalt Product: Asphalt Actual Usage (tons): 0.00 Surfacing Asphalt Estimated Usage (tons): war x.(, ... ..,.�_ k,. _ ,..... ., x, ..:., f< ... ....:J �^'x*xr . �. x .. rzl-:rkx rr e• i.,-rr_.c JF -s ..x ..-<xa6. "r K..»^i^: rix...S� t , r ,:.. Y^ ... y .., , .. r�.., Yn . 1 .. ft wi.s\ ,.4.. Sustainable Solutions: ' Solar Solution: Vegetative Solution: Solar Manufacturer/Model: Vegetative Solution SF: Solar Attachment Method: Vegetative System Depth: Number of Panels/Blankets: Vegetative Solution Manufacturer: Solar Solution /kW: Vegetative Sprinkler System: Iud Johns Manville Mechanically Fastened PVC Single Ply Roofing System. For use over Johns Manville (JM) approved decks or insulation. For Regions 1, 2 and 3 Materials per 100 ft2 (929 ml) of roof area PVC Membrane .......................................................105 It' (9.76 m') Approximate installed weight: ......................... 37.5 - 40 Ib/100 ft' (17 - 18 kg/9.29 m') General This specification is for use over any type of approved struc- tural deck which is suitable to receive a mechanically fas- tened membrane. This specification is also for use over certain Johns Manville roof insulations which provide a suitable surface for the PVC membrane. Insulation should be installed in accordance with the appropriate JM insulation specification detailed in the current JM Single Ply Roofing Systems Manual. All insulation boards must be mechanically attached to "standard" decks unless specifically accepted for hot asphalt or cold adhesive securement for the particular application by JM PVC roofing systems. There should be a minimum of 5 fasteners per 4' x 8' (1.22 in x 2.44 m) board or 4 fasteners for boards with dimen- sions no greater than 4' x 4' (1.22 m x 1.22 m). Additional fas- tening of insulation under mechanically fastened membranes is not required. This specification can also be used in certain reroofing applications. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly. Minor ponding is acceptable. Note: All general instructions contained in the current JM Single Ply Roofing Systems Manual shall be part of this speci- fication. Flashings Referto the JM PVC flashing details within the Systems Application section of this manual. Application Local wind uplift conditions and characteristics should be considered when designing, specifying, and installing any roofing system. Information from the Single Ply Roofing Industry (SPRI), FM Global® and local building codes can pro- vide guidelines for the designer. Specification SHRM/Amwimp< Unroll the JM PVC Membrane and allow to relax for at least 15 minutes when the temperature is above 60°F (160C), or 30 minutes when temperature is below 60°F (160C), prior to installation. The JM PVC mechanically fastened (plate in the seam) roofing membrane shall only be applied over compat- ible, clean, dry and smooth surfaces in accordance with the JM PVC Detail Drawings. The PVC roofing membrane should be installed so that the long dimension of the sheet is per- pendicular to the roof slope except on steel decks, where the long dimension must be perpendicular to the ribs of the deck. Instructions for positioning and placing the membrane sheet are provided in the PVC Application Guide which is available on the web she at www.jm.com/roofing. Except where no other alternative exists, good roofing practice dictates that the sheets should be laid shingle fashion, so that the seams avoid back -water laps. The membrane should be smooth and free of wrinkles and buckles. wehti,. All laps shall be lint air welded only. All surfaces to be welded shall be clean and dry. Machines for hot air welding are available from several different sources. Each set of manu- facturer's operating instructions shall be followed, as well as all local codes regarding electric grounding, supply and other related functions. Since most automatic welding machines require 218 to 230 volts, the use of a portable generator on the roof is recommended for greater flexibility. Hand-held weld- ing machines are also available to weld membrane. Afterthe preheated nozzle tip is applied in the overlap area and the material starts to flow, immediately follow with a hand roller to SS -8353 6-08 (Replaces 4-08) JM PVC 50X,tK Roofing Membrane 0 1 0° o0 6"(150 mm) Min. Lap LMin. 1 1/2" of 2" (40 mm of 50 mm) Lap Welded Unroll the JM PVC Membrane and allow to relax for at least 15 minutes when the temperature is above 60°F (160C), or 30 minutes when temperature is below 60°F (160C), prior to installation. The JM PVC mechanically fastened (plate in the seam) roofing membrane shall only be applied over compat- ible, clean, dry and smooth surfaces in accordance with the JM PVC Detail Drawings. The PVC roofing membrane should be installed so that the long dimension of the sheet is per- pendicular to the roof slope except on steel decks, where the long dimension must be perpendicular to the ribs of the deck. Instructions for positioning and placing the membrane sheet are provided in the PVC Application Guide which is available on the web she at www.jm.com/roofing. Except where no other alternative exists, good roofing practice dictates that the sheets should be laid shingle fashion, so that the seams avoid back -water laps. The membrane should be smooth and free of wrinkles and buckles. wehti,. All laps shall be lint air welded only. All surfaces to be welded shall be clean and dry. Machines for hot air welding are available from several different sources. Each set of manu- facturer's operating instructions shall be followed, as well as all local codes regarding electric grounding, supply and other related functions. Since most automatic welding machines require 218 to 230 volts, the use of a portable generator on the roof is recommended for greater flexibility. Hand-held weld- ing machines are also available to weld membrane. Afterthe preheated nozzle tip is applied in the overlap area and the material starts to flow, immediately follow with a hand roller to SS -8353 6-08 (Replaces 4-08) Specification SP5RM/SPERM/SP8RM Johns Manville (Continued) press the heated membrane surfaces together with slow, even movements. Keep the roller within 1" (2.54 cm) of the nozzle tip. Angle the hot air tool so that the flowing air faces the roller. The temperature of the hot air tool shall be adjusted so that a minimum amount of smoke is developed and material from the bottom of the sheet begins to soften and flow from the seam. Seam strength may be tested when cool. Quality Control of Seams After heat welding, the seams are checked for integrity with a blunt -ended probe. Any openings or fishmouths must be repaired. Make a relief cut in the opening or fishmouth to allow membrane to lay flat Using a hand-held hot air tool fit- ted with a narrow nozzle tip and a silicone roller, heat weld a reinforced membrane patch 3" (7.62 cm) past the cut edge in all directions. The patch should have rounded corners. The weld must be 1Y2" (3.81 cm) wide around the entire area. Each day, several sections of welded seams shall be pulled apart by the roofing contractor to test the quality of the welds. Should the welds be deficient, a more thorough examination of the work performed must be carried out and necessary repairs made. Perimeter Attachment Install perimeter sheets per the specifier's requirements (but not less than two perimeter sheets) parallel to the perimeter and fastened with JM PVC roofing systems accepted fasten- ers and plates at the predetermined spacing in the lap area. Secure attachment of the PVC roofing membrane at the perim- eter and at penetrations can be accomplished by mechanical fastening using High Load Fasteners and Plates or APB Plates or other approved fasteners as appropriate for substrate. For FM Global insured buildings, follow guidelines in the FM Global Loss Prevention Data Sheet 1-28, i.e., the smaller of 0.1 times the lesser plan dimension or 0.4 times the height, but not less than 4% of the lesser plan dimension, or 3' (91.44 cm). Fasteners shall be supplied and installed in accordance with these specifications. RS -8353 6-08 JReplaces 4-08) 2/7" Roof Insulations Fastener Placement Johns Manville 4' x S' (1.22 m x 2.44 m) Boards 3 Soaces 0 24" 1 6" 1 6 Fasts./ Bd. 3 Spaces @ 24" + + + + 1 Preliminary Attachment 6, + + + + 1 !Bd. 36"- 8 Fasts. / �— 48"- 0 i 12" 1F I �� 24" + + + 9 Fasts. / Bd. T F t 24" 1 10 Fasts. / Bd. �I4 48" 36" 12" 1z, + + f 1 24" 6„ + + + + I T 11 Fasts. / Bd. S 3 Spaces @ 24" —r 12" ► 12" F 1 216" 24" 116" T F— 36"-0 } 12 Fasts. / Bd. 3 Spaces @ 24" —►� 12" F —► 12" � F 1 + + + + + 6' 216" - 24" + + + + 118„ + +++ + 6" T �• 48" 0I Imo-- 36" NJ } 14 Fasts. / Bd. M �` RAT TAPIRID r JiphnsManvi!►e. •Roof Insulation :. Meets the requirements of ASTM C 1289, Type II, Class 1, Grade 2 (20 psi) •ENRGY 3/Tapered ENRGY3 Grade 3 (25 psi) •ENRGY 3 25 PSI / Tapered ENRGY 3 25 PSI Features and Components Glass -Reinforced Facers: Provides rigidity and resistance to indentation and crushing, and are compatible with BUR, modified bitumen and single ply membrane systems. Closed Cell Palyisocyanurate Foam Core: Provides high R -value per inch in built-up, modified bitumen, metal roof and single ply roof systems, and approved for direct application to steel decks. cumpenem lonvllion MA -fly Single Ply Type HT wynmmrel TP iapr� System Compatibility This product may be used as a component in the /allowing systems. Please reference product application forspecTc iwtallathon methods and information. TM ._ .. --0. OY. MOM E Compatible with the selected Multi -Ply systems above uS Compatible with all Single Ply system _ Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Solt Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment LEEV Recycled Content Varies with thickness, see Product Data and Packagingtable on next page. Produced with a pentane blowing agent with zero ozone depletion and virtually no global warming potential. Peak Advantage'"' Guarantee Information Systems For use in approved JM Peak Advantage Roofing Guarantees Codes and Approvals PSSIFrF II ' FM= PLMAQs1l- C "T US el.n,w.a. nari.n Nmty Mapli A.....ee Rotlun eenvol Appraretl • FMO Standards 4450/4470 Approvals (refer to FM ROofNae) • UL® Standard 790, 263 and 1256 (refer to UL Roofing Materials system directory) • Meets the requirements of CAN/ULC 5704, Type 2 & 3, Class 3 • California Code of Regulations, Title 24, Insulation Quality Standard License #TI -1341 • Third -party certification with the PIMA Quality Mark7' for Long -Term Thermal Resistance (LTTR) values Refer to the Safe for Use instructions and product label priorto using this product The Safe for Use instructions are available by calling 1800) 922.5922 or on the Web at vuww.jm.com/roof ng. Note: Technical information on this data sheet is intended to be used as a general guideline only and is subject to change without notice. Contact your JM Sales Representative for further details. Installation/Application Ha Asphah Urethane Mechanically Loose Laid Tapered Size' Adhesive Fastened 022mx1.22 m) Producing Locations Refer to the application instructions guidelines for proper utilization of this product Flute Span: Width of Rib Opening: Up to 25/; Up to 31/;' Up to 4a/; 16.67 cm) (8.57 cm( (11.11 cm) Insulation Thickness (mini 1.0' (2.54 cm) 1.2'(3.05 cm) 1.3'(3.30 cm) Packaging and Dimensions Flat Sizes' 4x4' (1.22mx1.22 m) 4'x8' (1.22m x 244 m) Tapered Size' 4'x 4' 022mx1.22 m) Producing Locations Bremen, IN Cornwall, INT Fernley, NV Hazleton, PA Jacksonville, FL Stacking Locations' I Grand Prairie, TX Southgate, CA Tracy, CA 1. Far avadoble thicknesses. see Product Data and Packaging table on page 2 ofthis data sheet Other sizes available by special request some sizes are not stacked and special order wth minimum order quantities. Comactyour JM Sales Representative for details. 2. Tapered ENRGY 3 and Tapered ENRGY 325 PSI are available in thicknesses of 112' to 4'. Available profiles are shown on page 3 of this data sheet In some regions extended panels are also available. 3. Not all sizes, thicknesses, and products are stocked at all locations, please call Customer service at 1-077-766-3295. RS -5137 10-15lReplaces 8-151 Typical Physical Properties RAT ENGGY 3@ Polyisocya n u rate Roof Insulation Tensile Strength EMLE C 209 1140 500 psf (24 kPa) (min), 730 psf (35 kPa) (nom) Compressive Resistance 10% Consolidation 01621 Grade 220 psi (138 kPa), Grade 3:25 psi (172 kPa)(min) Dimensional Stability Change, (length & width) D 2126 0.5% Moral, 2% (max) mm Moisture Vapor Peoneance E 96 1 perm, 57.2 ng/(Pa•s•m') (nom), 1.5 Penn, 85.8 ng/(Pa•s"') (max) N Water Absorption C209 1.0%(max) 4x8 4x4 Service Temperature D1623 -100-F-250°F (-73°C-121°C) 5.7 Flame Spread, (foam core) E 84 20 - 30 (nom), 75 (max) 37.1 / 35.1 Smoke d, (foam core) EH4 55- 250 (nom), 450 (max) Product Data and Packaging 1. The long -Term Thermal Resistance (MR) values were determined in accordance with CANA1lC Sno at 75-F (24'Q.The ultimate R -Value of these products will depend an individual installation ucumstances. 2 Value represents average results (Grade VGmde 3). 3. Assumes 48' Oathed truck. "Thickness as required for wet insulation replacement" Refer to the Safe for Use instructions and product label prior to using this product The Safe for Use instructions are available by calling (800) 922-5922 or on the Web al:vvtvvvjm.com/roofing. RS -5137 10-15 (Replaces 8-15) in, mm (hr-ft-F)/BTU m'•°C/W %Pre -Consumer %Post -Consumer %Total 44 and 4x8 4x4 4x8 4x4 48 1.0 25.4 5.7 1.00 5.3/5.2 31.8129.9 37.1 / 35.1 48 768 1536 1.1 27.9 6.3 1.10 5.2/5.2 30.0 / 28.1 35.3 / 33.3 41 656 1312 1.2 30.5 6.8 1.20 5.2/5.2 28.4/ 26.6 33.6/31.76 38 608 1216 1.25 31.8 7.1 1.25 5.2/5.2 27.7/ 25.8 32.9/31.0 35 560 1120 1.3 33.0 7.4 1.30 5.3/5.3 27.0125.2 32.3/30.4 35 560 1120 1.4 35.6 8.0 1.41 5.3/5.2 25.7/23.9 31.0/29.2 32 512 1024 1.5 36.1 8.6 1.51 5.2/5.2 24.5 122.0 29.8/28.0 1 32 512 1024 1.6 40.5 9.1 1.61 5.2/5.2 23.4/ 21.7 28.7/27.0 1 28 448 896 1.7 43.2 9.7 1.71 5.2/5.2 22.4/ 20.8 27.7/26.0 27 432 1 864 1.75 44.5. 10.0 1.76 5.2/5.2 22.0/20.4 27.2/25.6 27 432 864 1.8 45.7 10.3 1.51 5.2/5.2 21.5/19.9 26.7/25.1 25 400 800 1.9 48.3 10.8 1.91 5.2/5.2 20.7/19.1 25.9/24.3 24 384 768 2.0 50.8 11.4 2.01 5.2/5.2 19.9/ 16.4 25.1/23.6 24 384 768 21 53.3 12.0 2.11 5.2/5.2 19.2/17.7 24.4/22.9 21 336 672 2.2 55.9 126 2.22 5.2/5.2 18.5/17.1 23.7/22.3 20 320 640 2.3 58.4 13.2 2.32 5.2/5.2 17.9/16.5 23.1 / 21.7 20 320 640 2.4 61.0 13.8 2.43 5.215.2 17.3/16.0 22.5/21.1 19 304 608 25 63.5 14.4 2.53 5.2/5.2 16.8/15.4 22.0/20.6 19 304 608 2.6 66.0 15.0 2.64 5.2/5.1 16.3115.0 21.4/20.1 18 288 576 2.7 68.6 15.6 2.74 5.2/5.1 15.8/14.5 21.0/ 19.7 17 272 544 2.8 71.1 16.2 2.85 5.2/5.1 15.3/14.1 20.5/19.2 15 256 48 512 24 2.9 73.7 16.8 2.96 5.2 / 5.1 14.9 / 13.7 20.1/ 18.8 16 256 512 3.0 76.2 17.4 3.06 5.2/5.1 14.5/13.3 19.7/18.4 16 256 512 3.1 78.7 18.0 3.17 5.1 / 5.1 14.1 112.9 19.3/18.1 14 224 448 3.2 81.3 18.6 3.28 5.1 / 5.1 13.8/12.6 19.9/17.7 14 224 448 3.25 82.6 18.9 3.33 5,1/5.1 13.6/12.4 10.7117.6 14 224 448 3.3 83.8 19.2 3.39 5.115.1 13.4/12.3 18.6/17.4 14 1 224 448 3.4 86.4 19.9 3.50 5.1/5.1 13.1/12.0 18.2/17.1 13 208 1 416 3.5 88.9 20.5 3.61 5.1/5.1 12.8/11.7 17.9/16.8 13 209 1 415 3.6 1 91.4 21.1 3.72 5.1/5.1 12.5/11.4 17.6/16.5 12 192 1 384 3.7 94.0 21.7 3.82 5.1/5.1 12.2/11.1 17.3116.3 12 192 384 3.75 95.3 22.0 3.88 5.1 / 5.1 12.0111.0 17.2/16.1 12 192 384 3.8 95.5 22.3 3.94 5.1 15.1 11.9/10.9 17.0/ 16.0 12 192 384 3.9 99.1 23.0 4.05 5.1 /5.1 11.7/10.7 16.8/ 15.8 12 192 304 4.0 101.6 23.6 4.16 5.1/5.1 11.4/10.4 16.5/15.5 12 192 384 4.1 104.0 24.2 4.26 5.1 /5.1 11.21 10.2 16.3 / 15.3 11 176 352 4.2 107.0 24.9 4.39 5.1 /5.1 10.9 / 10.0 16.0 / 15.1 11 176352 4.3 109.0 25.5 4.49 5.1 / 5.1 10.7 / 9.8 15.8 / 14.9 11 176 352 4.4 112.0 1 26.1 1 4.60 1 5.1 /5 10.519.6 15.6 / 14.7 10 160 320 4.5 114.0 1 26.8 1 4.72 1 5.1/5 320 1. The long -Term Thermal Resistance (MR) values were determined in accordance with CANA1lC Sno at 75-F (24'Q.The ultimate R -Value of these products will depend an individual installation ucumstances. 2 Value represents average results (Grade VGmde 3). 3. Assumes 48' Oathed truck. "Thickness as required for wet insulation replacement" Refer to the Safe for Use instructions and product label prior to using this product The Safe for Use instructions are available by calling (800) 922-5922 or on the Web al:vvtvvvjm.com/roofing. RS -5137 10-15 (Replaces 8-15) TAPERED ENDGY3` Polyisocya n u rate Roof Insulation Johns Manville Tapered Polyiso Offerings Please refer to the amwouspaye forlypicalphysicalpropernes. 2.5 8.6 1 32 j 512 4.5 l 20S 12 192 004 Tapered Recycle Content: Recycled content is dependent upon average thickness. To calculate, match the average thickness of Tapered ENRGY 3 to the thickness of Flat ENRGY 3. Use the number from Flat ENRGY 3 as your recycled content Refer to the Safe for Use instructions and product label prior to using this product The Safe for Use instructions are available by calling 18991922-5922 or on the Web at vvvveOjm.com/roofing, a Penelvspeehlordar E672 ¢5- 2s- 45' Bs- Ds 25' !" 2r 5r Sr 7D4 Jn0i 0 2.D• �-w" Enendedana Spenal0rder Panelr.DD Sp.d.10rder RS -5137 10.15 (Replaces 8-151 /lo.EMFIal I IA 1/16 0.5 0.75 3-6 70 1120 700 a25' Lr 115' 15' 1.15- it 2S w 2.7r Sr 1A 18 IA Is 1 2 .i 4 s 6 WRd, aPanuhspepiel Oreer 1B 1/I6 0.75 1 5.0 50 800 700 1 1/16 1 125 6.4 38 608 684 2 1/16 125 1.5 7.8 32 512 704 3 1/16 1.5 1.75 9.3 28 416 676 4 1/16 1.75 2 10.7 22 352 660 5 1/16 2 225 12.1 20 320 680 6 1/16 2.25 2.5 13.6 18 288 684 1/8 in/B (104 MMIM) AA 118 0.5 1 4.3 64 1024 766 1.5-2D' u' Sp" ss' 4a' 4s' &V ss' A LP Far, AA A _ AA A e. c o E P Pf a.D'ruer Emnde odd5deelal Oram Pinna D, EP,PP a15- lar 1.15- A5' 2.1s- aa- a2r 4S 4.2s - a s aPnne6 Spe.ammer A 116 1 1.5 7.1 38 608 760 B 118 1.5 2 10.0 26 416 728a' D 1/8 2 2.5 12.6 20 320 720 D 1/6 2.5 3 15.9 16 256 704 E 1/8 3 3.5 18.9 14 224 728 F 1/8 3.5 4 22.1 12 192 720 FF 118 4 4.5 25.3 10 160 680 R 1/8 0.75 1.25 5.7 44 704 704 S 1/8 1 115 1.75 8.6 1 30 480 720 T 1/8 1.75 2.25 11.4 22 352 704 U 118 1 225 1 2.75 14.4 16 256 640 v 118 275 3.25 17.4 14 224 672 W 1/8 315 3.75 20.5 12 192 672 Mir in/tt 115.6 mm/in) 1 3/16 1 1.75 7.8 32 512 704 _ 1A 1'n 2r vs- ae' 4.W W ae- I.25- 2r 225. 2r 4x' Sr K 2d KK K 2 m a4'rmer n xxH... apntn a Peres SpaoelOrder aPaddiespeoelarae, K 3/16 1.75 2.5 12.1 20 320 680 L 3/16 2.5 3.25 16.6 16 256 736 M 3/16 325 4 21.2 12 192 696 KK 3/16 1.25 2 9.3 28 448 728 JJ 3/16 0.5 1.25 5.0 52 832 728 LL 3/16 2 2.75 13.6 18 288 691 MM 3/15 2.75 3.5 18.2 14 224 694 1/4 in/[1(20.8 mm/m) 6 1/4 1 2 8.6 30 480 256 192 768 384 256 192 720 640 672 768 768 768 766 Ds' 1sr 2s 5s' 4s' s5- ss- 1r 2r ar 4r sr 60' Lv 2.1 no; x v 4.D-911er c x c x arson. Fpanaeared spe=.,Iorder PanemzII aPanesp.-ama.r, H 1/4 2 3 14A 16 1 1/4 3 4 20.5 12 X 1/4 D.5 1.5 5.7 48 Y 1/4 1.5 2.5 11A 24 Z 1/4 2.5 3.5 17.4 16 22 1/4 3.5 4.5 23.6 12 3/8 inf t(31.2 mm/m) SS TT 1 3/8 3/8 0.5 2 1 2 3.5 7.1 15.9 3 16 1 576 1- 256 720 704 ps• zc- ar sD' as ss R 55 P a0'Fllln 2.5 8.6 1 32 j 512 4.5 l 20S 12 192 004 Tapered Recycle Content: Recycled content is dependent upon average thickness. To calculate, match the average thickness of Tapered ENRGY 3 to the thickness of Flat ENRGY 3. Use the number from Flat ENRGY 3 as your recycled content Refer to the Safe for Use instructions and product label prior to using this product The Safe for Use instructions are available by calling 18991922-5922 or on the Web at vvvveOjm.com/roofing, a Penelvspeehlordar E672 ¢5- 2s- 45' Bs- Ds 25' !" 2r 5r Sr 7D4 Jn0i 0 2.D• �-w" Enendedana Spenal0rder Panelr.DD Sp.d.10rder RS -5137 10.15 (Replaces 8-151 Meets the requirements of ASTM C 1177 Features and Components Handleability: Unmatched mat -to -core tensile bond strength, easy to cut and has reduced facer delamination. Fire Performance: Provides excellent fire performance, and demonstrates exceptional surface burning characteristics. 5/8" thickness meets the requirements of Type Xper ASTM C 1177. Moisture and Mold Resistance: Fiber glass facer and back with treated core delivers moisture and mildew resistance. Glass -Mat Reinforced Cover Board Component rNP pMdla rvu%_NY Single try Type la System Compatibility This pmdectmay be used as a cmmponentm the rollmwinq systems. Please referenceprmduct application forspeciic installation methods end edarmaden. � a Do not use in MulO Plysysfems y Compatible with the selected S_inp/e Ply systems above —..— Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Peak Advantage"' Guarantee Information Installation/Application Systems I Guarantee Term• When used in most single ply systems 10, 15, or 20 years L7 Contact JM Technical Services for specific systems or terms over 20 years. COdz3S and Appmi 1, Mechanically Fastened ySSIF,fFM Refer tothe Application Guides and Detail Drawings for instructions. C C RPPROV EO pporer atkagmg and pinlensl®n5 Size 4'x811.22mx2.44m) Thickness, nom ) W (127 Tom) Weight/Board, nam 40 Ills (18.14k ) 671bs (30.39k ) 89 its (40.37k ) Coverage/Pallet 1,344 ft2 (124.9 m2) 960 ft' (89.2 m') 9601V (89.2 m2) Boards/Pallet 42 30 30 Pallet Weigh[ 1,688 lb (765.7 kg) 1,995 lb (904.9 kg) 2,667 (1209.7 kg( Pallets perTmck* 28 24 18 Producing Location Sweetwater, TX Assumes 48' flatbed truck. Refer to the Safety Data Sheet and product label prior to using this product. SECUROCK" is registered trademark of United States Gypsum Company, SECUROCV is The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at manufactured by United States Gypsum Company and is marketed by Johns Manville as www.jm.com/mofing. JM°SECUROCV. RS -5041 10-14 (Replaces &141 Meets the requirements of ASTM C 1177 Glass -Mat Reinforced Cover Board JM SECUROCK glass Mat Raet Bos 'XXXXXXX--. 5Y' (127 mm) XXXXXXXXX -.. ,= Compressive Strength, psi (kPa), nom C 1177 700 -1,000 (4,826 -6,895) Flexural Strength, Ib, parallel, min C 473 40 80 100 Bending Radius, ft (m), max NA 4(1.22) 611.83) 91274) Moisture Vapor Permeance, perms (ng/(Pa-ssm ), max E96 1811,030) 18(1,030) 16(915) I Water Absorption,% by wt, max C473 10 Mold Resistance D 3273 10 Ruts Span, in (cm), max E 661 25/8(6.7) 5 (12.7) 8(20.3) .� Weight, lh fF (kg/m2), nom NA 1.2 (0.54) 2.0 (0.91) 2.7(l.23) Linear variation With change in moisture, D 1037 6.3x 10° B infin • %RH Coefficient of Thermal Expansion, infn • °F E 831 8 x 104 Thermal Performance Refer to the Safety Data Sheet and product label prior to using this product. SECUROCO is registered trademark of United States Gypsum Company. SECUROCK° is The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at manufactured by United States Gypsum Company and is marketed by Jahns Manville as v✓vW¢Im.com/roofing. JM® SECUROCK'. RS -5041 10-14 (Replaces 8.14) A[E PURPOSE FASTENERS Roof Membrane and Insulation Fastener Features and Components c"nponem All Purpose Fasteners are #14 case-hardened steel fasteners with a #14 Gauge F #3 Phillips head. The point is designed for quick installation in new or Case Hardened Steel eaf re -roof applications. Type Use: Membranes and Insulation - Material: Case-hardened steel I Cluick Installing nselaoon Gauge: #14 Point M Head: #3 Phillips head #3 Phillips Head Mnnmma Color: Grey MON-Ply Single fly Deck Types: Wood, Concrete, and l8-24 gauge (1.25 mm - 6.56 mm) Metal. Plate Compatibility" • Ultrafast" Locking Plastic Plates • UltraFast" Metal Plates • High Load Plates (not pictured) • APB Plates (not pictured) • RhinoPlate (concrete decks) • See corresponding data sheets for information regarding DhraFasr High Load, and APB Plates. System Compatibility This doduct may be used as a component if, the fellowigp systems Please reference product application for specific installation methods and information. Use to fasten Insulation andsefect li sheens in Multi -Ply systems 'w Use to fasten Membranes and Insulation in Single Plysystems Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballaned Energy and the Environment Recycled Content This steel based product contains a minimum of 25% post consumer recycled materials by weight Peak Advantage' Guarantee Information Systems Approved to use wish arty Peak Advantage Guarantee Codes and Approvals" FM C RPPgeVIO P,...Gen Val Re,..pp.erpd 'Fastener approvals are based on system approvals Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. Insta Ilati on/Application Refer to the application instructions guidelines for proper utilization of this product. Packaging and Dimensions Fastener Sizes Quantity per Container IA" to 4" (3.2 cm to 10.2 cm) 1,000/pail 5'to 11° )12.7 cm to 27.9 cm) 500/pail 12• to 24" (30.5 cm to 61.0 cm) 250/box Producing Locations* Agawam, MA & Itasca, IL ' The point of manufacture for fasteners and plates varies depending on the specific part. Call your local JM sales professional for assistance. Sizes determined by thickness of tapered insulation" AS -7174 7-14 (Replaces 4-141 Meets the requirements of ASTM D 4434, Type III Features and Components Advanced Solid Phase Polymer Formulation: Uses the optimal amount of DuPont- Elvaloy®KEE (Ketone Ethylene Ester) polymerto: Ensure plasticizer retention; Extend roof life (exceeds34,000houa of accelerated weathering testing (ASTM G 154 requires 5,000 hours!, and to reduce maintenance costs. Patented Aramid-Reinforced Edge: Aramid fiber is woven into the fastening side of all full rolls of PVC membrane. Non -wicking Reinforced Polyester Scrim: Ourfully integrated manufacturing process adds tensile strength and toughness. Due to the non -wicking edge, sealant is not required. Excellent Chemical Resistance: JM PVC is inherently resistantto oils, air conditioning coolants, fuels and grease. Energy Savings: The White, Grey ES and Sandstone ES provide exceptional reflectivity and emissivity for energy savings. J SII PVC -50 M11 Thermoplastic Polyvinyl Chloride Membrane component MM,: Sin* nv Es,_ Sandstone 1 Sandstone ES Grey and Sandstone are standard colors and do nm require a minimum order but may require extended lead times up to eight weeks. All other colors may be ordered in any sheet size or thickness but are special order and may require the following minimums and lead times: • 3.25' and 6.5' sheets require 500 square minimum and a six weak leadtime - 5' and 10' sheets require I,Om square minimum and eight week lead time System Compatibility This product maybe used as a componentin the follpwing Systems. Please reference pmductapplicahanforspecific installation methods andinlonnation Do not use in Multi -Ply systems_ J �ra Co_mpatible with the selected Single Ply systems above _J Bay: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment The LEEV Solar Relle do,, a Index (SRI) is calculated per ASTM El 980, Peak Advantage' Guarantee Information Product Thickness Terms 50mi1-standard&fleece backed 5, 10 or 15 rNDL Guarantee terms are for mechanically fastened and fully adhered systems. Codes and Approvals 'SSIFrp FM - »ava� C �� US nnnnoveo nm:ac :°o-ein"n'ae..e Instal lation/Appli cation &HO Fully Adhered Mechanically Hat Air Weld Fastened Refer to JM PVC application guides and detail drawings for instructions. Packaging and Dimensions Size Standard 3.25 x 100'(1 m x 30.48 or Reflecthnity 5'x 100'(1.52 of x 30.48 m) Emissivity, 6.5'x 100'(1.98 In x 30.48 m) White Initial 0.86 Widths 3.25' 0.86 3 Yr. Aced 0.70 0.82 CRRCe Sandstone ES Initial 0.73 Pawtucket RI and Lancaster, SC 0.83 3 Yr. Aged 0.58 0.82 Gray ES Initial 0.67 0:85 3YrrA"ed D:54 0:82 CATide24 White Pass 0.86 6.86 White Initial 0.86 0.82 3Yr. Aged 0.70 / ENERGY STAR' Sandstone ES Initial 0.73 0.83 3Yr. Aged 0.58 Gray,ES Initial 0:67 OB5-1 3Yr iinad 0:54 White Initial 108 3 Yr. Aged 84 LEEDa (SRI) Sandstone Es Initial 89 3Yr. Aged 67 Gray ES Initial 80 3 Yr. Aged 61 Recycled Post -consumer 0% Content Post-industrial 0%-101/. The LEEV Solar Relle do,, a Index (SRI) is calculated per ASTM El 980, Peak Advantage' Guarantee Information Product Thickness Terms 50mi1-standard&fleece backed 5, 10 or 15 rNDL Guarantee terms are for mechanically fastened and fully adhered systems. Codes and Approvals 'SSIFrp FM - »ava� C �� US nnnnoveo nm:ac :°o-ein"n'ae..e Instal lation/Appli cation &HO Fully Adhered Mechanically Hat Air Weld Fastened Refer to JM PVC application guides and detail drawings for instructions. Packaging and Dimensions Size Coverage 3.25 x 100'(1 m x 30.48 or 325 ft' (30.19 m') 5'x 100'(1.52 of x 30.48 m) 500 ft' (46.45 m') 6.5'x 100'(1.98 In x 30.48 m) 650 ft'(60.38 m') 10'x 100'(3.05 on x 30.48 m) 1000 It' (92.9 m') Widths 3.25' 5' 1 6.5' 1 10' Rolls per Pallet 24 12 1 12 1 12 Pallet Weight - to (kg) 25920775.714225(1916.4)2660(l2066)4225(1916.4) Pallets per Truck' 17 1 8 1 17 1 8 Producing Locafions Pawtucket RI and Lancaster, SC 'Assumes 48' flatbed truck. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at wive w.im.com/roofing. RS -892D 9-151Replaccs10-14) im PVC -50 M11 Thermoplastic Polyvinyl Chloride Membrane Meets the requirements of ASTM D 4434, Type III Frop Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (000) 922-5922 or on the Web at vmw Jnnxom/roofing. RS -8920 9-15 (Replaces 10-14) Breaking Strength,min, Win. 1 NI D751 200 (89D) 342(1,521) Elongation at Break, min % D 751 15 27 Tearing Strength, min, Ibf/n. (N) 0751 45 (200) 88.6 (394) y Seam Strength, min, %of breaking strength D 751 75 100 Static Puncture Resistance, Ibf (kg) D 5602 Pass 0 33 (15) Pass Dynamic Puncture Resistance, J D 5635 Pass ® 20 Pass Thickness, min, in. D 751 +/-10%from Nominal 0.050 (Nominal) •E E Thickness Over Scrim, min, in. D 7635 0.016 0.022 m 5 Water Absorption, max, % D 570 modified 3.0 0.13 Low Temperature Bend, *F D2136 No Cracks 0-00°F Pass „ Properties after Heat Aging, min D 3045 56 days ®176°F a� a Breaking Strength, %(after aging) D 751 90 92 sm Elongation, % (after aging) D751 90 91 6 Linear Dimensional Change, max, % (after 6 hrs @ 176°F) D 1204 0.5 0.19 Accelerated Weathering, min G 151 & G 154 5,000 hrs Cracking (®7xmagnification) G154 No Cracks Pass 0>34,00Ous 6 Discoloration (by observation) G154 Negligible Negligible 3 a Crazing (@7x magnification) 6154 No Crazing Pass @>34,000 hrs Moisture Vapor Transmission ASTM E 96, Proc B, Method A 0.02 g/m' per 24 hrs Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (000) 922-5922 or on the Web at vmw Jnnxom/roofing. RS -8920 9-15 (Replaces 10-14) f VLL �7rIGG 1 I iULL �iICC CUT- a s 1Y l'c-- CUT -AWAY PERIMETER (SEE NOTE 3) WIDTH (X) (SEE NOTE 4 or 5) NOTES 1. CALCULATE UPLIFT DESIGN PRESSURES IN ACCORDANCE WITH ASCE-7. 2. FASTENING DIAGRAM IS BASED ON FM GLOBAL DATA SHEET 1-25. 3. INSTALL INSULATION WITH LONG JOINTS IN A CONTINUOUS STRAIGHT LINE WITH END JOINTS STAGGERED. 4. ROOF HEIGHTS 60 FT, THE PERIMETER (X) IS THE SMALLER DIMENSION OF: 10% OF THE SHORTEST SIDE (PLAN VIEW) OR 40% OF THE ROOF HEIGHT, BUT NOT LESS THAN 4% OF THE SHORTEST SIDE (PLAN VIEW) OR 3 FEET. 5. ROOF HEIGHT > 60 FT, THE PERIMETER (X) IS: 10% OF THE SHORTEST SIDE (PLAN VIEW) BUT NOT LESS THAN 3 FEET. 6. THE CORNERS MAY BE TREATED AS PERIMETERS IF THE PARAPET IS GREATER THAN OR EQUAL TO 3 FT ON ALL SIDES ACCORDING TO ASCE-7. XL O PERIMETER WIDTH (X) (SEE NOTE 4 or 5) LLvL_ G CUT -AWAY (SEE NOTE 7) INSULATION FASTENING to 0 5 FASTENERS IN FIELD. a PERIMETER. AND CORNER p 4'-W 12- 24• 1x N ® fl 4 FASTENERS a ON 112 BOARDS m fl CORNER DEFINITION i---- -I I BUILDING GHT 5 6I0 FT Woo BUILDING HEIGHT , dial TX I 7. MEMBRANE SIDE LAPS MUST RUN PERPENDICULAR TO METAL DECK FLUTES. N (SEE NOTES 4,5 & 6) MECHANICALLY ATTACHED JM PVC (6" O.C.} DRAWING N0. SCALE ISSUE DATEREV. NO. Jofua uer @ is a Menutackof o=morctal roofing products and alias this ganaral cortoeptual irdor to you es a oaatasy. This ca m assistarroe is not to be used at refed upon by P M 6 FULL N.T.S 3-1 s-2010 arm as a sut 'or � engineering design and doaanentaBon required by lading CAD FILE: code. baa. arappEcab Iae{ accepting these comments you agree they do not constitute any reiuessntatiorts, endorsements of, wan assumption by Johns Manvfte of any tiabIltyy for etcher Johns Manvl//e PM 6 -FU LLS HE ETS.dwg the adegnaey of the design of this lading or any other material not supplied by Johan maftw&- Features and Components HIGH LOAD FASTENERS Roof Membrane Fasteners Igth determined by thickness of tapered insulation The High Load Fastener is a blue, corrosion -resistant #15 fastener With a #3 Phillips head, and a drill point designed for quick installation in new or re -roof applications. The High Load LH Fastener is a Grey, #15 fastener with a larger #3 Phillips head, and a drill point designed for quick installation in new or re -roof applications. Use: Membranes Material: Carbon Steel Gauge: #15 Head: #3 Phillips head Colors: High Load Fastener- Blue High Load LH Fastener- Grey Deck Type: Wood or 18 - 24 gauge (1.25 mm - 0.56 mm) Steel. LH Standard Component I: \ F iavlenne 43 Phillips Head Type 115 Gauge 125/box Membrane Shankwith P/,", 2" to 4'(3.2 cm, 5.1 to 10.2 cm) faD&Pty Deep Buttress 500/Pail Smde Fly Threads Drill Paint System Compatibility Thispmducrmaybe usedas a component in the fallowing systems. Please reference product applicaYmnforspacific installation methods andinformaflan. as E701 m S Compatible with theselectrd Multi-Plysystere above Lro Compatib/ewith the selected Single Plysystems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Recycled Content This steel based product contains a minimum of 25% post consumer recycled materials by weight Peak Advaniago' Guarantee Information Systems Approved to use with any Peak Advantage Guarantee Codes and Approvals' F APPROVED nNun emuW lwrwy 'Fastener approvals are based on system approvals Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.im.co ntroofing. Installati on/Appl i cation Referto the application instructions guidelines for proper utilization of this product. Packaging and Dimensions Standard Fastener Sizes Quantity per Container" i%a', Tto 5"132 cm, 5.1 to 127 cm) 1,000/pail W to 14" (152 to 35.6 cm) 500/pail or z 8.500/box 16'm 20' 140.6 to 50.8 cm) 250/box 22'(55.9 cm) and 24"(61 cm) 125/box LH Fastener Sizes P/,", 2" to 4'(3.2 cm, 5.1 to 10.2 cm) 1,Oo0/pail 5" to 8',10",12' (12.7 to 20.3 cm, 25.4 cm, 30.5 cm) 500/Pail Producing Locations" Agawam, MA and Itasca, IL A bit is provided in each pail. —The point of manufacture for fasteners varies depending ou the specific pan. Call your local JM sales professional for assistance. RS -7108-F 9-141Replaues4-141 /Features and Components v High Load Plates are heavy duty, 2V8' (6.03 cm) round, 20 -gauge 10.9 mm) Galvalume®"-coated steel seam plates with eye hooks. i L Iv c h ys t I2 -aye CR W g Use: Membranes Material: Galvalume-Coated Steel Gauge: 20 -Gauge Steel Size: High Load Plate - 2W (6.03 cm) round High Load Plus Plate - 23W (6.99 cm) round Color. Grey(Galvalume-coated steel) - Galvalume is a registered trademark of BIEe International, Inc. and some of its licensed producers. 1 High Load Plate O Roof Membrane Plate High Load Plus Plate High Load Plate ereeponem ras¢mm� Two fAaiAane Mul&Ply Smgle Ry System Compatibility Thisprductmaybe usedas a componerria the following systems. Please reference product application lorspecific installation methods and information. d a �'.-..';,, rte_Kul I, L_ Compatible with the selected Multi-Ptysystem above Compatible with the selected Single Ply systems above Key. HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Recycled Content Thos steel based product contains a minimum of 25 k past consumer recycled materials by weight Peak Advantage'- Guarantee Information Systems Approved to use with any Peak Advantage Guarantee Codes and Approvals' FM Mier nnaww.a.cwwr nvvaoveo n=mn cwv<i>vm.�.a 'Fastener approvals are based on system approvals Refer to the Safety Data Sheet and product label prior to using this product. Safety Data Sheets are available by calling 1&001 922-5922 or on the Web at vvivnip.cem/roofing. Installation/Application Refer to the application instructions guidelines for proper utilization of this product Packaging and Dimensions Plate Size Size I Packagingil High Load Plate 23x" (6.03 cm) round ID DIP High Load Plus Plate 2'/i" Q cm) round 500/pail Producing Location Itasca, IL RS -7108-P 7-14 (Replaces 4.141 Features and Components Use: Primarily use to "strip-Wflashing details, gravel stops, PVC - Coated Metal joints, and exposed fasteners in the roof field. Material: 60 mil (1.52 mm) thick reinforced, UV -resistant PVC (polyvinyl cj loride) with Elvaloy°" KEE (ketone ethylene ester). Colors: 6" - 91eelt/White 8"- White/Grey and Sandstone/White Elvaloy is a registered trademark of E I. du Pont de Nemours and Company or as affiliates. JM PVC UITAII STRIP component W Single my TM MS FE Il�gtdoa System Compatibility Thismaductmaybe usedas a component in the hollowing syslems. Please referenceproduct application!orspecilic installation methods anlmho eman. 4 e P fDo not me in Muld-Ply systems _ _ rn Compatible with the selected Single Ply systemsabove Key. HA = Hat Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered RA = Ballasted Peak Advantage' Guarantee Information Installation/Application Systems Approved for use in anyJM PeakAdvantage Guarantee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (900) 922-5922 or on the Web at uanvuim.com/roofing. Hat Air Weld • Do not install JM PVC Detail Strip in direct contactwith asphalt or coal tar pitch • Refer to JM PVC applicator guides or detail drawings for instructions Packaging and Dimensions Roll Sizes Vx150'115.2 cm x45.7m18'x150'120.3Coll X45.7m) Nominal Thickness 0.060"(1.52mm) Coverage per Rall 75ft' (6.97ml) 100fe(9.29m2) Weight per Roll 3016 (13.6 kg) 40 lb (18.1 kg) Storage Storage Conditions Stare indoors, out of diractsunlight, in a cool, dry location prior to application. R9-8312 10-1411teplaces 9-131 Features and Components Use: Fabricated by the contra eta r into metal flashings and edge details. It is used to provide monolithic water -tight protection for both adhered and mechanically fastened roofing assemblies. Materials: 20 mil (0.51 mm) UV -resistant PVC (polyvinyl chloride) with Elvaloye* KEE (ketone ethylene ester) membrane laminated to 24 gauge 10.6 mm) galvanized steel. Colors: White; f * *,&W&*t ENaloy is a registered trademark of E. I. de Pont de Nemours and Company or its affiliates. JAI PUC-COATEO METAL component Si,glel'ly Type FE Rat"Edge System Compatibility This product maybe used as a component in the fW/owingsystems. Please reference product application torspecific insta/lafion methadsand mNrreaeon. i� Do not use in Mule-Plysysfems_ (w _ Com�fe with thesefecold Single Plysysterns above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Peak Advantage' Guarantee Information Installation/Application Systems 3 Approved for use in any JM Peak Advantage Guarantee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (699) 922-5922 or on the Web at www.im.cem/roofing. Mechanically Hot Air Weld Fastened Ilmmembranel • 0o not install in direct contact with asphalt, coal tar pitch, or any petroleum-based product. • Refer to JM PVC applicator guides or detail drawings for instructions. Packaging and Dimensions Sheet Size 4'x 10'(1.22 m x 3.05 m) Nominal Thickness: Membrane Metal Total 0.020" (0.51 mm) 0.022" (0.56 mm) O.D42' (1.07 mm) i 30 Coverage per Pallet 1,200 ft2(111.5 m2)(grow) component Si,glel'ly Type FE Rat"Edge System Compatibility This product maybe used as a component in the fW/owingsystems. Please reference product application torspecific insta/lafion methadsand mNrreaeon. i� Do not use in Mule-Plysysfems_ (w _ Com�fe with thesefecold Single Plysysterns above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Peak Advantage' Guarantee Information Installation/Application Systems 3 Approved for use in any JM Peak Advantage Guarantee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (699) 922-5922 or on the Web at www.im.cem/roofing. Mechanically Hot Air Weld Fastened Ilmmembranel • 0o not install in direct contact with asphalt, coal tar pitch, or any petroleum-based product. • Refer to JM PVC applicator guides or detail drawings for instructions. Packaging and Dimensions Sheet Size 4'x 10'(1.22 m x 3.05 m) Nominal Thickness: Membrane Metal Total 0.020" (0.51 mm) 0.022" (0.56 mm) O.D42' (1.07 mm) Sheets per Pallet 30 Coverage per Pallet 1,200 ft2(111.5 m2)(grow) Weight per Sheet 42lb(19kg) Weight per Pallet 1,360 lb (617 kg) Storage Store indoors, out of direct sunlight, and keep Storage Conditions clean and dry prior to application. StoreflaG not on end, protected from warping, bending or contamination. RS -8314 10-14 laeplaces 9-131 Features and Components Use: To seal edges of JM PVC membrane seams after the membrane has been welded to itself or to JM PVC -Coated Metal, Type: One -part, membrane edge sealing agent Color: Clear Can onem SsivIE Mnt ype Man bane apple Pry System Compatibility Thispmductmaybe used as a component in the following symems. Please reterenceproduct applicationharspeciric installation methods andinlmmation. 'a � 1 Da not use in Muld-Plysystems 'vi Listed to seal Membrane edgestn dire, selected Single ply systemsabom Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Maximum VOC 757.3 gA Physical Properties Weight par Unit (approx! 7.8lb/gal(0.935kgA) Vapor Pressure 143 mm Hg Specific Gravity now Precautions Johns Manville PVC Edge Sea/antis a combustible material and should be shipped and stored awayfrom open flames,, heat orsources ofignidon. Keep all bottles dghtlysealed while in storage. Itshculd be used onl yin well -ventilated areas. Itmay cause eye, skin and respiratory irritation, and is harmlul or fatal if swallowed Avoid contact with skin. Use impervious clothing and rubber gloves to avoid prolonged or repeated contact with skin. Read the container label and follow affsafety instructions. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at vwnv.jm.comirooring. Install ati o n/Appl i ratio n W Bead Refer to the application instructions guidelines for proper utilization of this sealant. Packaging anti Coverage Container Size Box of twelve 16 oz (473 ml) bottles Shipping Weight/approx) 14lb(6.4 kgl/box Boxes per Pallet 68 Pallet Weight goo Ib ( kg) Pallets per Truck 22 Coverage Rate* (approx.) 100 lin fV1611 oz (30.48 m/473 ml) with 1r8" (3.18 mm) bead coverage, open and drytime rates can varydramaticallydepending onthe particularsubstrate and envimnmental conditions. Coverage rates stated herein are approximateanly. ItFM Globale or UL- appmvalisrequired, consultspecitic RootNav9e orthe ULCenitications Directoryforspecificapplicationrates. Storage Shelf Life 12 months from manufacture date Storage Conditions Clean, dry, indoorenvironment, unopened container Temperature Range 60°F-80=F(I5-C-27°CI- Protect from freezing RS -8327 10-14 (Replaces 8-13) Features and Components Use: To seal the edges around flashing terminations oPVC d TPO membranes, and on TPO peel and stick products. Type: One -part elastomeric sealant. Color: White noun 12 months from manufacture date Cam anem SE Clean, dry, indoor environment, out of direct sunlight, ht, in an uno ened container Temperature -Range I 40°F-90°F14.4°C-32°CI-Protect from freezing ` ua M - s'shr By SpStem Compatibility This product may be used as a component in the following systemspleasereference prorbmI appGcaboo furspaciflc ineldJauon methods andmformalien. 9 9 V ysters above a Do not use in multi -Ply systems _ 'w beadloseal Membranes andflashin s in the selemedsin le pl s Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Maximumvoc I <450 g/I by calculation f ! Weight per Unit (appiox) 8.5lb/g al (1.02 kg/I) Viscosity, Extrusion 30 seconds Specific Gravity@77°F(25°C) 1,02 Precautions Johns Manville Single. Ply.Cau/kis a flammable material and should be shipped and stored away from open flames, heat orSoureea ofignition. Keep all pails tightly sealed while in storage. Itsheuld be used onlyin well -ventilated areas. Itmay cause eye, skin and respiratoryirritation, and is harmful or fatal ifsixallowed. Avoid contact with skin. Use impervious clothing and rubbergloves to avoid prolongedorrepeated contact with skin. Read the containerlabel and foilowall safety instructions. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at wmv.im.comfroofing. Installation/Application W Bead • Applyto clean, dry, smooth substrates between 40°F and 120°F 14°C and 40°C) • Refer to the application instructions guidelines for proper utilization of this caulk Packaging and Coverage Container Size Case of 25- In.1N(304.6ml)cartridge, Shipping Weight (approx) 24 lb (10.9 kg)/box (nam) Coverage Rate"(appm..) 20 lin ft(6.09 lin m) per tube ' Coverage, open and drytime rates can vary dramatically depending onthe particular substrate and anvironmentalconditions. Coverage ratesstated herein are approximate only. Storage Shelf Life 12 months from manufacture date Storage Conditions Clean, dry, indoor environment, out of direct sunlight, ht, in an uno ened container Temperature -Range I 40°F-90°F14.4°C-32°CI-Protect from freezing Exposure Window Johns Manville recommends that an individual cartridge is used within 24 firs of opening. RS -8815 8-15(Replacesl8-14) Features and Components Use: Designed in a waffle pattern for easy installation around any inside and outside corners. Material: Flexible, non -reinforced, UV -resistant PVC (polyvinyl chloride( with Elvaloye" KEE (ketone ethylene ester). Colors: White; Grey; and Sandstone - Elvaloy is a registered trademark of E. 1. on Pont its Nemours and Company or its affiliates. JM PVC UNIVERSAL CORNERS Component Q System Compatibility This product maybe used as a component in the following systems. Please reference product application for specific insrallation methods and information ------------- f eo nor use in Multi-Plysystems _ _ rn Compatible with the selected Single Plysystenrs above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Peak Advantage'Guarantee Information Installation/Application Systems Approved for use in any JM Peak Advantage Guarantee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at wvvw.im.com/roofing. Hot Air Weld Referto JM PVC applicator guides or detail drawings for instructions. Packaging and Dimensions Size(diameter//wagle pattern) 6'(151 cm) Corners per Box 20 Weight per Corner 1.9 oz (55 g) Weight per Box V Ib (1A kg) Storage Storage Conditions Store indoors, out of direct sunlight, and keep clean and dry prior to application. RS -9317 IV4 (Replaces 9-13) Johns Manville Features and Components Use: To seal seam laps where perimeter and/or header sheets intersect (T -Joint) in PVC systems. Material: Flexible, non -reinforced, UV -resistant PVC (polyvinyl chloride) with Elvaloy®* KEE (ketone ethylene ester). Colors: White; Grey; and Sandstone Elvaloy is a registered trademark of E I. du Pont de Nemours and Company or its affiliates. Component A Single Ply Type MS11 System Compatibility 7hispmductmaVbeuled asaComponeminthehelOWngsystems.Pleasere/erenceproductapplicadonforsp'ahcinsalla6anmethods and information. use in M system Compatible the d Single ab Ke HA = Hot Applied OCA = Cold Applied yYHW = Heat Weldable SA = Self Adhered MF = Mechan iallynFastenederaFA = ullyrAd ereds BAVe Ballasted Peak Advantage"" Guarantee Information Installation/Application Systl:ms Approved for use in any JM Peak Advantage Guarantee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.im.com/roofing. Not Air Weld Refer to JM PVC applicator guides or detail drawings for instructions Packaging and Dimensions Size (diameter) 4.5" (11.4 cm) Patches per Box 100 Weight per Box 6.4 lb (2.9 kg)/box Storage Conditions Store indoors, out of direct sunlight, and keep clean and dry priorto application. RS -931910-14 (Replaces 9-13) JM PVC SPUT PIPE BOOTS Johns Manville Features and Components Use: A prefabricated, reinforced 60 mil JM PVC (KEE), round -shaped I" to 6" (2.54 cm to 15.24 cm) split -pipe boot for flashing application. Pipe boots minimize the need for field fabrication. Custom sizes and colors are available upon request. Contact your JM representative for minimum order quantity and lead time. Material: JM PVC 60 mil reinforced membrane containing the optimal amount of DuPontTM Elvaloy®* KEE (Ketone Ethylene Ester) that is factory fabricated into a one- piece round split -pipe boot. Color: White component . ory single Ply Type FP System CO TIPatibillty This product maybe used as a component the followingaystems. Please reference product application for specificmerallanon methods andiarmmalion. 4 a Do not useff in Multi -Ply systems _ ,.in Compafrble with the selected Single Plysystems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Standard Reflectivity Emissivity CRRC* Initial 006 0.86 Base Size 3 Yr. Aged 0.70 0.82 CA Tale 24 Pass 0.86 0.86 ENERGY Initial 0.86 0.82 STAR- 3Yr. Aged 0.70 X-4• LEEDe Initial 10B 4" - 5" (SRI) YrAged 84 5° - V Recycled. Content Post -consumer 0% —f(20.32 cm) Post-industrial D% -1o% g i no aeu^ solar hallectance Index (SRI) is calculated per ASTM E1960. Peak ,Advanta ie" Guarantee Information Systems Approved for use in any JM Peak Advantage Guarantee System * Elvaloy is a registered trademark of E.I. du Pont de Nemours and Company or its affiliates. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (890) 922-5922 or on the Web at vveevim.com/roofing. Installation/Application Hot Air Weld • Do not install JM PVC Round Split Pipe Boots in direct contactwith asphalt or coal tar pitch. • Standard -sized clamps are included for each split pipe boot. • Refer to JM PVC application guides or detail drawings far instructions. Packaging and Dimensions RS -6963 9-15 (Replaces 415) Nominal 0.0: cf Pipe Diameter Ran a Base Size 1° 0.25"-1.25° 12.5" Size/Round6ase 2" 1" 2° 12.5" 3' 2" 3° 14, 4° X-4• IC 5" 4" - 5" 16" 6" 5° - V 16" Height —f(20.32 cm) Boots per Box g 1'-6.3lb (286 kg) 2'-6.81b (3.08 kg) Weight per Box 3"-7.81b(3.54 kg) 4"-8.31b(3.76 kg) 5°-9.5lb (4.36 kg) 6"-1015(4.54 kg) RS -6963 9-15 (Replaces 415) Features and Components Use: Provides a safe, stable and maintenance -free walkway for quick and easy access to rooftop equipment in high traffic areas. Material: 72 mil 11.83 mm) thick, textured, reinforced, UV -resistant PVC (polyvinyl chloride) with Elvaloyn" KEE (ketone ethylene ester). Color: Grey ' Elvaloy is a registered trademark of E. I. do Pow de Nemours and Company or its affiliates. component Q single fly type RPT System Compatibility This product may be used as a compommirin the following systems. Please reference product application for specific installation methods and information. f. Do not use in Mulfi-Ply systems _ Compatible with the selected Single Plysystems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Peale Advantage" Guarantee Information Installation/Application Systems Approved for use in any JM PeakAdvantage Guaramee System Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at vnwvim.coMroofing. Hot Air Weld When installing JM PVC Walkpads be sure to: • Achieve full weld around perimeter of the material Install textured side up • Minimize installing over seams and membrane splices whenever possible • On mechanically fastened systems, avoid installing overthe disc • Referto JM PVC applicator guides or detail drawings for instructions Packaging and Dimensions Rall Size (widthxlength) 36'x60' (91.44 cm x 18.29 m) Nominal Thickness 0.072' (1.83 mm) Coverage per Roll (grow) 180 W (16.72 ml) Weight per Roll 78 lb (35.4 kg) Storage Storage Conditions Store indoors, out of directsunlight, and keep clean and dry priorto application. RS -9315 2-161aeplaces 1e-141 �a9A� V Johns Manville Building Owner: Name City of Sebastian Address 1225 Main St City, State Zip Sebastian FL 32958 Building Name: Name Sebastian Police Station Address 1201 Main St City, State Zip Sebastian, FL 32958 Approved Roofing Contractor: Name Atlantic Roofing II of Vero Beach Inc Address 4020 43rd Ave City, State ZipVero Beach FL 32960 Peak Advantage Guarantee P 1 A�% <.rte-5����{�� D Vi���a� Guarantee Number: Sample - not issued Expiration Date: Date of Completion: Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System. 20 Years: $ Coverage: The components of the Roofing System covered by this Guarantee are: Total Squares: These Johns Manville Guaranteed components are referred to above as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solelyout of the application of the Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. Insulation Type Section S s. Roof Dfpe Membrane Spec. Layer 1 La er 2 La er 3 flat root - Existing Iso 1/2" Sec, iroCk Accessories: Type Product Name Quantity Expand -O -Flash (1) Style: tin. ft. Expand -O -Flash (2) Style: tin. ft. Expand -O -Flash (3) Style: tin. ft. Fascia Style: tin. ft. Copings Style: tin, ft. Gravel Stop Style: tin. ft. Drains (1) Style: ea. Drains (2) Style: ea. Vents Style: ea. These Johns Manville Guaranteed components are referred to above as the "Roofing System" and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto. Johns Manville* guarantees to the original Building Owner that during the Term commencing with the Date of Completion (as defined above), JM will pay for the materials and labor reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition if leaks occur due to: ordinary wear and tear, or deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solelyout of the application of the Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of coverage under this Guarantee, then all such investigation and inspection costs shall be borne solely by the Building Owner. WHAT TO DO IF YOUR ROOF LEAKS If you should have a roof leak please refer to directions on the reverse side. Failure by the Building Owner to comply with any of the directions on the reverse side of this document will tender the coverage provided under this Guarantee, including any applicable amendments and/or riders, null and void. LIMITATIONS AND EXCLUSIONS This Guarantee is not a maintenance agreement or an Insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of this document). Failure to follow the Maintenance Program on the reverse side of this document will void the Guarantee in its entirety. This Guarantee does not obligate 1M to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in paq from one or mom of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail storm, earthquake, tornados, hurricanes or other extraordinary natural occurrences and/or wind speeds in excess of 55 miles per hour, (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to damaging conditions such as vermin; (d) any and all (i) changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including vegetative and solar overlays) based upon or through the Roofing System as well as any (i) changes to the Building's usage that arc not pre -approved in writing by 1M; (e) failure of the Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage, (Q defects in or faulty/improper design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or faulty/improper architectural, engineering or design flaws of the Roofing System or Building, including, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover 1M Roofing materials only (and not the pre-existing materials — which is the Owner's responsibility) as required to return the roofing system to a watertight condition due to a claim covered under the terms and conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure not a pan of the Roofing System, including, but not limited to, deterioration of the roofing substrate, walls, morlarjoints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Building Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super -strata or overlays, in any form whatsoever, as reasonably necessary to expose the Roofing System for inspection and/or repair. This Guarantee becomes effective when (1) it is delivered to Owner; and (2) all bilis for installation, materials, and services have been paid in full to the Approved Roofing contractor and to JM. Until that time, this Guarantee is not in force, has no effect— and JM is under no obligation whatsoever to perform any services/work. The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is completed. In any action or proceeding brought against the Building Owner to enforce this Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building Owner shall pay it. TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS GUARANTEE. THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. 1M AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL. OR CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH "EHE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING OWNER SHALI. INDEMNIFY AND DEFEND 1M AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR JM'S OBLIGATIONS UNDER THIS GUARANTEE. 1M AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE: LIABILITY SET FORTH IN THIS GUARANTEE.. THIS GUARANTEE DOES NOT COVER, AND EXPLICITLY EXCLUDES, ANY AND AI.I. INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM. No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM's delay or failure in enforcing the terms and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Building Owner identified above and Building Otmer's rights hereunder are not assignable. Upon sale or other transfer of the Building, Building Owner may request transfer of this Guarantee to the new owner, and JM may transfer this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Building ownership transfer. In the event JM pays for repairs which arc required due to the acts or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of the amount of the repairs. Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof deck) by 1M representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this Guarantee. Any roof inspections arc solely for the benefit of JM. JM does not supervise nor is it responsible for a roofing conractor's work except to the extent stated herein, and roofing contractors are not agents of JM -JOHNS MANVILLE ("1M") is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108. By: Robert Wamboldt Attorney -in -Fact Title: Vice President & General Manager Roofing Systems Group Addendum(s) Riders Here 04 Maintenance Program In order to continue the coverage of this Guarantee, the following Maintenance Program must be implemented and followed: 1. Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten (10) days after initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee Services of any leak is a material ground for termination of the Guarantee. 2. In response to timely notice, JM will arrange to inspect the Roofing System, and (i) If, in JM's sole and absolute opinion, the leak(s) is/are the responsibility of JM under this Guarantee (see Limitations and Exclusions), then JM will take prompt appropriate action to return the Roofing system to a watertight condition, or (ii) If, in JM's sole and absolute opinion, the leak(s) is/are not the responsibility of JM under this Guarantee, then JM will advise the Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of the Roofing System as well as any other areas of the Roofing System impacted by such failure. 3. In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses only to the extent such expenses would have been the responsibility of JM under the Guarantee. There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you must examine and maintain these items on a regular basis: • Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all inspections performed and repairs that are made to the Roofing System. • Inspect your Roofing System at least semi-annually. This is best done in the spring, after the Roofing System has been exposed to the harsh winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe weather conditions such as hailstorms, heavy rains, high winds, etc. • Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling and other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System. When checking the Roofing System: • Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated. • Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive drainage is essential. • Examine all metal flashings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing Contractor only. • Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and any loose stone or tile coping can appear to be amembrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to be defective. • Examine the edges of the Roofing System. Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be corrected by a JM Approved. Roofing Contractor. • Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or cause a roof problem by leaking materials onto the Roofing System. • Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in turn may lead to leaks in your Roofing System. • Examine protective coatings; any cracked, flaking, or blistered areas must be recoated. Protecting your Investment: • Avoid unnecessary roof top traffic. • If you allow equipment servicemen to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can damage the membrane. Log all such trips to the Roofing System. • Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing Contractor. All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall remain in full force and effect to the extent the main intent of the document is preserved. This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America Guarantee Services Mailing Address: Shipping Address: (800) 922-5922 Johns Manville Johns Manville E-mail: gsu@jm.com Guarantee Services Guarantee Services www.im.com/roofing P.O. Box 625001 10100 West Ute Avenue Littleton, CO 80162-5001 Littleton, CO 80127 Marathon LEARN MORE OR PURCHASE ON BESTMATERIALS.COM Roofing Products BREATHER & VENT GENERAL INSTALLATION INSTRUCTIONS: General installation insfructioes for CUR: 1. Select a location over an insulation joint 2. Cut a 4" hole through felts & insulation (Make sure that the vapor barrier is no punctured) 3. Center the vent over the opening, making sure that the opening is free of debris and set in asphalt cement 4. Flash base flange with 2 ply's of felt and asphalt cement (Extend first ply 6" beyond flange and second 9") 5. Pour flood coat of asphalt to base of roof vent 6. For other roofing systems follow man ufactures'specifications For further Technical Information or the Name of your Nearest Distributor, Call Toll Free at 1.800.828.8424 j One Way or Two Way ��� • Available in X�BG ilE1S �X c � PQM YcXc)4$X EX- FL0K XrA4)�CD�Cd4�'r� MXXXti�tC�DKIXX�D6X�GX�7d�QV(9CdUX U.V. stabilized PVC (white) for PVC membrane and polyurethane toom applications • Locking, vandal -proof cap prevents entry of wind-blown rain or snow • Inexpensive, simple & easy to install One Way Special One -Way nitrile rubber valve prevents moisture from re-entering roofing system xxkiFxzziciak4dic�YuTt�Pid3><O6AcoficicR Two -Way Some features as Ex -Flow Vent without one-way valve, which will allow for both exhaust and convective movement of air between breathers ONE WAY TWO WAY PRODUCT SPECIFICATIONSOPENING x41;7!QiYQ�iD2�X OVERALL 81l21N. 12I6MM BASE 41N. IO2MM BASE I INSULATIONDIAMETER 31N. 76MM 103/41N. 1273MM ALUMINUM OMMENDED 1PERIW05Q. FT. 93M' XIX DCXX)0QX,iI C 81/21N. 1216MM 81N. 1203MM 61N. 1152MM 131N. 1330MM ALUMINUM IPER 1500 SQ. F. 1139M' XKXD(XXX%XDUX XOE) 11 1/2IN. 1292MM 12 112IN. 1317MM N/A 17114 IN. 1438MM ALUMINUM I PER 2000 SQ. FT. 1186M' )p p p(XXX 91/21N. 1 241 MM 61/21N. 1165MM 53/81N. (136MM 101N. 1254MM ALUMINUM IPER 1500 SQ. FT. 1139M' ')Q 91N. 229MM 101/41N. 1254MM N/A 143/4 IN. 1375MM PVC IPER 2000 SQ. FT. 1186M' EX -FLOW INSULATION VENT 8IN. 1 203MM 51/41N. 1 133MM N/A 10 1/2 IN. 1267MM )WXM PVC I PER 1000 SQ. F. I 93M' -K(I)O(�(.jtiX)�( 81N. 1203MM 51/41N. 1133MM N/A 10 1/2 IN. 1267MM HDPE OR PVC I PER 10005Q. FT. I 93M' T reasure C oast B uilding E ngineers, Inc. Harvey E. Koehnen Professional Engineer #32831 Architect #AR0009471 Certified General Contractor #CGCO24776 A zt- A Oct.-,- A__D4, 7205 Elyse Circle P S L Florida 34952-8212 PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor N-CLJ40 Tic.. Owner Date 40 2 5z, Job Address _4Lm i r4hgj S r. BUILT UP J - &A..6tro s voA z g_ LAY NEW ROOF RE -ROOF RECOVERING X REPAIR AREA �'�• BUILT UP ROOF PLAN ASCE 7-10 & FBC 2014 5th Edition ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V=jjvJDEXPOSURE_.!9JA = __/Kzt =1.0/h =5'_�2J12 PITCH/MEAN PARAPET ht ROOF SYSTEM -9,01 Nft -FL 115 3dt l X2,7 s rt Slrylft ZONE 1 B @ h=30 = X = PSF x 0.6 =1 - 33•�- \�Q ZONE 2 B @ h=30 = X = PSF x 0.6 = r !V0.2 a= _ = _ = I ?A#49 = ZONE 3 B @ h 30 X PSF x 0.6 a MAX DESIGN PRESSURE PER NOA DECKTYPE 5?ME1.. f`l.PF_ I THICKNESS Z.Z�l�c' 1`'� ��• BASE SHEET t .��R� CZoCIVA- NO. OF PLIES FASTENERS/BgNB' G K%x,* Up" r—#c$ f4,,ArjES FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT: v Field @Lap^ ows d @ "oc Perimeter: 4P"oc @Lap, # Rows @ "oc Corner: +"oc@Lap, # Rows-@- " oc INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field `-` Perimeter — Corner PLY SHEET NO. OF PLIES TYPE OF FASTENERS/BONDINGt5 TOP PLY 56 t4lLV(I NO. OF PLIES I TYPE OF FASTENERS/BONDING g14µ 1,0141P r -A.4 "04L5 ^OVA 0 • T reasure Harvey E. Koehnen C oast Professional Engineer #32831 6 uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 It Inc. `hese Tables Are For Roof coverin s Roof coverings Installed on Buildings with a Mean Roof Helght of 30' or Less Located in Exposures B, C or D `fable R301.2 [2]_oF,- Y t 5o P�=­ 5�5r-f A5c a 7- tc5 COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. T C B E, Inc. 7205 Elyse Orde PHONE (772) 466-5509 Port Saint Lude FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE httw/hwmIchewah.com 160 Exp B 60 Exp 160 Exp C 160 Exp D 160 Exp D (One story . (Two story`) (One story) (Two story*� oof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45,9 7de rees =11/2112 pitch Zone 2 -46.4 -56.2 -65.0 -68,3 -77.1 Zone -69.8. -84.5 -97.7 -102.7 -115.9 Roof > 7 to 27 degrees 'Zone 1 -25.3 -30.7 -35.5 -37.2 -42 27 degrees = 6/12 pitch Zone 2 -44,1 -63.4 -61.8 -64.9 -73.3 Zone 3 -65.1 -78.8 -91.2 -95.7 -1081 Roof > 27 to 45 degrees Zone 1 -27.8 -33.7 -40.0 -40.1 ^6;2 45 degrees = 12/12 pitch Zone 2 -32.4 -39.3 _A5.4 -53 -53 R Zone 3 -32.4 -393 -45.4 -47.7 -53.8 .150 Exp B 150 Exp C f 50 Exp C 150 Exp D 150 Exp D (one story*) (two story`) (one story) ( two story) Roof > 0 to 7 degrees Zone 1 -24.3 -29,6 -34.1 -35.8 -40.4 7degrees =1112112 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 •-86.0 -90.3 -102,0 - Roof > 7 to 27 degrees Zone 1 -22,2 -26'.9 -31.1 -32.7 -36.9 27 degrees = 6/12 pitch Zone 2 -38.7 - 54.2 -56.9 -64.3 Zone 3 -57,3 .-46.9 -69.4 -80.3 -84,3 -95.2 Roof > 27 to 45 degrees Zone 1 -24.3 29.5 -34.1 -35.8 -40.4 45 degrees = 92112 pitch Zone 2 -28.4 -34.4 -39.8 -41.8 -47.2 Zone 3 -28.4 -34.4 -39.8 -41.8 -47.2 One Story* = one story building with a maximum mean roof height of 15 feet Two story' = two story building with a maximum mean roof height of 30 feet if -allowed by the Miami Dade N.O.A or Florida Product Approval -, any system.that does. -not meet the minimurn components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing - T C B E, Inc. 7205 Elyse Orde PHONE (772) 466-5509 Port Saint Lude FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE httw/hwmIchewah.com 6=016 Florida Building Code Online Business & Professional Regulation r 10 _1_'KJ_ 0 r1e..e En(d BCts Home I Log In I user Registrauon I Hot Topics; I Submit Surcharge I stats & Facts I Publications I FBC Staff I BCLS site Map I Links I Seardl Busines Professi al A USER: Public UsProduct er Regulation Product Approval Menu > Product or ADplicdticin Search > Application List > Application Detail FL # FL9930-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Johns Manville Address/Phone/Email P.O. Box 5108 Denver, CO 80217 (303) 978-4879 codes@jm.com Authorized Signature Vanessa Indarte-van der Plaat codes@jm.com Technical Representative Address/Phone/Email Quality Assurance Representative X,� (t� Address/Phone/Email Category Roofing \�J Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida Ucense PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/22/2016 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9930 R7 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D4434 FM 4470 FM 4474 TAS 114 Equivalence of Product Standards Certified By Sections from the Code Year 2009 1992 2004 2011 htlpsJ/www.floridabuilding.orglpr/pr app o.aspx?param=wGEVXQwtDg19b2DeMSKp/offiPZNdru2c8AarWxjRXwwUyGA%3d 1/2 U Q0 TRINRYIERD TABLE 2C-1: STEEL DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER System Deck Insulation Roof Cover MDP Base Layer Top Layer Attach Membrane Fasteners Attach No. (See Note 1) (psf) One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 12 -inch o.c. within S.S-inch Min. 22 ga., ENRGY 3 CGF, JM ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. SO mil High Load Fasteners wide laps spaced 144 -inch o.c. 5-47. Type Grade 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached JM PVC with High Load Plates Laps sealed with 2 -inch heat -45.0 80 steel ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board weld. Min. 22 ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 12 -inch o.c. within 5 -inch wide 5-48. Type 8, Grade ENRGY 3 CGF, JM ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 60 mil High Load Fasteners laps spaced 73 -inch o.c. Laps -52.5 80 steel 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached JM PVC with High Load Plates sealed with 2 -inch heat weld. ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board 18-22 ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 6 -inch o.c. within 5 -inch wide 5-49. type B, Grade ENRGY 3 CGF, JM ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil High Load Fasteners laps spaced 73 -inch o.c. Laps -60.0 33 steel 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached JM PVC with High Load Plates sealed with 1.5 -inch heat weld. ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board 18-22 ga., One or more layers min. 1.5 -inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch Extra High Load 6 -inch o.c. within 5.5 -inch wide 5-50. type B, Grade ENRGY 3 CGF, JM ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 50 mil Fasteners with OMG laps spaced 114 -inch o.c. Laps -60.0 33 steel 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached JM PVC 2% Super XHD sealed with 2 -inch heat weld. ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board barbed stress plates Min. 22 ga., ch ENRGY GY 3 AGF, i One or %pre layerVGF,VaIuThJrm (Optional) Min. 0.25 -inch 6 -inch o.c. within 4.5 -inch wide 5-51. Type B, Grade ENRGY C?SF JM 25NRGY 25 PSI F, ENR Invinsa Roof Board, Dens Prelim. Min. 50 mil High Load Fasteners laps spaced 114 -inch o.c. Laps -60.0 80 steel 3 2 SI CGF, ValuluAGF, ValuThe F, Deck or SECUROCK attached JM PVC with High Load Plates sealed with 2 -inch heat weld. uTherm 25 PSI 25 PSI CGF Gypsum -Fiber Roof Board Min. 22 ga., One or more layers min. 1.5 -Inch ENRGY 3, ENRGY 3 AGF, (Optional) Min. 0.25 -inch 6 -inch within chinch wide 5-52. Type B, Grade ENRGY 3 CGF, JM ISO 3, PSI 25, ENRGY 3 25 PSI AGF, ENRGY Invinsa Roof Board, Dens Prelim. Min. 60 mil High Load Fasteners laps spaced 72 -inch o.c. Laps -75.0 80 steel 3 25 PSI CGF, ValuTherm, ValuTherm AGF, ValuTherm CGF, Deck or SECUROCK attached JM PVC with High Load Plates sealed with 2 -inch heat weld. ValuTherm 25 PSI AGF, ValuTherm 25 PSI CGF Gypsum -Fiber Roof Board Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report J8230.11.07 -R7 for FL9930-117 Revision 7: 04/30/2015 Appendix 1, Page 12 of 25 4el Q0 TRRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization !19503 353 Christian Street, Unit 13 Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Johns Manville Corporation Evaluation Report J8230.11.07-117 P.O. Box 5108 FL9930-R7 Denver, CO 80217 Date of Issuance: 11/14/2007 Revision 7: 04/30/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: JM PVC Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TRINITYIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 25 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facimilie seal appearing was authorized by Robert Nieminen, P.E. on 04/30/2015. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERT1FicA,nON OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 6/23/2016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Buildmg Code Online Method 1 Option D 04/30/2015 05/01/2015 05/08/2015 06/23/2015 I FL # I Model, Number or Name I Description I 9930.1 JM PVC Single Ply Roof System Reinforced PVC Roof Membrane Systems Limits of Use Installation Instructions Approved for use In HVHZ: No FL9930 R7 II 2015 04 FINAL Al ER JM PVC FL9930-R7.Ddf Approved for use outside HVHZ: Yes Verified By: Robert Nieminen PE -59166 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/ -502.5 Evaluation Reports Other: 1.) The design pressure in this application relates to FL9930 R7 AE 2015 04 FINAL ER )M PVC FL9930-R7.odf one particular assembly. Refer to the ER Appendix all Created by Independent Third Party: Yes systems max. design presssures. 2.) Refer to ER, Section 5 for Limits of Use. back Next ContactUs :: 1940 North Monme street. Tallahassee FL 32399 Phone: 850,487-1824 The State of Flodda Is an AA/EEO employer. Cnovnaht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective 0dober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adtlress if they have one. The smalls provided may be used for official communication with the licensee. However small addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: W] Cred.i ra FE ht4xlA ww.floridaWuldrg.arglprlpr app o.aSpx7param=wGEVXQwtDgtgb2DeMSK%2bPZNdru2c&QarWxjRXwwUyGA%3d 212 QOTRRINI-rYIERD 4. PRODUCT DESCRIPTION: The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and adhesives, as outlined in the Limitations / Conditions of Use herein. ➢ JM PVC is a nominal 50 -mil (1.2 mm), 60 -mil (1.5 mm) or 80 mil (2.0 mm) thick, polyester scrim reinforced, single -ply roof membrane coated with a proprietary PVC compound. ➢ JM PVC Fleece Backed is a nominal 50 -mil (1.2 mm) or 60 -mil (1.5 mm) thick, polyester scrim reinforced, single -ply roof membrane coated with a proprietary PVC compound and a felt backing. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations, foam plastic Insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, RAS 137, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES -1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report .18230.11.07-R7 Certificate of Authodkodon #9503 FL9930-R7 Revision 7: 04/30/2015 Page 3 of 4 TTRRINITYIERD 6. INSTALLATION: 6.1 JM PVC roof covers shall be installed in accordance with Johns Manville published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - THE 25 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report J8230.11.07 -R7 Cerdflcate of Authorl:otlon #9503 FL9930•R7 Revislon 7: 04/30/2015 Page 4 of 4 Beverly Quinlan From: Steven Cottrell [lertok@bellsouth.net] Sent: Thursday, June 23, 2016 12:16 PM To: Harvey Koehnen; Beverly Quinlan Subject: Sebastian Police Station Attachments: 16-10Drawi ng. pdf Harvey. This job is the reroof of the Sebastian Police Station. 1201 Main St Sebastian, FL 2958 J3 xisti to remain. 2" Securock Coverboard attached to metal decking through existing BUR and Iso roof. 05 Johns Manville PVC membrane mechanically attached. Eave height is 15' FBC# FL9930-R7 system S-51. Roof Plan is attached- Flat Roof Area Only approx 115 squares. n Please let me know if you have any more questions. thank you C� 1 Q Steven Cottrell Atlantic Roofing II of Vero Beach, Inc. 4020 43rd Avenue Vero Beach, FL 32960 Phone: 772-492-8493 4- Fax: 772-257-5740 p� I ertok(cDbel Isouth. net l (4 1