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Bid #PW-05-00-07-13 Police Windows
REQUEST FOR PROPOSALS CITY OF OKEECHOBEE POLICE WINDOW REPLACEMENT PW-05-00-07-13 OPENING DATE AND TIME: AUGUST 6, 2013 at 10:00 a.m. 1131 41, 11 414 • 91 tail CITY OF OKEECHOBEE CITY COUNCIL POLICE WINDOW REPLACEMENT Bid No. PW 05-00-07-13 JAMES E. KIRK, MAYOR DEVIN MAXWELL MIKE O'CONNOR DOWLING R. WATFORD, JR. CLAYTON WILLIAMS BRIAN WHITEHALL, CITY ADMINISTRATOR TABLE OF CONTENTS PW 05-00-07-13 Request for Proposal Advertisement form 1 Section I General Information 2 Section II Scope of Work 3 Section III Submission Requirements checklist 4 Section IV Bid Documentation 5 —6 Section V Bidder's Qualification Questionnaire 7 - 8 Section VI Bonding and Insurance Requirements 9 - 14 Section VII Contractual Agreement 15 - 19 Section VIII Rejection of Proposals 20 Section IX Miscellaneous 21 - 22 Attachments: A No Lobbying Affidavit 23 B Anti-Collusion Statement & No gift Statement 24 C Proposer's Certification 25 D Sworn Statement Pursuant to Section 287.133(2)(a), FL §On Public Entity Crimes 26-27 E Conflict of Interest Disclosure Form 28 F Immigration law Certification 29 G Drug-Free Workplace Certification 30 H City of Okeechobee Permit Fee Schedule 31 - 32 REQUEST FOR PROPOSALS CITY OF OKEECHOBEE POLICE WINDOW REPLACEMENT PW 05-00-07-13 Opening Date and Time: August 6, 2013 at 10:00 a.m. The City of Okeechobee City Council is seeking proposals for window replacement of the windows at the City Police Department (17 windows) building. In order to be considered, bids must received by the City of Okeechobee, 55 S.E. Third Avenue, Okeechobee, Florida by August 6, 2013 at 10:00 a.m., at which time all responses to this request will be recorded in the presence of one or more witnesses. Any proposals received after the above noted time and date will not be opened or considered. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this Bid, or to contract for any services. The City reserves the right to reject any or all submittals received as a result of this solicitation, or to cancel in part or in its entirety this Bid, if it is in the best interest of the City to do so. City of Okeechobee is an Equal Opportunity Employer and Drug/Smoke Free Work Place. James E. Kirk, Mayor City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 1 SECTION I PW 05-00-07-13 GENERAL INFORMATION All responses which comply with the requirements of this RFP will be considered. Submittals must be made in the official name of the firm or individual under which business is conducted (showing official business address) and must be signed in ink by a person duly authorized to legally bind the person, partnership, company, or corporation submitting the response to this RFP. Two clearly identified originals and one copy of your proposal submittal are required. Proposal submittals will be received by the General Services Department until 10:00 a.m. on August 6, 2013. Proposal submittals are to be mailed, Hand Delivered, and/or Express Mail to: City of Okeechobee General Services Department 55 S.E. Third Avenue Okeechobee, Florida 34974 The submitting offeror is required to have printed on the sealed envelope or wrapping containing their submission their company name and return address the RFP Number, Title, Opening Date and Time. Proposals received after the date and time specified above shall be returned to the sender unopened. All proposals shall remain in effect for a period of Ninety (90) days after the last day on which proposals must be submitted. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 2 SECTION II PW 05-00-07-13 SCOPE OF WORK WINDOW REPLACEMENT Replace 17 existing windows with single hung, insulated, impact resistant, Low-E, bronze tint, brown aluminum frame PGT Brand windows. Special Conditions 1. All windows, materials, and methods used will be in compliance with the 2010 Florida Building Code meeting the specification of FBC 1609.1.2 (1) (ASTM E 1996). 2. Contractor is to supply all materials, fasteners and miscellaneous materials required for a complete job. 3. Contractor shall submit manufacturer product cut sheets and technical information including manufacturer's warranty for the proposed windows and updated Miami-Dade Notice of Acceptance (NOA). 4. Contractor shall warranty their workmanship for a period of one year from the project completion date. 5. Contractor is responsible for securing all needed permits and for complying with all permit requirements including all permitting fees. 6. Contractor is responsible for restoration of existing window openings including repair of exterior stucco including paint matched to existing color, interior repair of drywall or other existing wall finishes. 7. Bidders may submit such additional information as to their qualifications, experience and expertise as they may feel necessary to establish their level of proficiency in this area. 8. Bidders shall maintain insurance as stipulated in Section VI, BONDING AND INSURANCE REQUIREMENTS of this document. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 3 SECTION III PW 05-00-07-13 SUBMISSION REQUIREMENTS A. The proposer shall submit: 1. Submit proposal on your company's letterhead. 2. Bid form including qualifications in detail, which shall shall include information regarding licensing, experience, special qualifications, etc. 3. In addition to the Bid Form listed in Section IV, please complete the following forms that must be returned with your proposal: Attachment A - No Lobbying Affidavit Attachment B -Anti-Collusion Statement and No Gifts Statement Attachment C - Proposer's Certification Attachment D - Public Entity Crimes Attachment E - Conflict of Interest Disclosure Attachment F - Immigration Law Certification Attachment G - Drug Free Workplace Certification Attachment H — City of Okeechobee Permit Fee Schedule City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 4 SECTION IV PW 05-00-07-13 BID FORM .51-Neee 0441-7;v4koz-,' (BIDDER'S COMPANY NAME) City Council City of Okeechobee, Florida 55 SE 3`d Avenue Okeechobee, FL 34974 I have received the documents titled Police Window Replacement, PW 05-00- 07-13 I have examined the bid documents and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, until 90 days after bids are opened, whichever is longer. 2. To enter into and execute a Contract on the basis of this bid. 3. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 4. Regarding Compensation for the proposed work: if this bid is accepted, I will provide the services required on a unit price basis as reflected in the Bid Unit Price Schedule on pages 6 of this bid. 5. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 5 BID UNIT PRICE SCHEDULE PW 05-00-07-13 POLICE WINDOW REPLACEMENT ITEM NO. DESCRIPTION UNIT EST. MEASURE QUAN. UNIT PRICE AMOUNT 1 Window replacement, Police Department Each 17 5 $ lys„0 Total Bid NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only.The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the contract. Date 6/s/a/ �o Bidder 7-".E..0 S T.�j�(,� 0,v .c c� 1 A c , By By i v Title 04" /AA_ r Mailing Address 6 ycf' 4, SO pot. /�� c #o gcC FL , ,297Z E-Mail /?/9 (C) y /,lot • Col-- Office Number 04'3 y'7_ 97/3 Fax Number €G i 74 3 - 2 91/5' City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 6 SFr-TION V PW 05-00-07-13 BIDDER'S QUALIFICATION QUESTIONAIRE THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: 1. How many years has your organization been in business providing windrw replacement services? off"2. Have you ever failed to complete work awarded to you? If so,where and why? A 3. The following are named as three (.3) corporations or individuals for which you have performed work and to which you refer. �/ 0 ; /VA) —C ret,o i34 zL — Xo iu 3—i a g 7;"v, 96 • w 'l 4. Have you personally inspected the proposed work and verified the quantities in the proposal. 5. Will you sublet part of this work? If so,give details. L20 4 City of Okeechobee Project No. PW 05 00 07 13 Public Works Department 7 6. State the true, exact, correct and complete name of the partnership, corporation or trade name under which you do business. Of corporation, state the name of the president and secretary. If a partnership, state the name of all partners. If a trade name, state the name of the individuals who do business under the trade name.) rip S 1 yr Ce, r 7;".. c //v, - c. (Correct name of bidder) (a.) The business is a eel r r pv a //-oti, (b.) The address of the principal place of business is: yP oti63 Sore ow oaccfo4'c /L 95‘?z (c.) The names of the corporate officers, or partners, or individuals doing business under a trade name are as follows: 7 D 4 . Sy City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 8 Section VI PW 05-00-07-13 Performance Bond Project Name: Police Window Replacement Bid No: PW 05-00-07-13 Bond No: 4798,31P Know all men by these presents that: • Ted.Starr Construction, Inc. . (Name of Contractor) • 648 NW 50th Drive, Okeechobee, FL 34972 . (Address of Contractor) a Corpnratinn (Corporation, Partnership,or Individual) hereinafter called Principal,and Developers Surety and Indemnity Company hereinafter called Surety,are held and firmly bound unto: city of nkeechobee (Name of Owner) '5 S F 3rd Avenue, Okeechobee, FL 34972 (Address of Owner) hereinafter called Owner,in the penal sum of Twenty Thousand One Hundred Forty Five Dollars and 00/100 dollars, ($ 2g14s on ), in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves,our successors,and assigns,jointly and severally,firmly by these presents. The condition of this obligation is ash pt whereas,the principal entered into a certain contract with the owner,dated the 3 day of ,2015,a copy of which is hereto attached and made a part hereof, .Dates to be filled in by owner. This bond is being entered into to satisfy the requirements of Section 255.05, Florida Statutes,as the same may be amended. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 9 The surety shall be bound by any and all arbitration awards to the same extent as contractor is bound. Now,therefore,the condition of this obligation is such that if principal: 1. Promptly and faithfully performs it's duties, all the covenants, terms, conditions, and agreements of said contract and remedies without cost to City any defects which may develop during a period of one(1)year from the date of the issuance of the final certificate of completion and acceptance of the work performed under said agreement,and 2. Pays owner all losses, damages (liquidated or actual), expenses, costs and attorney's fees including costs and attorney's fees on appeal that owner sustains resulting directly or indirectly from any breach or default by principal under the contract,and 3. Satisfies all claims and demands incurred under the contract, and fully indemnifies and holds harmless the owner from all costs and damages which it may suffer by reason of failure to do so, then this bond is void;otherwise it shall remain in full force and effect. In the event that the principal shall fail to perform any of the terms, covenants,and conditions of the contract during the period in which this performance bond is in effect,the surety shall remain liable to the owner for all such loss or damage(including reasonable attorney's fees and costs and attorney's fees on appeal)resulting form any failure to perform up to the amount of the penal sum. In the event that the surety fails to fulfill its obligations under this performance bond,then the surety shall also indemnify and hold the owner harmless from any and all loss,damage,cost and expense, including reasonable attorney's fees and costs for all trial and appellate proceedings, resulting directly or indirectly from the surety's failure to fulfill its obligations hereunder. This paragraph shall survive the termination or cancellation of this performance bond. The surety, for value received, hereby stipulates and agrees that its obligations hereunder shall be direct and immediate and not conditional or contingent upon owner's pursuit of its remedies against principal, and shall remain in full force and effect notwithstanding (I)amendments or modification to the contract entered into by owner and principal without the surety's knowledge or consent, (ii) waivers of compliance with or any default under the contract granted by owner to principal without the surety's knowledge or consent, or (iii) the discharge of principal from its obligations under the contract as a result of any proceeding initiated under the Bankruptcy Code of 1978, as the same may be amended, or any similar state or federal law,or any limitation of the liability of principal or its estate as a result of any such proceeding. Any changes in or under the contract documents (which include the plans, drawings, and specifications),and compliance or noncompliance with any formalities connected with the contract or the changes therein shall not affect surety's obligations under this bond, and surety hereby waives notice of any such changes. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 10 Further,principal and surety acknowledge that the penal sum of this bond shall increase or decrease in accordance with approved changes or other modifications to the contract documents. In witness whereof, this instrument executed in Two (Number) counterparts,each of which shall be deemed an original,this_loth day of A'ignst , 2013. ATTEST: Ted Starr Construction. Inc. Principal By '41 Principal Secretary Name 1 j) A . S74 #' Name Title 'j-E 5 i D Er r (Corporate Seal) G4P /vim Sb D� AIIIP Address i fie! z I■AT i Witness as t. • 'nc'.a / Witness as to principal ATTEST: Developers Surety and Indemnity Company Surety Surety Secretary Name (Corporate Seal) By Attorney-in-Fact and FL Licensed Witness as to Surety Agent#A241176 David B. Shick Name 7217 RPnjamin Rd Address Tampa. FL 33634 City of Okeechobee Project No. PW 05-00-0743 Public Works Department 11 Note: Date of bond must not be prior to date of contract. If contractor is a partnership,all partners should execute bond. Important: Surety companies executing bonds must appear on the Treasury Department's most current list(Circular 570 as amended) and be authorized to transact business in the State where the project is located, unless otherwise specifically approved in writing by the City. Attach: A certified copy of Power of Attorney appointing individual Attorney-in-Fact for execution of performance bond of behalf of surety. (The performance bond and the payment bond and the covered amounts of each are separate and distinct from each other.) City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 12 THE PROSURE GROUP INC. PG This is the front page of the performance/payment bond issued in compliance with Florida Statute Chapter 255.05 THE PROVISIONS AND LIMITATIONS OF SECTION 255. 05 FLORIDA STATUTES, INCLUDING BUT NOT LIMITED TO THE NOTICE AND TIME LIMITATIONS IN SECTIONS 255 . 05 (2) AND 255 . 05 (10) , ARE INCORPORATED IN THIS BOND BY REFERENCE Bond Number: 479831P Surety in which bond's written: Developers Surety and Indemnity Company Local Address: 100 2nd Ave. South St. Petersburg, FL 33701 Local Phone Number: 727-822-5610 Contractor Name: Ted Starr Construction, Inc. Address: 648 NW 50th Drive, Okeechobee, FL 34972 Phone: 863-697-9713 Owner Name: City of Okeechobee Address: 55 S.E. 3rd Avenue Okeechobee, FL 34974 Phone: Obligee Name: Same As Owner Address: Phone: ( Contract Number: PW 05-00-07-13 Project Description: Window Replacement Project Address: Okeechobee, FL Legal description of property: This is the front page of the bond. All other pages are subsequent regardless of preprinted numbers. "Your Leading Bond Te; 7217 Benjamin Road,Tampa,FL 33634 I Ph 813.243.1110 I Fx 813.243.1109 I www.prosuregroup.com Email contractbonds @prosuregroup.com POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO Box 19725,IRVINE.CA 92623 (949)263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY.does hereby make,constitute and appoint: ***David B. Shick*** as its true and lawful Attorney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporation,as surety,bonds,undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporation could do,but reserving to each of said corporation full power of substitution and revocation,and all of the acts of said Attorney(s)-in-Fact,pursuant to these presents.are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY,effective as of January 1st,2008. RESOLVED,that a combination of any two of the Chairman of the Board,the President,any Executive Vice-President,Senior Vice-President or Vice-President of the corporation be,and that each of them hereby is,authorized to execute this Power of Attorney,qualifying the attorney(s)named in the Power of Attorney to execute,on behalf of the corporation,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of the corporation be,and each of them hereby is.authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER.that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its officers and attested by its Secretary or Assistant Secretary this May 23,2013. By a4 y �, ,,y AND 14," Daniel Young,Senior Vice-President , t, PDt{„f r,". 0CT. By, r 1E1 is w Gregg N.0 ice-President 3 ' ,4 State of California „O County of Orange " "`.""„"„„ On May 23,2013 before me. Gina L.Garner,Notary Public Date Here Insert Name and Title of the Officer personally appeared _ Daniel Young and Gregg N.Okura Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies).and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of 1 S GINA L.GARNER 1 which the person(s)acted,executed the instrument. COMM,N. ff 2021213 Mme` NOTARY PUBLIC CA#�7NA I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is ex )RAE COUNTY W true and correct. 1 F , My comm.excites May 18„2017 (nnaie �/► .,- w F �`i 4,,r\.. , , w.,.- WITNESS my hand and official seal. w,,/' &wow,. Place Notary Seal Above Signature /',, Gina L.Garner,Notary Public CERTIFICATE The undersigned,as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and,furthermore,that the provisions of the resolution of the Board of Directors of said corporation set forth in the Power of Attorney are in force as of the date of this Certificate. i�/1 This Certificate is executed in the City of Irvine,California,thisay ofa/ �1l c�(G�./& By: / K ( ,ter Mark J.Lansdon,Assistant Secretary ID-1438(Rev.05/13) INDEMNITY [CONTRACTOR] shall defend, indemnify and hold harmless the City of Okeechobee and all of the City of Okeechobee's officers, agents, and employees from and against all claims, liability, loss and expense, including reasonable costs, collection expenses, attorneys' fees, and court costs which may arise because of the negligence (whether active or passive), misconduct, or other fault, in whole or in part (whether joint, concurrent, or contributing), of [VENDOR], its officers, agents or employees in performance or non-performance of its obligations under the Agreement. [CONTRACTOR] recognizes the broad nature of this indemnification and hold harmless clause, as well as the provision of a legal defense to the City of Okeechobee when necessary, and voluntarily makes this covenant and expressly acknowledges the receipt of such good and valuable consideration provided by the City of Okeechobee in support of these indemnification, legal defense and hold harmless contractual obligations in accordance with the laws of the State of Florida. This clause shall survive the termination of this Agreement. Compliance with any insurance requirements required elsewhere within this Agreement shall not relieve [CONTRACTOR] of its liability and obligation to defend, hold harmless and indemnify the City of Okeechobee as set forth in this article of the Agreement. Nothing herein shall be construed to extend the City of Okeechobee's liability beyond that provided in section 768.28, Florida Statutes. Insurance [CONTRACTOR] shall, at its sole cost and expense, procure and maintain throughout the term of this contract, Comprehensive General Liability, Worker's Compensation, and Commercial Automobile Liability insurance, including Employer Liability insurance, with minimum policy limits specified below Combined Single Limits, or to the extent and in such amounts as required and authorized by Florida law, and will provide endorsed certificates of insurance generated and executed by a licensed insurance broker, brokerage or similar licensed insurance professional evidencing such coverage, and naming the City of Okeechobee as a named, additional insured, as well as furnishing the City of Okeechobee with a certified copy, or copies, of said insurance policies. Certificates of insurance and certified copies of these insurance policies must accompany this signed contract. Said insurance coverages procured by [CONTRACTOR] as required herein shall be considered, and [CONTRACTOR] agrees that said insurance coverages it City of Okeechobee Project No. PW 05-00-0743 Public Works Department 13 procures as required herein shall be considered, as primary insurance over and above any other insurance, or self—insurance, available to the City of Okeechobee, and that any other insurance, or self-insurance available to the City of Okeechobee shall be considered secondary to, or in excess of, the insurance coverage(s) procured by [CONTRACTOR] as required herein. Worker's Compensation: Coverage is to apply for all employees for statutory limits in compliance with the applicable state and federal laws. The policy must include Employers' Liability with a limit of $500,000 each accident, $500,000 each employee, $500,000 policy limit for disease. Commercial General Liability — Occurrence Form Required: (ContractorNendor) shall maintain commercial general liability (CGL) insurance with a limit of not less than $500,000 each occurrence. If such CGL insurance contains a general aggregate limit, it shall apply separately to this location/project in the amount of$1,000,000. Products and completed operations aggregate shall be $1,000,000. CGL insurance shall be written on an occurrence form and shall include bodily injury and property damage liability for premises, operations, independent contractors, products and completed operations, contractual liability, broad form property damage and property damage resulting from explosion, collapse or underground (x, c, u) exposures, personal injury and advertising injury. Damage to rented premises shall be included at $100,000. Commercial Automobile Liability Insurance (ContractorNendor) shall maintain automobile liability insurance with a limit of not less than $1,000,000 each accident for bodily injury and property damage liability. Such insurance shall cover liability arising out of any auto (including owned, hired and non-owned autos). The policy shall be endorsed to provide contractual liability coverage. Nothing herein shall be construed to extend the City of Okeechobee's liability beyond that provided in section 768.28, Florida Statutes. Will need to be completed City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 14 TEDST-1 OP ID: MB ASR°r CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYWI� 0812612013 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 Phone:863-467-0600 CONTACT NAME: ISU Lawrence Insurance Agency Fax:863-467-5142 Nc No,Ext): FAX No): PO Box 549 Okeechobee, FL 34973 E-MAIL Heath Lawrence ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Western World Ins Co INSURED TED STARR CONSTRUCTION INC INSURERB: 648 NW 60TH DR Okeechobee, FL 34972 INSURER C INSURER D INSURER E: IrusuRCrt r. COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE ADDL SUBRI POLICY EFF POLICY EXP LIMITS LTR INSR WVD I POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY NPP8142091 08/19/2013 08/19/2014 DAtv1AI E�o ReNreo PREMIS (Ea occurrent e; $ 100,000 CLAIMS-MADE PX OCCUR MED EY.P(Any one person)- -- - ----- 5,000 PERSONAL&ADV,NJUPY $ 1,000,000 Y CNCHAL AOUHCCAI C 2,000,000 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGO $ 1,000,000 X POLICY PRU LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea ac,idcnt) ANY AUTO P0011 Y INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accdent) I �$ UMBRELLA LIAB I I OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED J RETENTION $ $ WORKERS COMPENSATION N,'C STATU- 1 0TH- AND EMPLOYERS'LIABILITY _ Tr�RY LIMITS EP !N ANY PROPRIETOR/PARTNEWExEC Ii FIVE N J A I E L EACH ACC IDENT $ OFFICERfMEMBER EXCLUDED^ — - (Mvndatory in NM) I F E L DISEA'E EA EMPLOYEE $ I'von,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Residential Contractor License #: CBC01250682 CERTIFICATE HOLDER CANCELLATION CTYOKEE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Okeechobee ACCORDANCE WITH THE POLICY PROVISIONS. 55 S.E.3rd Avenue AUTHORIZED REPRESENTATIVE Okeechobee, FL 34974 (>1800-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I ( ., "` " � 01-03-2013 !r�;s wr JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 02/15/2013 EXPIRATION DATE: 02/15/2015 PERSON: STARR TED L FEIN: 611433355 BUSINESS NAME AND ADDRESS: TED STARR CONSTRUCTION INC 648 NW 50TH DR. OKEECHOBEE FL 34972 SCOPES OF BUSINESS OR TRADE: 1- ROOFING - ALL KINDS AND DRIVER 2- LICENSED BUILDING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (8501 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 No. 679 OKEECHOBEE COUNTY 1 Business Tax Receipt STATE OF FLORIDA 2013-2014 8/8/2013 IN CONSIDERATION Contractor(0015A) (01-10 Employees) $18.00 of the TOTAL SUM OF MONEY shown hereon, the receipt of Contractor(0015A) (01-10 Employees) $18.00 which is hereby acknowledged. Company ID#: 2206 TOTAL $36.00 TED STARR CONSTRUCTION, INC. is hereby licensed to engage in the business, profession or occupation of Contractor(0015A)(Building)Lic#CBC1250682,Contractor(0015A)(Roofing)Lic#CCC1326523 at MOBILE(648 NW 50TH DRIVE) in Okeechobee, Florida, for the period beginning the 1st day of October 2013 and ending on the 30th day of September,2014 !i A (9 0 ,09 Celeste Watford, C.F.0 - Tax Collector THIS DOCUMENT HAS A COLORED BACKGROUND MICROPRINTING•LINEMARK PATENTED PAPER STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � L)n"'' ')``+)r� CONSTRUCTION INDUSTRY LICENSING BOARD ' r• SEQ#L12090702821 DATE BATCH NUMBER LICENSE NBR 09/07/2012 110404912 CBC1250682 The BUILDING CONTRACTOR _�___ Named below IS CERTIFIED - .,;,, J i < ' Under the provisions of Chapter 489 F X -e ye; ,,lei'.(` '? ' r�.' A,,k�),t iii, a ``'% 3 ''% fir. Expiration date: AUG 31, 2014 sLrj� ref •- .* }� , )''{ q') t*�; A: A � 3 w t.:IA, . �t f,ic -t; / 4(r t :,3 �u(�� /;u(t r.)/'�` I. 712QSf .A ': t:4,;kq , r y4 / rr <f \ J , „ r(";`' r ) �4/f- mow/ STARR, TED LEE .. 10 -' * , n r , � � ,,`} �, ' ',1` TED STARR CONSTRUCTION INC ,�t ,_ (, {'( t'�t,1: 648 NW 50TH DR ., '""�4t:,;;:=:�c�,t 1 �. 4 :..: .,11 f } 1�1P i 7 A57 X13(\ bE j �f i!\ 1 1� -11:7§':-i.;0-,4s, Lt1J i , (�- f�i d+, ,� C lt' / OKEECHOBEE FL 3 4 9 7 2 Op W)E , .. x � :• , L 1- yt 4`\ 1 1\ J ti ,a j i r }1>✓ ,� r ' t t �.�,'� r �r'. _/ �., r" \ i ♦ ,l—r `, � `' ..; ��, >.�.. '^� �-`,, ; $ /�f.3'f4 /l ?1. . T .'''y{t 4l;, ,t!;.`', ,0� /(4,-iiN`/fai f; .. l� tr \ :(� RICK SCOTT -,/ $$ ( `s. KEN LAWSON _ �t'; crr}i; e GOVERNOR `, ._; '{ l SECRETARY ,,r.\ n . .1, . A _- DISPLAY AS REQUIRED BY LAW " THIS DOCUMENT HAS A COLORED BACKGROUND-MICROPRINTING•LINEMARK"'PATENTED PAPER w Q STATE OF FLORIDA yY / 4 Y -a IYYd l i / \�'< DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION '�. CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12090702859 DATE BATCH NUMBER LICENSE NBR 09/07/2012 120044529 CCC1326523 The ROOFING CONTRACTOR %' >-° - M ,r" f ` „ l Named below IS CERTIFIED _ = � :C ,f ' 1 _ , l '.;(s 1�kil \ f l,.4*d '' J s" liti,, Under the provisions of Cha ter a Ee #�� x f ,� � SYYf p a d - .• "•'� '-) e4i1tJ } ,•i;Pet rrr•;%.(F <'ts+j � ):f ate: AUG 31, 2014_ F 1 y. 1A:�; Expiration d �` '�= � ` ` � ' � �`•,�. •,, ,, .� +. ,Fr yiu 6,.,„,..„,...;..,.:c.,. >'t .ii.°( e�-fJ('�(,.`.�• rf `` STARR TED LEE *,• .. }a±� , ,, .3.:41. �,, , 71 kt , '1,,�T1 TED STARR CONSTRUCTION INC ,�r4,...,,' /, r,. 54 )'.,,d - , j iw, r' ( •. K NW 50TH DR FL 34972 co_ / 'R{` f j ti,�,, '4'Sk, � ' ,,.� p�;Z } OKEECHOBEE { `)-I { .a s ,er� ri i4 '4„ ���n- J ;. i r, `. r I , a( pi } ,i a� .%a r E1„ .f i ;:g46,,,71-_,/ l_ /• RICK SCOTT' ^ Yw.r. ,s-:` v .M1. : ,;, ',< I ; z=s : ',. KEN LAWSON ,1'.,,r' GOVERNOR �'%` SECRETARY r ,.;.. \ DISPLAY AS REQUIRED BY LAW -�__� _ , , I•• �1!`c�i" •Z, DAVID ALLEN, PUBLIC WORKS DIRECTOR , CITY OF OKEECHOBEE . 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863-763-3372 X 225 Fax: 863-763-1686 dallen @cityofokeechobee.com NOTICE OF AWARD, PW 05-00-07-13, Police Department Window replacement August 23, 2013 Ted Starr Construction Attn: Mr.Ted Starr 648 NW 50th Drive. Okeechobee, FL 34972 Dear Mr.Starr, The City Council awarded the PW 05-00-07-13, Police Department Window replacement bid to your company,Ted Starr Construction,at the August 20, 2013 City Council Meeting. In order to proceed with this project,you will need to provide the City of Okeechobee with the following within 10 days: • A second original copy of the proposal that you submitted to the City per the instructions of the original bid requirements requesting two original copies.When executed,a signed original copy will be returned to you for your records. • Two original copies of page 5 of the RFP document with your company's name filled in at the top of the page and your signature and date on the bottom of the document.The signature block was inadvertently left off of the original document. • Performance Bond as required in Section VI of the RFP. • General Liability Insurance Certificate listing the City of Okeechobee as the certificate holder per section VI of the original RFP. • Workers Compensation Insurance Certificate listing the City of Okeechobee as the certificate holder per section VI of the original RFP • City or County Business Tax License for the location where your business is located. • Copy of your State License. • A completed W-9 form. We look forward to working with you on this project. If you have any questions please feel free to contact me per my contact information above. Sincerely David Allen Public Works Director SECTION VII PW 05-00-07-13 AGREEMENT This AGREEMENT is dated as of the 20 day of August in the year 2013, between the City of Okeechobee(CITY)and Ted Starr Construction Inc. (CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. Work 1.1 The Work is describes as follows: Replace 17 existing windows with single hung, insulated, impact resistant, Low-E, bronze tint, brown aluminum frame PGT Brand windows. Article 2. Public Works Director 2.1 PUBLIC WORKS DIRECTOR as named in the Contract Documents shall mean: The City of Okeechobee's Public Works Director 55 SE 3rd Avenue Okeechobee, FL 34974 Article 3. Contract time 3.1 The work shall be completed within 60 calendar days specified on the Notice to Proceed for the project. 3.2 CITY and CONTRACTOR recognize that Projects may have important environmental and economic significance and, as required for compliance with Federal and State Regulations, that time is of the essence of this Agreement, and that the City will suffer direct financial loss if Projects are not completed as described in paragraph 3.1 Accordingly, Contractor agrees to pay City liquidated damages. Original Contract Amount Daily Charge per Calendar Day $500,000 and under $ 500.00 Over$500,000 but less than$1,000,000 $ 750.00 Over$1,000,000 but less than $2,500,000 $ 1,000.00 Over$2,500,000 but less than $5,000,000 $ 1,250.00 City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 15 Article 4, Contract Price 4.1 City shall pay CONTRACTOR for performance of the work in accordance with the unit prices listed in the contract documents CONTRACTOR's bid form on a project by project basis. Article 5. Workmanship CONTRACTOR shall in a good workman like manner, perform all work pursuant to the specifications and window replacement specifications. Should CONTRACTOR fail to provide prudent and competent professional services, in like manner to other providers in the area, and if that failure causes damages, dissatisfaction or unnecessary costs to the CITY, this contract may be unilaterally terminated by the CITY as provided in Article 9 herein, and CONTRACTOR Shall not be entitled to further claims or sums due under this contract. Article 6. Inspections and corrections of work All work by CONTRACTOR will be monitored by the Public Works Director, as listed in the specifications, or as directed by the City Administrator from time to time. Following each weekly service, CONTRACTOR shall notify the contact person in the CITY of completion of each of his or her areas of work for that week The CITY shall inspect the work, and if found that it has not been done satisfactorily,the work will be promptly corrected, at the expense of the CONTRACTOR. Article 7. Measurement and payment 7.1 Payment for the work, as further specified herein, shall include compensation to be received by the CONTRACTOR for furnishing tools, equipment, supplies, and manufactured articles, and for labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the work in accordance with the requirements of the contract documents, including appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. 7.2 The total Unit Bid Price for each project shall cover all work required by the Contract Documents. All costs in connection with the proper and successful completion of the work, including furnishings all materials, equipment, supplies, and appurtenances; providing all construction equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the Unit bid prices. All related and necessary work not specifically set forth as a pay item in the Bid shall be considered a subsidiary obligation of CONTRACTOR and all costs in connection therewith shall be included. 7.3 The CITY reserves the right to add or delete windows at the sole discretion of the city. The rate quoted shall be used to determine the adjusted contract price. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 16 7.4 Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal or Bid Documents. The CONTRACTOR shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the Public Works Director shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 7.5 All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and supplied for the sole purpose of providing Bidder with a basis which will be used to determine the Base Bid and to obtain unit prices for approvals of progress payments for the Work done. 7.6 Upon completion all work to be performed under this Agreement and approval of PUBLIC WORKS DIRECTOR, CONTRACTOR shall invoice City for actual work performed. Payment shall be made within 30 days Article 8. CONTRACTOR's representations In order to induce City to enter into this Agreement, CONTRACTOR makes the following representations: 8.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents. Work locality, weather, and with all local conditions and federal, state, and local laws ordinances, rules, policies, and regulations that in any manner affect cost, progress, or performance of the work. 8.2 CONTRACTOR has given Public Works Director written notice of all conflicts, errors, or discrepancies that he has discovered in the contract documents, and the written resolution thereof by Public Works Director is acceptable to the contract. Article 9. Early Termination Should CONTRACTOR violate any provision of this contract, or if the level of service and performance being provided by CONTRACTOR does not meet the expectations of the CITY after providing attempts at curing such defects, the CITY may cancel this contract upon thirty (30) days written notice to CONTRACTOR without further liability therefore. Article 10. Contract Documents The contract documents which comprise the entire agreement between the City and the CONTRACTOR are made a part hereof and consist of the following: This Agreement • Certificates of Insurance • Notice of Award • Notices to Proceed City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 17 • Contractor's Bid Forms(including documentation accompanying the Bid and documentation prior to Notice of Award). • Documentation submitted by contractor prior to Notice of Award. • Any modification, induding Change Orders and Field Orders, duly delivered after execution of Agreement. There are no contract documents other than those listed above in this Article 10. The contract documents may only be altered, amended, or replaced by a modification (as defined in Section 1 of the general conditions). Article 11. Miscellaneous 11.1 Terms used in this agreement which are defined in Article 1 of the general conditions shall have the meanings indicated in the general conditions. 11.2 No assignments by a party hereto of any rights under or interests in the contract documents will be binding on another party hereto without the written consent of the party sought to be bound, and any such assignment shall be void and of no effect; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent(except to the extent that the effect of this restriction may be limited by law and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the contract documents. 11.3 CITY and CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives, in respect to all covenants, agreements, and obligations contained in the contract documents. 11.4 CONTRACTOR Upon its part, agrees to protect, indemnify and hold harmless the, its agents, officers and employees,from any and all liability to persons for claims, demands, suits, property damage, personal injuries or omissions of every and any nature of CONTRACTOR, its agents or employees,for performance of its obligations under this contract. It is specifically recognized and agreed that CONTRACTOR Is solely responsible for the manner,time and nature of the performance of its work under this contract, subject only to the terms of the contract, and the specifications which govern the quality of its performance.Thus, it is agreed that CONTRACTOR is an independent CONTRACTOR in the furnishing of its services, and neither CONTRACTOR or any or its agents, employees or assigns shall ever consider to be an agent, servant or employee of the CITY. 11.5 CONTRACTOR shall provide insurance in as specified in Section VI, Bonding and Insurance Requirements of Request for proposal, City of Okeechobee Window Replacement PW 05-00-07-13. 11.6 CONTRACTOR agrees that all curbs, improvements, streets or other CITY or third party owned property that is damaged by personnel of CONTRACTOR or their equipment shall be repaired or replaced promptly, at the expense of CONTRACTOR. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 18 In witness whereof, the parties hereto have signed two (2) copies of this agreement. At least one counterpart each has been delivered to the CITY and CONTRACTOR. All portions of the contract documents have been signed or identified by CITY and CONTRACTOR or by Public Works Director on their behalf. This agreement will be effective on •5r P frmloe' City CONTRACTOR A _ 7p S rA t, emo r /".c/loo, Coio'. - Corporate Seal y: dJ --s E. Kirk Mayor Attest: NUM u �e/1� C�— Lane Gamiotea, CMC Name: 7g p A cS r4iGe City Clerk • Title: /fi et) 1 Attest: -0 firy,y Stott • Title: \ 1 Addresses for giving notices: CITY CONTRACTOR City of Okeechobee %..D s r/am c2151""I, 55 SE 3,d Avenue �� 9 z Okeechobee, FL 34974 4'lt , °r��x d�C'E>=l'/oiiC Florida State Contractors License No: C6C /5o6 ?2 Approved as to form and legality for the use and reliance of the City of Okeechobee only. John R. Cook, City ttorney City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 19 NOTICE TO PROCEED Date: September 5, 2013 To: Ted Starr Construction Inc SUBJECT PROJECT: PW 05-00-07-13 Description of Work: Police Department Window Replacement You are hereby notified to proceed with the Work on the subject Project on or before September 6, 2013 and to complete the same within 60 calendar days. The completion date for the Work shall be: November 5, 2013 OWNER: BY: City of Okeechobee 55 SE Third Avenue Davis en Okeechobee, FL 34974 Public Works Director CONTRACTOR'S ACKNOWLEDGMENT OF RECEIPT OF NOTICE By:72.I) �. S%a4 ' vc .-r� qS2 oi3 Contractor Date Signature &Title: 7.40 oC £r ,D4 A- SECTION VIII PW 05-00-07-13 REJECTION OF PROPOSALS 1. The City may reject a proposal if: a. The Proposer conceals any material fact in the proposal. b. The proposal does not strictly conform to the law or requirements of the proposal. c. The City may, however, reject any or all Proposals, whenever it is deemed in the best interest of the City to do so and may reject any part of a Proposal. The City may also waive any minor informalities or irregularities in any Proposal. d. Proposal Protest Procedure 1. Any Proposer that has submitted a formal proposal to City of Okeechobee, and who is adversely affected by the decision with respect to the award of the formal proposal, may file with the City Administrator's Office, City of Okeechobee, 55 SE Third Avenue, Okeechobee, FL 34974, a written Protest no later than forty-eight (48) hours (excluding Saturdays, Sundays and Legal Holidays) of the decision of the City of Okeechobee City Council to award the proposal. 2. The "Notice of Intent to File a Protest" document shall be in the form of a letter stating all grounds claimed for the Protest. Failure to do so shall constitute a waiver of all rights to seek any further remedies provided for under this Protest Procedure. 3. The City Administrator shall submit the protest statement and affidavits along with his or her own statement and affidavits in support of the award of the formal proposal to the City Council for a final determination of the protest. City of Okeechobee Project No. PW 05-00-07-13 Public works Department 20 SECTION IX PW 05-00-07-13 MISCELLANEOUS A. No Lobbying: All respondents are hereby placed on notice that any communication, whether written or oral, with City of Okeechobee elected officials or any City staff or outside individuals working with the City in respect to this request (with the exception of the General Services personnel designated to receive requests for interpretation or corrections or technical questions), is prohibited. These persons shall not be lobbied, either individually or collectively, regarding any request for bid, proposals, qualifications and/or any other solicitations released by the City. To do so is grounds for immediate disqualification from the selection process. All respondents must submit the attached No Lobbying Affidavit with their submittal stating that they and their subcontractor, sub-consultants and agents agree to abide by the no lobbying restrictions in order to be considered for this request. Any respondent that does not submit the required No Lobbying Affidavit will be automatically disqualified from further consideration. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment A B. Collusion, Gratuities and Kickbacks: It shall be unethical for any respondent to collude with any other respondent or offer, give or agree to give any City Council member, City employee or City representative (including selection committee members) a gift, gratuity or an offer of employment in connection with any decision, approval, disapproval, recommendation or preparation of any part of the procurement process. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment B C. Modifications: The City reserves the right to modify, alter or change the scope or other aspects of this solicitation. D. Level Playing Field: The contents of this solicitation are intended to provide a level playing field on which firms or individuals may base their responses. E. Public Entity Crime Affidavit: As requested by Florida Statute 287.133(2)(a), a person or affiliate who has been placed on the convicted vendor list following a conviction for a Public Entity Crime may not submit a bid on a contract with a Public Entity for the construction or repair of a public building or a public work, may not submit bids on leases of real property to a Public Entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any Public Entity, and may not transact business with any Public Entity in excess City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 21 of the threshold amount provided in Florida Statute 287.017 for Category Two for a period of 36 months from the date of being placed on the convicted vendor list. Any person must notify the City within 30 days after a conviction of a Public Entity crime applicable to that person or to an affiliate of that person. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment B F. Conflict of Interest: The award hereunder is subject to the provisions of Chapter 112, Florida Statutes. All respondents must disclose with their submission the name of any officer, director, employee or agent who is also a public officer, employee or an agent of the City of Okeechobee City Council, or any of its agencies. Furthermore, all respondents must disclose the name of any City officer, employee or agent who owns, directly or indirectly, an interest of five percent (5%) or more in the firm or any of its parent companies or subsidiaries. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment E G. Immigration Laws: Respondents must comply with all applicable immigration laws in their employment practices. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment F H. Tie Proposals: Preference shall be given to businesses with drug-free workplace programs. Whenever two or more proposals which are equal with respect to quality and service are received by the City for the procurement of commodities or contractual services, a proposal received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie proposals will be followed if none of the tied vendors has a drug-free workplace program. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 22 ATTACHMENT A PW-05-00-07-13 NO LOBBYING AFFIDAVIT STATE OF FLORIDA COUNTY OF OK CO//e1 '€ 1 This ,-.- day of /Al„r f , 20/3, 7"--CD z, 5T4- fl being first duly sworn, deposes and says that he/she is the authorized representative of Tt a) 5 r /toe n N.r(4 a c lei, -Z c (Name of contractor, firm or individual) respondent to the attached request for bid, proposal or qualifications and/or any other solicitation released by City of Okeechobee, and that the bidder and any of its agents agrees to abide by the City of Okeechobee no lobbying restrictions in regard to this solicitation. Zee_C .o ._ G2 Affiant Sworn to (or affirmed and subscribed before me this 3. day of t_l , 20 13, by l ,S 40,,.-- p _ — _ sl „N.,,,,, ygtpr I Signatur o Notary Publi 1 Ag P q Notary Punt-sits or pones I State of I rida My Comm.Expires Fob 24,2017 1 S'5. a Commission 0 E y17�7441 arrIV S }i)( ,NNI,` 1a .4Th yA NMissM NMrq Xn. v Print, Typor Stamp Com issioned Name V Personally Known OR Produced Identification Type of Identification Produced City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 23 ATTACHMENT P PW-05-00-07-13 ANTI-COLLUSION STATEMENT & NO GIFTS STATEMENT Date: Anti-collusion statement: The below-signed Bidder has not divulged to, discussed, or compared his/her Bid with ether Bidders and has not colluded with any other Bidder or parties to a Bid whatsoever. No gifts statement: No premiums, rebates, gifts or gratuities are permitted with, prior to, or after submission of the Bid. Any such violation will result in rejection of the Bid and removal from the Bid list(s). Firm Name: 7 -i) J ? Ce", r7:1 c_ 73:1, e By (printed/typed): 7- V 4, S By (signature): Title: l/ 1-- g Mailing Address: to e/P /L ry S-6. 74 City, State, Zip: OX E C F fZ, 3e/f 7 2 Telephone No.: �G3) 6' V 7 • 9 7 /3 1 City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 24 ATTAGHMFNT C PW-05-00-07-13 PROPOSER'S CERTIFICATION I have carefully examined this Request for Bids (BID)/Request for Proposals (RFP)/ Request for Qualifications (RFQ), which includes scope, requirements for submission, general information and the evaluation and award process. I acknowledge receipt of the following addenda. Addendum # Date: Addendum # Date: Addendum # Date: Addendum # Date: s w.v Addendum # Date: Addendum # Date: I hereby propose to provide the services requested in the City's RFP and, if awarded, to enter into the attached draft contract. I agree that the terms and conditions of the City's RFP shall take precedence over any conflicting terms and conditions submitted with my proposal and agree to abide by all conditions of the RFP, unless a properly completed Exceptions to RFP form is submitted. I acknowledge that the City may not accept the proposal due to any exceptions. I certify that all information contained in my proposal is truthful to the best of my knowledge and belief. I further certify that I am duly authorized to submit this proposal on behalf of the company as its agent and that the company is ready, willing and able to perform if awarded a contract. I further certify, under oath, that this proposal is made without prior understanding, agreement, connection, discussion or collusion with any other person, company or corporation submitting a proposal for the same product or service; no gratuities, gifts or kick-backs were offered or given by the Bidder or anyone on its behalf to gain favorable treatment concerning this procurement; no City Council member, employee or agent of City of Okeechobee or of any other company is interested in said bid; and that the undersigned executed this Proposer's Certification with full knowledge and understanding of the matters therein contained and was duly authorized to do sow .v ' Name of Business Mailing Address oKtCCho,EE F C, 3qS >2 ��/ City, State& Zip Code • �i�.M► .j97-9,'/7 76,?-29 '9 Authorized Signature f Telephone Number/Fax Number 7o,). sr, P/`£-'1G(., l S')'-a/r/'74,t 17/ cn y4.1/cd , C.-, Name &Title, Typed Email Address State of Florida County of clicimuLaia This fo e ping instrument was acknowledged before me this 3 day of / ' , 20 I by '[ Z'C .;'I , who is personally known to me or produced .) as identification. ) r, ) Sig'ure of otary City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 25 I .f AMY STOREY a.` 1 ir"'4,,,: Notary Public-State of Monad i My Comm. Expires Feb 24, 201i .,,,k o; Commission#EE 877448 '''°ice''`''s Bonded Through National Notary As ATTACHMENT D PW-05-00-07-13 SWORN STATEMENT PURSUANT TO SECTION 287.133 (2)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to CITY OF OKEECHOBEE,FLORIDA by: Ts n L S'779,(X (print individual's name and title) CL for: �� U .S 7,41/c ( C.L r do /iv"' ck,c (print name of entity submitting sworn statement) whose business address is: C /b 41 s o 74 DX. Oi£Ec and(if applicable)its Federal Employer Identification Number(FEIN)is: — /9 333.x.5 (If the entity has no FEIN,include the Social Security Number of the individual signing this sworn statement: - - .) 2. 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 of the United States, including but not limited to,any bid or contract 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 misrepresentations. 3. 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,non jury trial,or entry of a plea of guilty or nolo contendere. 4. I understand that an"affiliate"as defined in Paragraph 287.133(1)(a),Florida Statutes,means: A. A predecessor or successor of a person convicted of a public entity crime; or B. 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. 5. 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 contract and which bids or applies to bid on contracts for the provision of goods or services City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 26 of w let by a public entity,or which otherwise transacts or applies to transact 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. 6. Based on information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement.(Indicate which statement applies). 0-Neither the entity submitting this sworn statement,nor any of its officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the management of the entity, nor any affiliate of the entity has 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 its officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the 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. ❑ The entity submitting this sworn statement,or one or more of its officers,directors,executives, partners,shareholders,employees,members,or agents who are active in the 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.However,there has been a subsequent proceeding before a Hearing Officer of the State of Florida,Division of Administrative Hearings and the final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list(attach a copy of the final order). I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017,FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN• THE INFORMATIOA CONTAINED IN THIS FORM. Signature Sworn to and subscribed before me this_,c day of �� 20 ► �_ Personally known ' OR Produced Identification Type oflde 'Ication .44111Yra -- Nta '► l • -- of Florida ,l�1 p•4• AM TREY My Commission Expires: 14P 0 s Notary Public-State of Florida SEAL OR STAMP ,•:My Comm.Expires Feb 24,2017 =, . = Commission#�EE 57744 ••'''i.��"' landed Through National Notary Assn. 41P11•■ • City of Okeechobee Project No, PW 05-00-07-13 Public Works Department 27 ATTACHMENT F PW-05-00-07-13 CONFLICT OF INTEREST DISCLOSURE FORM For purposes of determining any possible conflict of interest, all bidders must disclose if any City of Okeechobee employee(s), elected official(s), or any of its agents is also an owner, corporate officer, director, agent, employee, etc., of their business. Indicate either "yes" (a city employee, elected official or agent is associated with your business), or "no". If yes, give person(s) name(s) and position(s) with your business. YES NO Name(s) Position(s) Firm Name: P -$ Ccrz, r c , By (Printed): P I• S 1"- X/' By (Signature): Title: 6). 6,s/ z2Ei, Address: 6 qd okzCC ,41--ot9 C , ,_/, .�/i)7.2 Phone Number: (P-C ) City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 28 ATTACHMENT F PW-05-00-07-13 IMMIGRATION LAW CERTIFICATION City of Okeechobee will not intentionally award city contracts to any contractor who knowingly employs unauthorized alien workers, constituting a violation of the employment 4 provisions contained in 8 U.S.C. Section 1324 a(e) (Section 274a(e) of the immigration and nationality act ("INA")). City of Okeechobee may consider the employment by any contractor of unauthorized aliens a violation of Section 274A(e) of the INA. Such violation by the recipient of the employment provisions contained in Section 274A(e) of the INA shall be grounds for unilateral cancellation of the contract by City of Okeechobee. Respondent attests that it is fully compliant with all applicable immigration laws, specifically relating to the 1986 immigration act and subsequent amendments. • D' S 7—"We 11 06071 c /A tc.7 -,/X c Company Name Signat re • . Title �/./ 2 m/-r Date STATE FLORIDA I • COUNTY OF c:3_, Z c,_ O Sworn to (or a irmed) and subscribed before me this _day of 1' n , 20 j -k , by ) S f-0./--r- who is personally known \ or hai produced as identification. 1102446.■ .._ _■1111.' Notary Pub• Sta - of Flo ida (stamp) � .,r,",t�. AMY STOREY `$' , =o Notary Public-State of Florida ' a, `c My Comm.Expires Feb 24,2017 ;,,F.����A.- Commission#EE 877448 ••••OF Fl,�� (' ,,, Bonded Through National Notary Assn. 1 1 City of Okeechobee Project No. PW 05-00-07-13 1 Public Works Department 29 4 ATTACHMENT G PW-05-00-07-13 DRUG-FREE WORKPLACE CERTIFICATION THE BELOW SIGNED bidder/proposer CERTIFIES that it has implemented a drug-free workplace program. In order to have a drug-free workplace program, a business shall: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the work place and specifying the actions that will be taken against employees for violation of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and 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 quote a copy of the statement specified in subsection 1. 4. In the statement specified in subsection 1, notify the employees that, as a condition of working on the commodities or contractual services that are under quote, the employee will abide by the terms of the statement and will notify the employer of any conviction or plea of guilty or nolo contendere to any 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, drug abuse assistance or rehabilitation program if such is available in the employee's community, by an employee who is convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. Date: 2/...<42 !7/ Signature: Company: 7Eg• 579// Oaat"/ Name: ra-p 1- ST rr Address: ea- /V&) SQ r•(2),f Title: /).)- g r /J( 34/772 Phone Number: (M7 ‘S'7- 9719 City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 30 Effective 3-8-11 Revised 4-15-13/j1d CITY OF OKEECHOBEE FLORIDA PERMIT FEE SCHEDULE Building valuation of commercial and residential new building construction will be based on the most recent publishing of the International Code Council Building Safety Journal,building valuation data,estimates per square foot,including the regional modifier,of all under roof according to the type of construction and use. A. Residential One and Two Family Dwelling: 1. New building $4.10 per thousand of total valuation $40.00 minimum 2. Remodel/additions $6.00 per thousand of total valuation $40.00 minimum 3. Accessory Structure $6.00 per thousand of total valuation $40.00 minimum 4. Roof/Reroof $40.00 5. *Plan Review $.40 per thousand of total valuation $40.00 minimum B. Commercial Building 1. New building $5.75 per thousand of total valuation $50.00 minimum 2. Additions $7.00 per thousand of total valuation $50.00 minimum 3. Remodel $7.00 per thousand of total valuation $50.00 minimum 4. Accessory Structure $7.00 per thousand of total valuation $50.00 minimum 5. Roof/reroof $7.00 per thousand of total valuation $50.00 minimum 6. *Plan review $1.50 per thousand of total valuation $100.00 minimum 7. Other $50.00 minimum City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 31 C. Mechanical and Miscellaneous 1. Plumbing New Structure,Additions and Alterations-$40.00 plus$1.00 per thousand of total valuation $40.00 minimum 2. HVAC New Structure, Additions and Alterations-$40.00 plus$1.00 per thousand of total valuation $40.00 minimum 3. Electric New Structure, Additions and Alterations-$40.00 plus$1.00 per thousand of total valuation $40.00 minimum 4. Gas New Structure, Additions and Alterations-$40.00 plus$1.00 per thousand of total valuation $40.00 minimum 5. Mobile Home Set-up Fee New Structure-$50.00 includes building only. Electric,Mechanical and Plumbing- separate permits as needed. (does not include accessory structures) 6. Special Inspections and all Other Inspections Where No Permit Fee is Generated $40.00/hr. 1 hour minimum$40.00 7. Signs Plan Review: New or replacement with or without electric $1.25 per thousand of total valuation $40.00 minimum(Text changes.Lexan face replacement and Wall mounted Signs less than 32sf.-no plan review fee) Inspection: $5.75 per thousand of total valuation $50.00 minimum 8. Demolition Fee $70.00 for the first$20,000.00 of structure value and$4.00 per$1,000.00 of structure value thereafter 9. Re-inspection Fee- $40.00 10. Double Fee required for all work started prior to permit issuance. 11. Failure to call for inspection -$40.00 12. Contractor change -$40.00 13. Permit renewal fees: The following are some guidelines for what fees to charge when renewing a permit: PERMIT RENEWAL FEES If no inspections have been made 100%of permit fee Slab,footing and foundation inspection approved 80%of permit fee Rough inspections approved 50%of permit fee Insulation inspection approved 30%of permit fee For final inspection only 20%of permit fee *A minimum fee should be charged for all trades involved in the project. *All plan review fees are due at time of plan submittal. City of Okeechobee Project No. PW 05-00-07-13 Public Works Department 32 - -Florida Building Code Online Page 1 of 1 f • Business & Professional Regulation.elation. ;i ri;:? >tyii'7 Tent I BCIS Home Log In ` User Registration Hot Topics Submit Surcharge Stats&Facts Publications 'FBC Staff _ BCIS Site Map Links Search Busines K 3 � Profess! I � Product Approval 1" yy�ry^ i }}��q} r (J !!)US ER:Public User Lkenseeftdendf.Reguiatetarty. Product Approval Menu>Product or Application Search>Application List 111111111•111111111111111111111111.1 1-- ,,,,fyM,, .n ;Search Criteria Refine Search c:RITtA:Ra ;Code Version 2010 FL# 239 Application Type ALL Product Manufacturer ALL :Category ALL Subcategory ALL Application Status ALL Compliance Method ALL :Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL :Product Model, Number or Name ALL Product Description ALL ;Approved for use in HVHZ ALL Approved for use outside HVHZ ALL :Impact Resistant ALL Design Pressure ALL (Other ALL ;Search Results-Applications 1 °FL# Type II Manufacturer jValidated By Status FL239-R19 Revision PGT Industries (Miami-Dade BCCO-VAL Approved * History Category: Windows i(786) 315-2590 Subcategory: Single Hung • *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Ug::1940 North Monroe Street.Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AA/EEO employer.Couvriaht 2007-2010 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email 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 click here. Product Approval Accepts: "1 lie tit Ill Tact tgit Mrre.1 4' re ditSAFE http://www.floridabuilding.org/pr/prapplst.aspx 8/6/2013 Florida Building Code Online Page 1 of 3 �°� ,� � �..5,par. ;"•i+s:'z: �`#7a `'e.,.°5,� i, �, b,�,'',s3° # .=a• i�, 1 'S:tfs.� 1.:m. *704 7 BCIS Home Log In User Registration Hot Topics Subrrn Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business/,' ProfessionaI 4 Product USER: Approval Public User Ucenseefhhcentiy.Regulatnh,ly. rrerlutt AP VC Men.>P nu.,n_•r pt;i :Lon Pea;c1 >_ ., >Application Detail FL# FL239-R19 4,t„?:” Application Type T e Rev;sion Code Version 2013 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark @pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (94')486-0100 Ext 21140 jroeowski @pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Sincle Hung Compliance Method Certification Mark or Listing Certification Agency M'ami-Dade BCCO-CER Validated By Miarni-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 8/6/2013 . ' Florida Building Code Online Page 2 of 3 Date Submitted 12/10/2012 Date Validated 12/18/2012 Date Pending FBC Approval Date Approved 12/20/2012 Summary of Products FL# Model,Number or Name Description . 239.1 SH- 200(Non-Impact) (Aluminum Single Hung Window Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL239 R19 C CAC 11-1013.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions , Other: Please see Miami-Dade County Notice of FL239 R19 1.1 11-1013.12.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: • information. Evaluation Reports Created by Independent Third Party: 239.2 _SH- 500(Large Missile WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R19 C CAC 11-1013.19.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2014 Design Pressure: N/A Installation Instructions , Other: Please see Miami-Dade County Notice of FL239 R19 lI 1.1_1013,19_pdf . Acceptance(NOA)for product performance informat on, Verified By: Miami-Dade BCCO-CER . anchorage details, and anchor type,size, and spacing Created by Independent Third Party: 'information. Evaluation Reports Created by Independent Third Party: • 239.3 SH- 600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate • Approved for use in HVHZ:Yes FL239 R19 C CAC 11-1013.13.pdf . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 . Design Pressure: N/A Installation Instructions . Other: Please see Miami-Dade County Notice of FL239 R19 II 11-1013.13.pdf Acceptance(NOA)for product performance.in°ormation, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.4 SH - 700(Impact) _WinGuard Aluminum Single Hung Window 1 Limits Use ertification Agency Certificate Appro d for use in HVHZ:Yes -L239 R19 C CAC 11-1013.14.pdf ' Approv for use outside HVHZ:Yes uality Assurance Contract Expiration Date Impact Resistant:Yes ..- 03/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL239 R19 II 11-1013.14,20f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER , anchorage details, and anchor type, size, and spacing Created by Independent Third Party: . information. Evaluation Reports Created by Independent Third Party: 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window .Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R19 C CAC 11-1222.04 LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL239 R19 II 11-1222.04 LM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER .anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.6 SH- 800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate • Approved for use in HVHZ:Yes FL239 R19 C CAC 11-1222.05 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice cf FL239 R19 II 11-1222.05 SM.pdf . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 8/6/2013 , Florida Building Code Online Page 3 of 3 • Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R19 C CAC 12-0726.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL239 R19 11 12-0726.02.Ixlf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size, anc spacing Created by Independent Third Party: •information. Evaluation Reports Created by Independent Third Party: ,239.8 SH-3000(Small Missile.Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R19 C CAC 12-0726.01.pdf ; Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL239 R19 11 12.0726 01_pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: I. Nr: t Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Flonda is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do roc want your e-mail address released in response to a public-records request,do not send electronic mail 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 October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email 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 click here. Product Approval Accepts: igs ,:ritce{7 iivi, 4 r E http://www.floridabuilding.org/pr/pr app_dtl.aspx"para n=wGEVXQwtDquS 1 Bu8CAEmB... 8/6/2013 MIAMtDIAD MIAMI—DADE COUNTY,FLORIDA COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 26th Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has oee<f rev iewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the A H.J(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-700"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiraticn date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after t±,e expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other p rposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime 1D.Gascon,P.E. NOA No. 11-1013.14 •APPROVED NTY , Gpsc.Gon Expiration Date: March 26,2016 10 �� 11 Approval Date: November 03,2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 0.3/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05,both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) Ja me D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3) Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmund° Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Pest, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. CYail Jaime D.Gasco 1,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E- 2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestrai ion Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmund() Largaespada,P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. V Jaime D, Gasc•n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • B.6/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/18"LAMI CONSISTING OF(2)UTES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAM!CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WtTH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAM CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, ® H.13/16"LAMI 10:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, GENERAL NOTES 1 I.13/18"LAMI 1G:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS GLAZING DETAILS 2 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES3 J,13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A ELEVATIONS 4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, VERT.SECTIONS 5 K.13116'LAMI IG:(1)LITE OF 1/6"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS 6 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS UST 6 L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS EXTRUSIONS 7 WITH AN.090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL 7 A.M.13/18"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ANCHORAGE _ 8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) t3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM C 1300.02. 4,ANCHCf?AGE:THE 33 1/3%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS, 5.SHUTTERS ARE NOT REQUIRED. 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. I7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646.FTL.4647.FTL-4648,FTL-4649,FTL-4850,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-6083. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT REYISCD as complying wilt du Ihmide 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SHWA. Budding Cock A No "" .r 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). ' Miami Dada Produu Control p� ••• FQ . ... �`GEHSE . .•.* * N°' 0= _ 0.g,, 0 • j P.M* 7/rt �D 20WFOCUPDATE u rc 5'IhOSO1' 'U'2^ GENERAL NOTES e0• "W R. Oa* ibtrVan: 1070 TECHNOLOGY ORWE i Q� F1:9.. `" J.R. 04A11/11 C CCHANNGEENOTES AADONOTE9 ADD TEMPERED TYPE M N +'L� ALUM.SINGLE HUNG WINDOW,IMPACT '��FSSIONPy,�`' lyr/ay. Cv4 R"U2rc ftK r1/13�56 B TO NOTE f GLAZING OPTIONS P.O. 9X 1120 e. t Sag y,,,t ,"t, ,a," A.1/ 14111At. ,P.E. n,p i be onrr c.4a J.J. or« NOKOMd6,FL 34274 Vrri*&car 811700 NTS 1 • 11 4040-20 D Ft.P.E.#58705 RR. 5/1/05 .J. ?!2&07 A,NOTE: 0 0 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18"WITH NO CHANGE IN DESIGN PRESSURE. mos amm - dm mon ij I , 1 ■ I 1/2"NOM. - GLASS BITE 0 VI II GLASS BITE 1 <ip EXTERIOR INTERIOR C> 0 0 . ill 0 (ALL SECTIONS) 1 . 80,81 or 82 83,84 or 85 .1011111 0 0 I IIIIIII. _fr 1/8"ANNEAL ED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 4P 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS (1) 1 (1)— i 1 ---_-_-a a._ SL..1=.__I orii ._______ , LI _n__ Fl r—i I k —9 0 11 lalL 1 vz'NOM. - GLASS BITE 0 yap Sri ,g Al, I II la'NOM. GLASS BITE 0 I I 0 0 0 A PRODUCT REVISED 86,87,88 or 92 mei i 89,90 or 91 1 „All .,complying with the Molds Building Code ID PI am ED 0111 111111111111111111 A..... .. --- - --/40 - • 1.••••• ••• ••••.Y.V.e-f. -..,/40 f ■.4.WM.6, Whemi,.de Ewan:I Centre ii 1/8"ANNEALED OR HEAT STRENGTHENED GLASS Nil_ 3/1T ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER Ill 1/8"ANNEALED OR HEAT STRENGTHENED GLASS Wri 3/18'ANNEALED OR HEAT STRENGTHENED GLASS ro11111111., wow 5/18"LAMINATED 7/18"LAMINATED .....,„.., AIR SPACE Eft AIR SPACE .„.....‘ k.‘"A, ..........,k;st 11........1 1/8"ANNEALED OR TEMPERED GLASS A INN= 1/8"TEMPERED GLASS,& ..S'4-29.",\0 eNSC ''.,.* 13118"NOM. 13/16"NOM. --:'f,.. .. ..• 5 • ':".. 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI =-I(i tIO'6510 7 : eo...511.-r 7- . 4 co iD II i tri-: Reml Or Do* lientsiaw awarlown: '"3''• -rE Of ,:.•Z`:.- J.J. 101070/ D NO CHANGES THIS SHEET GLAZJNG DETAILS Arad toc Dor !Worm 1070 TECHNOLOGY DRIVE J.R. 04/01/11 C aiANGEO CAP GLASS TYPE TO TEMPERED FROM HS Kokomo,f i.34215 Fall r ''.. i,.. A‘t,*••.......••'4,,,,,, Mole% Ner ltrAime ALUM.SINGLE HUNG WINDOW,IMPACT fv,,SS i oN A-os FJC 11113/05 El ADO ITEM 92 TO WS LAMI 1.0.MASS MA)4 LAW IV NOTE P.O.BOX 1540 ' A.LYNN MILLER;P.E. brown i.r:Oak awata i By!Dow NOKOMIS,Fl.94274 Visibly Better INAN.Modst &Mr km! Peoplis. Rw F.K. 9/1/05 J,J. 2/23/07 SH700 Full 2 0 11 4040-20 0 FL.P.E.#58705 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION A TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS T-1 WINDOW HEIGHT 1 "0.. WIDTH GLASS TYPE 83" 88" 88" 70" 72" 74" 78" W MEETING RAIL 48" A,B,M A +80,0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0_-80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 •79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 "X" H 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.D -74.0 UPTO63116" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION A TABLE 2. Z-fr. - -- BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "O" • WIDTH GLASS TYPE 38 3/8" 44" 80 6/8" 83" 72" 74" 78" w 48" A,B,M +800 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 80" A B,M +80.0 -80.0 +80.0 80.0 +80.0 40.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 .x. ggSH 62" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 •68.8 +67.6 -87.6 1 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -75.0 +68.0 -68.0 +88.7 -66.7 +65.5 -85.5 UP TO 63116" C,D,E,F,G,H,I,J,K,L +80.0 40.0 +80.0 40.0 +60.0 40.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 A CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION A TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS ;LT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX,WINDOW HT.W/SASH a 78"FLANGED AND 75"INTEGRAL FIN) .ra.. MINUS WIDTH GLASS TYPE, 17 1/8" 22 11/18" I;80.01--8-070-20 3/18" 33 3/4" 39 6/18" 44 13116" _ 60 318" 66 15/16" W .SASH ( , 63 1/8" D,E,F,J,K,L 480-.0T-80.0 +80.0 -80.0 j-+80.0 •60.0 +70.0 -70.0 i+70.01775:0 f+70.0 1 -70.0 i+70.0 f -70.0 HT. HT. MEETING RAIL .4 i GLASS TYPES: TEST REPORTS TABLE 4. / SASH A.5/18"LAMI-(1/8"A,.090,1/8"A) FTL-4847,4848,4723,4957 A 8.5/16"LAMI-(1/8"A,.090,1/6"HS) FTL-4647,4648 C.5116"LAMP-(1/ITHS,.090,1/8"HS) FTL-4647,4848 D.7/18"LAMI-(3/16"A,.090,3/16"A) FTL-4845,4885 E.7/18"LAMI-(3118"A,.090,3118"HS) F11:4845 PRODUCT R6vlSED F.7/18"LAMI-(3/16"HS,.090,3118"HS) FTL-4845 as complying with the Florida Building Codc - o vac G.13/18"IAMI 10.1/8"T,AIR SPACE,5/16"LAMI•(1/8"A,.090,1/8"A) FTL-4846,4723 /acceptance No Ditto /2aG H.13/16"LAMI 10-1/8"T,AIR SPACE,5118"LAMI-(1/8"A,.090,1/8"HS) FTL-1848 =X A 7 I. 13/16"LAMI 10-1/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL 4646 . .® �D • ;;ctCooinm J.13/16"LAMI 10-1/8"T,AIR SPACE,7/18"LAMI-(3/18"A,.090,3/18"A) FTL-4849,4850 K.13/18"LAMP K3-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"115) FTL-4649,4850,4956 L 13/18"LAMI K3-1/8"T,AIR SPACE,7/16"LAMI-(3116"HS,.090,3/18"HS) F7L-4849,4850 01 I I I l l I I!,,, M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)A FTL-5083 \\0o�,(LYNN M1446:i/,' ti�•.•JG1NS6 �C NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN ? �:' 58705 PRESSURES ARE UNEFFECTED. _is 10.• 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A - * i et_ 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM.® • ..l p 4o N Read*" Des: 17.4slonr Orwrimbn:J.J. 1007/11 0 NO CHANGES THIS SHEET FIGIT: %�1 STAT P ... a,a, Oats w,oe,=• 107O TECHNOLOGY DRVe DESIGN PRESSURES O,t ' .,FtoR� .•''�� J.R. 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOM118,FL34275 n>K './,'5'S•1DN.. ,: n.,.+4: a,+" Rom= UPDATE TOMMIE130902 REMOVE SID VEY SASH HTREFTABLE2, ALUM.SINGLE HUNG WINDOW,IMPACT FK. 11/13/76 S REVISED CUSTOM FORMAT DPS.ADD IM:FlN.UPDATE TESTNOS P.O.OQx102rt a„r en.r a.«.ta j�u�„p A.LYf��IIMII.E6k,P.E. OnmeRr G p„k q.,4.J. p2 I NOKOMI3,F131274 Vtrlbly Better 811700 ] NTS I 3 > 11 4040.20 1 FL P.E.#58705 F.IG 8Y1A76 J.J. Zr13A17 531/8"MAX.FLANGED WIDTH 52118"MAX.IT,WIDTH ea 48 5/8"MAX.FIXED DLO(ALL) D-".-1 C +-j 75"MAX, 75"MAX. I 75"MAX. SEE DLO IF. A A I.F. / I.F. TABLE I 2 f� ' D-.3 3 HEI e, SEE DLO HEI T SEE OLO C HEI H7 { j TABLE I 0 yf A TABLE , O r ; II 78"MAX. f 76"MAX. , I 76"MAX.■ I I FLANGED FLANGED FLANGED { HE•HT , 1 HEI HT HEI HT SEE O 38 116" ,I TABLE SASH SEE DLO X SE SEE DLO I - E O 1 HEI HT TABLE 1 N• E 4 TABLE II I NO 4 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH RADIUS TOP(STANDARD SASH), 1/1 B E+-1 ____F--—..-------"-- _._.�--- 1 b } VERTICAL DAYLIGHT 1 75"MAX. l OPENING 1 / `1i I T5"MAX. FIXED LIFE I I.F, 3 t I.F. SEE DLO ( HEIGHT I E HEI HT LOW HIGH 1 SEE DLO DETAIL SILL SILL TABLE ,y; f 1 i A 34112" 34 3/16" 7f/ 78'MAX, TABLE {) 75"MAX. B 41 5d8" 41 1/A" L _ J FLANGED FLANGED C 41 1/4" 40 7/8" HEIGHT NEt T 0 52 5/8" 52 11/16" } E 52 1/4" 52 5/16" ( 20" '1 SASH PRODt3C!REVISED SEE DLO TABLE ( SEE DLO TABLE tl 11 20" SILL SILL with the Motes SASH 1 f, SASH DETAIL SILL SILL Battu%Cod .3 ` I I Acceptatc:odc HEIGHT I j HEIGHT Ars,-k,,n Na 1101 ri - ___.. � 1 _--- A 34112` 3"13/16" ,t••,.,a mtc`-47-11"."" _��j f� O B 27 7/16" 271/8" t.. DETAIL D DETAIL E C 27 7/16" 27118" Miaxi .,.uctcotnrot 0 163/8" 15 3/4" VIEW(CUSTOM SASH RADIUS TOP(CUSTOM SASH) E 163/8" , 15 3/4" TABLE 5. \�t i,l)l r r r,�r, NOTES: .`. c.... uc.4�j..�' 1,SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ti 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ` c '• ti * 3,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.tk, =*,: No,58705 4,SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT, .& – k R .J. 0X07/11 Rip, NO CHANCES THIS SHEET I '" • STAB ' '� 0Aalder: (a' •soMen: 1070 TECHNOLOGY DRIVE ELEVATIONS 1, �'La n�.-•'O'`�:•J.R. 0418/11 C NO CHANGES THIS SHEET NOKOMIS,FL3427S r . -,, -.,9 ', �FK. 11/13188 �8 A00 INTEGRAL FIN(I.F)VERSION CHG.NOTE aAO0NOTE4. P.O.aox,029 ---�* ---- ALUM.SINGLE HUNG WINDOW,IMPACT ,a,r A.if�iNWIER,P.E. Demo Sr AM Br!uac NOKOMIS,R.34274 Visibly Better F.K. 9/1105 J.J. 2123/07 � _ SH700 NTS 4 . 11 4040-20 O FL P.E.S 58705 {+-2.784" I NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR {! OPTIONAL BOTTOM LOCKS,(1)6°FROM EACH SIDE OF SASH. 0 0 NOTE:BALANCE PARTS USED o I`-- _� INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 0 rouTier 8,10,11,15,16 -1M'i ---- _; jfj vwF s ! �,y } /' }811„; ii:_i' Llio LITE 7,8 OR 17 .r. ,-...........ter .. �...i 1 DAYLIGHT • 4. _ OPENING ��i 41 MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE . . [ MAX.WIDTH SECTION A-A (I OUTSIDE _ INTEGRAL FIN .F.)FRAME SECTIONS A, INSIDE rl ililil 0 iil HEIGHT 0 J 7 1 ` cart '�'C:is I 2,:46 HIGH ) - 7MJTr'. I C1llTS1L?E _ l` 51 L Low { MAX. I -- i '-----1_ ----- )) VENT DAYLIGHT 0 HIGH SILL 0 LOW SILL HEAD JAMB OUTSIDE OPENING ._.. — _ _. ._ —— — f 2.710” 0 Qs,I.F.FRAME q 11111 g 11. ... �1III�.r- 0 If i'RODUCTREVFSBD ■j }(''''� OUTSIDE 1 m complying with the Florida �7f �f tlufl Ong Cade „ .r ``'� Acae tancoNa erg 4111 * ' � 2.948" ' igitYimd+.,.Yroduei Coot, (LOW SILL) (HIGH SILL) ��� �' 1 .. 0 � SEE NOTE ABOVE • pi . t X11 ll t 1 r, .i►ir►�`� \\1/4.01i 4YNN y/t ��iii �`,`�ONv`CE,N85 ' '': p Q ULTRALIFT Q 0 ti V. ,* r ONLY ULTRALIFT SECTION B-B ji ONLY SECTION C-C �c. tso.Sara` (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-RADIUS LANGED VERSION) - Q, ,0110 41 rommy: DA; AAA.: Gaeobt.J.J. i0J07/i1 D NO CHANGES 77115 SHEET "� SIP' .Z` R...14, - r -'1070 TECHNOLOGY DRIVE SECTIONS O,t` FlORIO?•' J.R. 0$101/11 C NO CMNGES THIS SHEET NOKOMIS,FL 34211 T T"" - :,;kSS)ON.• so• "FK. ° "._. — ALUM.SINGLE HUNG WINDOW,IMPACT ' F.K. MIME 9 ADD I.F.SECTIONS 6 CONSOLIDATE 841.COMPONENTS P.O.SOX 1520 6..141 Doke `ar«weer ,Abe NOKOMIS,FL S42/4 Visibly Better �"�` ^� r.aM,w ft. A.LY MIULIE/ P.E. i F.K 9/1/05 J.J. 2/19/07 i SHAM Half 5 0 11 4040-20 D FL P.E.#58705 ITEM DWG# DESCRIPTION POT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAM:HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1165 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 81816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 605 GLAZING CHANNEL(.688 X.500) 6533402 5 1628 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #8 X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAM1f3 JAMB 612227 67 GLAZING TAPE,1/16 X 1/1.7116 LANK 6201/1510 7 4025 SASH STOP 612244 ® 68 4051A 'SASH BOTTOM RAIL(HIGH SILL) 64051 B 4025 SASH STOP(EGRESS)1.126 LONG 612244 89 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318",6/8",OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 613ALCVR916 i 80 A GLASS,6/16"LAM,(1/8"!.090 PVB,1/8A) 11 #8 X.750 PH.PN.SMS 7634M 81 B.GLASS,6/16"LAM,(118"A,.090 PVB,118"HS) 12 BALANCE BOTTOM BRACKET 78ALTBKT 82 C.GLASS,5/16"LAM,(1/81HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42604 ® 83 D.GLASS,7/16"LAM,(1/8"A.090 P1,43,1)8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM,(1/8"A.090 P1/6,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR870 ® 85 F.GLASS,7/16"LAM,(118"HS,.090 PVB,1/8"HS) 17 4063 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM 10:1/8'T,AIR SPACE,5/16"LAM,(118"A,.090 PVB.l/8 A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM 10;1/8'T,AR SPACE,5/16"LAM,(1/8"A.090 131/8,1/814S) 19 #8-32 X 1/2"LO.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16''LAM 13;1/8'T,AIRSPACE,5/16"LAM,(118"HS,.090 PVB,1/8"1-1S) 21 4054C FIXED MEETING RAIL 640540 ® 89 J.GLASS,13/16"LAM 10;1/8"7,AIR SPACE,7/16"LAM,(3/16"A,.090 PVB,3/16"P 23 40080 SASH TOP RAIL 84008 90 K.GLASS,13/16"LAM 10;1/8'T,AR SPACE,7/18"LAM,(3116"A.090 PV8,3/18"HS) 25 1236 'WSTP.,.170 X.270 BACK,FIN SEAL 678160 91 L.GLASS,13/16"LAM 10;1/8'T,AIR SPACE,7/16"LAM,(3/16"HS,.090 PVB,3118"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/18"LAMI 10;1/8"A AIR SPACE,5/16"LAM,(1/8!•090 PV13,1/8'A) _ - 27 1016 #8 X.825 PH.FL.SMS 7858 _ 2.; 28 4007 SASH BOTTOM RAIL(LOW$LL) 812230 2 7 30 1226 WSTP.,BULB VINYL 670249 31 4008 SASH EIDE P.AfL • 612231 , 082 34 1288 SASH FACE GUIDE 42501 j 35 1622 LAM:SCTTINS BLOCK 3/3?"X25/Z4"Y 1" i 71622K 1130 3.'65f 36 1052 LAM ICI SETTING BLOCK 1"X 314"X1/16" 71052K I 37 5224 V1NY1_c')LA7 BEAD PULES MUCK) STP247W,K .062--° ___t. —58- 1225 s VINYL GLAZ.BEAD BULB(THIN) _ —_ 6TP246K 41 40390 GLAZING BEAD,6118 LAM.GLASS. 840398 O FRAME, I.F.HEAD 42 4044B GLAZING BEAD,6/16 LAMI WGRN-L KIT 844703 ®47 #4071!,6063 T6 44 4222A GLAZING BEAD,7/16"LAM 64222 46 985C GLAZING BEAD,7/16"LAM W'GRILL KIT 6985 ®48 FRAME,I.F.LOW SILL 46 4087 GLAZING BEAD,13/18"LAM I.O. 84087 #4072A,6063 TB 2' 47 4071A FRAME,LF.HEAD 64071 ® 48 4072A FRAME,I.F.LOW SILL 64072 ® PRODUCT REVISED 2.374-•- as complying with the Florida 49 4073A FRAME,I.F.HIGH SILL 64073 Building code Acceptance de I 60 4074B FRAME,I.F.JAMB 84074 6 GConhroI• •,Date 52 4009 SILL LATCH(EGRESS)(LOW SILL) 784009 .062 NOM 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 64 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 4.071 2. 1 55 1014 SCREEN FRAME(HOR.&VER.) 81014 1__. __--- .082 NOM 56 1830 SCREEN CORNER KEY VV/RINGS 71630 THICKNESS ``,‘1“1111/1,,, 57 1631 SCREEN CORNER KEY W/OUT RINGS 71831 \\No\.(NN MI//FR .,, 58 1073 SCREEN SPRING 7CASP 'p�.•'' NEE ''•.• 59 1824 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME, I.F.JAMB Az.. N>r$ 105 ), FRAME,I.F.HIGH SILL ® 5 #40746,6063-TS - �' No•58 = ® #40.3A,8083-7.8 (USED AS RADIUS TOP HEAD) ""--;* ' * I I W J.J. 10l07111 r NO CHANGES THIS SHEET o..atr� "0.':a 5.1N-1�I P:. RW,ty. DO: 1070 TECHNOLOOY DRIVE PARTS LIST %'P '••., FLORA°••'��: J.R. 04/01/11 CHALK+MEDCAP GLASSTYPE TOTEMPERED FROM HS NOKOMIS,FL34276 ma ��r 7,- ',, c t• r,,,,, F-'el-76'. ' , ALUM.SINGLE HUNG WINDOW,IMPACT /',i Fs'S IONP''0" `. 1ih9OB (.T:�it r Hr 137:. 1tA 1 ,, p NOICOOM,IS,,FL01274 rw.aaw' sates lank a."pw. rw A.LYNN F.K. 8/1/05 J.J. V23'07 Visibly Better SH700 NTS I 8 d 11 l 4040-20 D FL P.E.#58705 A,! I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 Or 47 n I.F.FRAME,e n o I� I 2.764 j oat I p ( 1i r---( 2.930 2.330 �j Hf1 1.363,( i ■ L t. 1 ( •062 t 6ar50 FLANGE FRAME HEAD awOOZA,6033 re k---2.734 1 ( °s i, ( tifilik.1.749—+•- � FLANGE FRAME SILL (LOW) 6 ar 50 � WELD O L�/ #40030,6063-Ts 1111 BOSS(2) SEALANT OR GASKET 2.710 i_ H-1.513_...!_,736 i AT HEAD AND SILL 0 k1.451-•T VIEW D-D VIEW E-E (1l1&VIEW HEAD&SiLL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) 6 1�\ SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION 0 FLANGE FRAME JAMB \/ #4025,6063-T5 #4053,6083.75 ' .060 #4004,8083-T5 (USED AS RADIUS TOP HEAD) —«1 1.165 1-+-- 678 1.342 I-- [ 2.326 -I 1,096 1 - .-1 } I ni 11' '..,,_—_2.2779----°"1 f` 362 .w._1.?49 �� GLAZING BEAD,5/16" (i (f #40398.6063-T5 2.455 1 1,979 062 i;7G7 362 O SASH SIDE RAIL .062 i �� #4008,6083-T5 4 21 FIX#40054AE6063HO 6A 2 #40060,T6 iH$-T6 CD SASH #4B�O BOTTOM RAIL(LOW) fj, .em 050 .678 1.098 1 iJ 42 GLAZING BEAD,5/16" PRODUCTREVISED#4 0448,6068-T5 .G4"sply�wlhthaFloridL3a ia Code 2.326_ j „ T (USEDWIGRILLKIT) A�ntocoNo,∎ ' • 3f4 � .082 �_.., , 1.0� ( i F,,,...,.n 2,$46 0 GLAZING BEAD 7/16” sy F .. . : 3.446 / ^ Miami Pmduct Control ,{}52 2.838 #4222,6063r5 + 4 ottlItlii, .050-- •878 0 GLAZING BEAD,13/16"IG �,\,,.. Y '''''. 4�f,f 4$ tip:•cc+NSrr'••.• f —2.784 1.115 I - rl ##4067,6083-15 y S:: ',...k 69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _*: Na,58705 #4050A,6063-T6 #4051A,6063-T5 #9850,6063.75 _ �t/2^^ C __ (USED WI GRILL KIT) 6%7.14 I s(LI L#1 Anwar. Dole flotOrkor J.J. 10t07H# D NO CHANGES THIS SHEET '�� svaeof " �` R..dar relic R.+Wa.: 1070 TECHNOLOGY DRIVE EXTRUSIONS&FRAME CORNER DETAIL ';O.c•••..FcoRi4"•••�a0.`` J.R. Do*0401/11 - NO CHANGES THIS SHEET NOSOMIS,FL 3+215 A11.LUM. .,j'+,`�`'•I{3IV At-t`\, {IFDATE FRAME CORNER ASSEMEI.VTO INCLUDE IF ALUM.SINGLE HUNG WINDOW,IMPACT ,, FJC 11/13178 8 A II: DFITEM 27 ALI OY. P.O.BOX 1529 swawar s x.e am"pM1. A.LYNNMILL ,P.E. am F.K. au9 enad.e,M 5 NOxOMi8,FL 34274 Visibly Better .K, SV1/t)5 J.J. 2f2W47 3t#700 Half 7 • 11 4040-20 b FL P.E.#58706 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 78.000 A, 3-#12 SCREWS ANCHOR TYPE: -`p 0 U Z o U 00 U c p U U 0 U U p U v p Z U c p U Z 2 ANCHOR LOCATIONS ARE BASED ASED ON THE WINDOW GLASS 2.0 N O�OM i O N Z,Z J O N Z"Z 2 O N Z—O ` O N O—Z M O N O—O .O N O' z O N O HO FOLLOWIING DIMENSIONS. WIDTH TYPE 0 0 0 0 0 0 0 0 0 0 0 0 0 U si 0 0 HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM H,I,J,K,L 112 1 1 2 111 112 212 112 2-12 212 212 12 212 212 2 212 212 2 2 2 2 2 2 2 2[2 2 3 2 2 3 3 8"MAX.BELOW MTG.RAIL ORNERS 1 1 1 19.125 � 1 1 �--- � �-_.-- - - -- -- --. ..- I .-- 1_— -,— � 1- 1 2 � 1 � 1 SILL-ANCHORS NOT REQUIRED A B,M 112 111 119 112 111 -112-212 112 212 212 212 212 212 212 2,1 2 212 272 21T 2 21i 2 212 212 213 212 313 ®NSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 H,I,J,K,L 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 � 3 3 212 212 213 212 21313 212 313 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 112 111 112 112 112 112 212 1[2 212 212 212 212 212 212 212 213 212 212 21.3 212 21-3 313 212 313 AREI"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 _1__1 1 1 _1 2 1_ 1 _2 1 1 2 1_ 1 5.DESIGN PRESSURE LIMITATIONS: 32.000 H,I,J,K,L 1[ 112 212 213 112 212 2 J 3-1-1-2 213 213212213' 213 21-3 212 213 313 212 313 3 4 312 313 314- 313 414 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,M 112 112 212 213 112 212 213 112 213 213 212 213 213 21-2:2- 213 313 212 313 314 312 313 314 313 414 OF ANNC ORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 PRESSURE DESIGN N H,I,J,K,L 2 2 1 J 2 212 213 112 213 2 3 212 213 213 212 213 213 213-2-13 3 4 213 313-314-35 314 315 313 41-4 RESPECTIVE SIZE 37.000 M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A P 1_... 1 — AVAILABLE. 12121122223122132132212132322232321321 3314123333433134353344 I e P!._-:F" 79 1 IC,D,E,F,G, 2 2 2 2 2 ' 2 212 2 2 2 2 2 2 2 2 1 2 I 2 2 2 2 2I 2 2 I 40.000 s H,I,J,K,L 2 2 1 2 2 1 7 3 21 > 2;3,1314-- , - -13 3f4 5 T3! s 112 1 I 1 12 _-13,v1312 2 213 213 213 2H 214 213 x'31314 J 5 313 314 4�� J�3i4 4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2-21-i 212 213- 2 3 212 213-213,21-321-3 214 213 313 314 213 314 315 313 314 41-4 313 414 PSF 79 TABLE KEY: C,D,E,F,G, 222x3 222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX 1 2 2 2 2 1 2 2I 2 1 2 23 23 212 313 214 213 313 314 213 313 31-4 213 314 315 313 314 415 314 415 •PSF 44.000 H,I,J,K,L 2 (DP LIMITED) 118 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 © PRODUCT REVISED A,B,M 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 HEAD unwmpl7ingwth the Hon1 a I T TT �- _._._�._._T__� T T_r_� T T T T T T T JAMB ABOVE©© "c epntmuode 1-%, •1¢ PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL Ex•,' w∎I�• x;r-r La16► 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3-3-13- 3 314 2r3 314 314 213 314 31-5 3-1-3- 3 3 4 315-31-3-415 416 31-4 515 JAMB MTG.RAIL Miami PedoProduct Ctro � —1— 1 —I 1 I ABM 2 _2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 3 2 2 3 2 2 212 21 7.12 2 2 2 3-2 Ti 2 3 3 4-2-13-4-3 3 4 21-3 314 -3-Ti 2 3 3 4 3 5 3 3 314 315 313 415 418.314 51.5 (FULL DP) \,Illslsllji, PSF 72 79 79 HEAD 2 \'N� �`(NN M!(IFRi/ C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE-2-F-3- �,ZO,.�\CENSE •., ■53.125 H,I,J,K,L 212 21 2 212 213 212 213 314 21 3 if-4 44 2 3 T 314 31 3 314 315 3 3 4 4 416 31-4 15 416 314 516 MTG.RAIL Z 41-, 55 105 :_• 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW _it: No. A,B,M 2222222 3222331-4213314 314 21 3 431 4 431933153r414 415 313 41 4�6 5 314415 MIG.RAIL Rear WIN 10107/11 Revisions:: NO CHANGES THIS SHEET " �.3�.'• S�PIEQ ..(�_. P T ANCHORAGE SPACING, 1/1 WINDOWS Revel J.J. D. MNtlwu 7070 TECHNOLOGY DRIVE i/0,<,,,..**..% LOR,,•• J.R. 04101/11 C NO CHANGES THIS SHEET NOKOMIS,FL 34275 t'r"' `� rdwax v.1 14 ANCHORAGETAB�E,q�ynryprES ALUM.SINGLE HUNG WINDOW,IMPACT .'Y, SIO�IAP P``. FJG ti/13/0B B ADD OP MAX WHEREANCHOROTYISR�STRICTEDBYSIZE P•OMIS,FL 2B ., ,,. m.wktNo R A.LYN(QIANILI84,P.E. paFK.. Ow: cn.oJ.J. Awe NOKOMIS,FL 34274 Visibly Better 8H700 NTS 8 d 11 4040-20 D FL P.E.#68706 F.K. 7/29/05 J.J. 2123/07 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYP\0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS ciO Z Zr>O z Zc''>O Z"Zr70 Z"ZMO z zr70 Z zr)O Z Zcho Z"Z 2. N NO 004 N0"0cmi NO 0cNi N0 OcsiQNO"0c-.iONO"QNONO"Ocii NO 0 FOLLOWING DIMENSIONS: WIDTH TYPE 0 0 5 0 0 5 0 0 5 0 0 5 0 0 3 0 0 3 0 0 5 0 0 HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-1157..1h4/2"MAX.FROM TOP CORNERS H,I,J,K,L '111 111 111 212 2I1 212 2I2 2 1 2 2 2 2 2 2 •2 2 2 2 212 2 2 2 2 2 2 2 2 3 2 AX.FROM BOTTOM CORNERS 19.125 1 1 1 1 1 . _..1... .21 1- z i 2 21 2 21 - 1 z 2I 2 312 3I 2 212 3I 2 6"MAX.BELOW MTG.RAIL A,B,M 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL•ANCHORS NOT REQUIRED 1 11 111 1-11 212 211 212 212 21 1'212 212 2 2 212 212 2 2 212 212 212 212 312 212 3312 3 12 212 312 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 ill i 1 1 212 i l l 212 21 2 212 212 2 2 2 1 2 212 212 212 312 312 212 312 312 212 3 1 2 312 212 312 AABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 _1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1__1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 111 11 1 111 21-2 i11 -2T 2 2 2-5 212 212 2�2 -2-1-Z 212 212 312 312.212 312 31 2 2-1 2 312 312,2T2 312 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE UMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 _2_ _1__ 1 2 1 1 1 1 _1 1 1 1 1 _1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L -T-111 -7-111 111 212 212 212-2 Ti 21i---2- 21 P 313 212 3 3 31-3-ill-31-S 3r3 2 2 3]3 4 3 3 2 4 3 4 3 312 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATEA 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M _ _ __ _ _ _ _ _ ___ OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 111 11 1 111 212 2�2 21-.2 21-3 212 212 313-212 313 313 2 313 313 212 3 3 413•3f 2 41-3 413 3T2 4(3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTH RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 I 1 2 2 1 2 2 112 AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1 -i1-:1- 111 2 1 a 2(-2--21-2- 2 3 212-2] -31-3- 3 3 212 3 3 13 3 1 3-4-1-3 3 3 3�2t3 3 -4173 312 413- 41 T.4-21-4 Ti. AVAILABLE. A,E,',:1 1 I 1 1 2 1 1 2 1 2 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 1111111 212 2121212 2131212 213131312[2 3131313131314 3 313 3121313 41313121413 4141321413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 T 2 21 2 2 2 2 2 2 ' 2 2 F 2 2 2 2 2 2 2 2-1-2 40.000 H,I,J,K,L 11111111 2222212232123333223345334333334341433413414335T3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 -2T2-21 2 2 i 2 213.212 3F2 3 1 3 2 1 2 3 3 413 3 1-3 -4 Ti 3T3 3T3 4 3 4-4 35 413 414 313 513 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 _2 2 •PSF 44.000 H,I,J,K,L 111 111 111 212 2�2-1-212 313 212 -1-1-313-'71.3141-21-3-1-r-313 4-14 31-3 413-T4147-1-313 413-1-414 313 -T-413-4-1.-4.-31-3- 814 (DP LIMITED) 117 °RODUCT REVISED A,B,M 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 _2 2 2 2 _2 2 2 2 2 HEAD 3 as complying with IhaFlotids 111 111 111 ill 212 2 2 313 212 3 3 374 2,3 313 41 4 -3-T-3-- 3 413 41-4 31 3 4.1 3 414 313 413 414 3Ti 574 JAMABAGB L313 iId��gcNoIl 1pl .1 PSF 45 74 51 74 79 79 xpir •' Bto - C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW OF 48.000 H,I,J,K,L 111 111 111 212222233212333[4333T4T4334444334144r4 41 3 51 4 4 41 4 41-3 5 MTG.RAIL Mlami ado Product coml. A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 111 212 212 2 2 3 3212 31 3 314 3-13 13 414 3 3 4-1-4-4T4-7-3 3 41^4 4T4 413 514 41-4----F4 -6F-4-4 (FULL DP) �A1Ill I I IIIi,, PSF 41 87 46 67 76 79 HEAD_2 \`\.‘�y C. MI.4<F////•C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2__3 3__ 2_ _3 3_ 2_ 3 JAMB ABOVE 212 ;,`v..*s>GENSE R• 53.125 H,I,J,K,L 1 1 1 1 1 1 1 2 2 2 r-21-i 3 3 31-3 �3 414 3T3 41.4 41-4-3-1-3- 3 414 414 313 4r4 515 413 5 4 515 413 514 JAMB BE OW� '* ND,58105 2 2 2 2 _2 2 3 2 2 _3_ 2 3 3 2 �3_ 3 2 2 3 2 3 3 2 3 04 A,B,M -1-17-1 111 111 2 2 21-2 212 313 313 3;3 414 31-3 414 41-4 313 14 414 313 414 514 413 514 6T4..47-3-- 514 MTG. = a 1010 H :w- R"J.JJ. 10/07/11 R�D NO CHANGES THIS SHEET o :� '•. 9T/`T Qp 6- R 11r wr: R.wMB,a 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW :-12.--,0A1,•.... pLO . J.R. 04/01/11 C A�li9NDBS HORQTYISRESTRICTEDBYSIZE. NOKOMIS,FL34275 1AK �� SS(ONAL��` Bender O R.M REVISE ANCHORAGE TABLFANDNOTES. — ALUM.SINGLE HUNG WINDOW IMPACT //, F.K. 11/13/06 B ADD DP MAX.WHERE ANCHOR°TY IS RESTRICTED BY SIZE P.O.BOX 152S I 1 Own Br Dab: Chocks,0),arc NOKOMIS,FL 34274 Vy/bjy Beum. S.d.'4°'e onmitp a w,� A.LYNry MILLEf�,P.E. F.K. 7/29/05 J.J. 2/23/07 I 3N70o NTS 9 a 11 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: \ 17.125 22.668 28.211 j 33.754 39.296 44.839 50.382 55.925 2-1!4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ❑ 0 0 o 0 0 o 0 0 ❑ 0 U ❑ v O ❑ U 0 ❑ U 0 ❑ U 0 3-#12 SCREWS WINDOW GLASS,<":1 0N2 ZMONZ ZmONZ..- ZCONZ_ZmONZ ZchONZ ZC)ONZ ,_Zc'?ONZr• z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WIDTH TYPE 0 O N y� 0 U N 0 0 4$ 0 O N 0 O N 0 O N 0 O N 0 0 ®HEAD 18 1 2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 1/2"MAX.ABOVE THE MEETING RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6" RAIL 24.000 15"MAX.FROM MTG.BOTTOM CORNERS - _-. FROM TT R K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM __-..-_____. . ._..____,.._ VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 ®WINDOWS ARE 125/8"MIN.TO 38"MAX. PSF 79 79 79 79 ,5 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR /fie FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GL GLASS TYYPPE IS S E SCZEAND _-- -------6--: - -- - - K,L 1 1 1 2 2 2 3 3 _ 3 4 4 4 5 4 5 5 4 6 5 -4-6 - _5 6 AVAILABLE. PSF 71 79 63 - 7- _- 74 66 77 69 69 TABLE 7.KEY: '1 79 64 f 53.125 D,E,F,J, 2 L 2 2 2 2 2 3 2 2 3 2 1 3 { 3 2 3 3 ! 2 3 3 2 3 3 2 1 3 ------ --------- ---- 1 K,L 1 1 1 1 2 j 2 1 2 I 3 1 3 3 4 ( 4 1 4 1 5 f 4 I 5 1 6 1 5 -8-I. 0..L 5 6 I 5 7 1 NIAX 4�SC (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMB-S BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD_2 - TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE: \ 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- o Q Q (FULL DP) WINDOW N Nl O o n, Z _ Z M 8 t„ o _ o . ' 2 th g N Z o M g o - 0 M N 0 - N N 0 o M g O HEAD _2_ 5 O 8 N 8 O N O O N 8 O N N J 8 - 8 WIDTH JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL t RoDUCT REVISED 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 „complying with theptorlde 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 a,, pi nce No ., 37.000 2 1 1 2 2 79 212 3 1 2 1 3 3 1 2 1 3 3- 3 1 3 3 3 3 4 1 3 3 4 3 1 4 ,& TABLE 8.KEY: E .,,1n'cones► 40.000 74 MAX PSF 2 1 2 2 2 2 2 3 1 2 13 3 1 2 13 3 1 3 1 3 41 3 1 3 4 3 1 4 41 3 14 (DP LIMITED) 112 44.000 68 78 JAMB BELOW 2 \```st11YNNf ff't''/i 2 1 2 1 2 2 2 2 3 2 1 3 3 1 3 3 4 1 3 3 4 1 3 1 4 5 1 3 1 4 5 1 3 4 MTG.RAIL `�\,C\4.G1_NS f/L4c-,', 48.000 2 2 2 2? 2 72 3 2 1 3 4 3 3 4 1 374 4 3 4 5 1 3 4 5 3 4 (FULL DP) .*' _ No.58705 '; 73 58 66 72 JAMB BELOW 2 = 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 ( 3 5 s 3 5 MTG.RAIL - . A *1 ,a= Reeder. MON Rewl:1m ''0 '•• 1 •fC/ STAT OF J.J. 10107/11 D NO CHANGES THIS SHEET ANCHORAGE SPACING,CUSTOM VIEW O- •. P1.0 P•-• ('jam` Real Bp dr.: R.wlaa 1070 TECHNOLOGY DRIVE J.R. 04/01/11 C NO CHANGES THIS SHEET NOKOMIS,FL 39278 ,tk ,,',..SS`/ON AL t? FJC d1 : 205 g r lfOR J�prES. ALUM.SINGLE HUNG WINDOW,IMPACT !' F.K. 11/13/06 B ADOQP�WHEREANCNORQTf/3RESTRfCTEDBYBIZE P.O. 1� 0faftM, rw A.LYNN INILLttF�,P.E. oieen ey. Oahe Checked Sy MY: NOKQMIS,FL 34274 1/Lttbly Better F.K. 7/28/05 J4 2/29/77 I SH700 NTS 10 d 11 4040-20 0 FL P.E.#58705 . . EXTERIOR INTERIOR ®NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),k, 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(05)OR 1 A(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE • • •• •. .•13/8"MIN.,1/4"TAPCON® .�� TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •.• _ -: *3/4"MIN.,1/4"CRETE-FLEX _ 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" OPTIONAL lx = THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK : MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) ��_�� (_� ■ _j—=_ 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" L j 1/4" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. T MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN ® INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4" 13/8"® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM I-"-- MIN.. 1/4"MAX.SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TOMIT EEL SCREWS,THAT COME INTO CONTACT �•"i's WITH OTHER DISSIMILAR MATERIALS SHALL ET THE REQUIREMENTS OF FBC CURRENT, i�� 1/11 � I11i!)1JJJ EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). CONCRETE ANCHOR. ��■ r, WOOD ANCHOR, SIN FH BELOW MEETING INILT"�IV FH BELOW MEETING,A, '.n,,„„,, „„,„„,„ RAIL.(SEE NOTE 1&3)® l ui IIi A1.it nf,Inln.. RAIL.(SEE NOTE 2&3) 1 • 3.35 KSI MM.CONCRETE 1 INTERIOR A..,.r,”•, OR 1.5 KSI MIN.CMU A (ALL JAMB DETAILS) • EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK �I SUBSTRATE(SEE NOTE 4),)1 (SEE NOTE 4)A `\j I DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. I� SHIM 1/4" WOOD FRAME MAX UV Q r�._— [SHIM FRODUCTREVISED --WOOD FRAME C T as complying with the Florida .....---a1 131"DIA MIN. I,II���In11111fl�I `' AoccptanoeN I" 0 B.1¢ I El I 1 Exp•.:�•,a)ate- '//F'' ZO1�M =;��j�• x 2 1/2"NAIL, I""•" .131"DIA.MIN. �� ]::_ ` AT CORNERS x 2 1/2"NAIL, �' AND 5"O.C. Miami p'dap-. uct CoMro AT CORNERS ��'///111111 �'� WOOD FRAME AND 5"O.C. 11111171117 IItllifll i- 1/4"j L x 21/2 NAIL, Ilill \\....,0,...4 \,YNNI4,u, '//,i MAX. AT CORNERS \ Del ,,."..••1(F� %i SHIM \ 'l�r••�\pENSF AND 5"O.C. w 4.: •._ ' DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) _. • to.56705 TYPICAL INTEGRAL FIN ANCHORAGE ® = � y w= Rmtd By Paw R"Wbm• .- J.J. 10/07/11 0 NO CHANGES THIS SHEET ANCHORAGE DETAILS ',Q STA l> • �.' R"�l* Doke !inlay's: 1070 TECHNOLOGY DRIVE FLOR\�,.'�C�, J.R. 04/01/11 C NO CHANGES THIS SHEET NOKOMIS,FL 34275 1°K ,,,?'... N.• �C',\\ b, D' R•ww.: ADD INTEGRAL FIN ANCHORAGE UPDATE&REORDER NOTES. — ALUM.SINGLE HUNG WINDOW,IMPACT ,, �0 `� F.K. 11/13708 B ADD NOTES 7.UPDATE CONCRETEEMBEDMENT DIM. P.O.BOX 1529 �, a a,,y�,y an A.LYNO MILLER,P.E. FFJ( 81/05 J.JJ. �J/07 NOKOMIS,FL 34274 Visibly Better si7oo NTS 11 . 11 4040-20 D FL P.E.#58705 Form W-9 Request for Taxpayer Give Form to the (Rev.December 2011) Identification Number and Certification requester.Do not Department of the Treasury send to the IRS. Internal Revenue Service Name(as shown on your income tax return) TED STARR CONSTRUCTION INC. N Business name/disregarded entity name,if different from above a Check appropriate box for federal tax classification: C o ❑ IndividuaVsole proprietor is C Corporation ❑S Corporation ❑ Partnership ❑Trust/estate o.• o o ❑ Limited liability company.Enter the tax classification(C=C corporation,S=S corporation,P=partnership)•► ❑Exempt payee 0 a ❑ Other(see instructions)• E; Address(number,street,and apt.or suite no.) Requester's name and address(optional) 0 N 648 NW 50th DR. CITY OF OKEECHOBEE City,state,and ZIP code 55 SE 3rd AVE. rn OKEECHOBEE FL.34972 List account number(s)here(optional) Part I Taxpayer Identification Number(TIN) Enter your TIN in the appropriate box.The TIN provided must match the name given on the"Name"line I Social security number to avoid backup withholding.For individuals,this is your social security number(SSN).However,for a resident alien,sole proprietor,or disregarded entity,see the Part I 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. Note.If the account is in more than one name,see the chart on page 4 for guidelines on whose Employer identification number number to enter. 6 1 - 1 4 3 3 3 5 5 Part II Certification Under penalties of perjury,I certify that: 1. 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. I 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. I am a U.S.citizen or other U.S.person(defined below). 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 required to sign the certification,but you must provide your correct TIN.See the instructions on page 4. Sign Signature of / /;zo,g Here us.person Date► 61- 2 4 General Instructions Note.If a requester gives you a form other than Form W-9 to request your TIN,you must use the requester's form if it is substantially similar Section references are to the Internal Revenue Code unless otherwise to this Form W-9. noted. Definition of a U.S.person.For federal tax purposes,you are Purpose of Form considered a U.S.person if you are: A person who is required to file an information retum with the IRS must •An individual who is a U.S.citizen or U.S.resident alien, obtain your correct taxpayer identification number(TIN)to report,for •A partnership,corporation,company,or association created or example,income paid to you,real estate transactions,mortgage interest organized in the United States or under the laws of the United States, you paid,acquisition or abandonment of secured property,cancellation •An estate(other than a foreign estate),or of debt,or contributions you made to an IRA. Use Form W 9 only you are a U.S.person(including a resident •A domestic trust(as defined in Regulations section 301.7701-7). alien),to provide your correct TIN to the person requesting it(the Special rules for partnerships.Partnerships that conduct a trade or requester)and,when applicable,to: business in the United States are generally required to pay a withholding tax on any foreign partners'share of income from such business. 1.Certify that the TIN you are giving is correct(or you are waiting for a Further,in certain cases where a Form W-9 has not been received,a number to be issued), partnership is required to presume that a partner is a foreign person, 2.Certify that you are not subject to backup withholding,or and pay the withholding tax.Therefore,if you are a U.S.person that is a 3.Claim exemption from backup withholding if you are a U.S.exempt partner in a partnership conducting a trade or business in the United payee.If applicable,you are also certifying that as a U.S.person,your States,provide Form W-9 to the partnership to establish your U.S. allocable share of any partnership income from a U.S.trade or business status and avoid withholding on your share of partnership income. is not subject to the withholding tax on foreign partners'share of effectively connected income. Cat.No.10231X Form W-9(Rev.12-2011) TED STARR CONSTRUCTION INC. Estimate 648 NW 50th DR. OKEECHOBEE, FL 34972 Date Estimate No. It 8/5/2013 9 Name/Address OKEECHOBEE CITY-POLICE WINDOWS Project Description Qty Rate Total REMOVE AND INSTALL 17 NEW IMPACT 17 1,185.00 20,145.00 INSULATED WINDOWS PER CUSTOMER SPECIFICATIONS Total $20,145.00 Phone# Fax# E-mail 863-697-9713 863-763-2949 starrman49 @yahoo.com