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Contract: Life Style Exterior Products REQUEST FOR PROPOSALS CITY OF OKEECHOBEE CHAMBER WINDOW REPLACEMENT PW-04-00-07-13 OPENING DATE AND TIME: AUGUST 6, 2013 at 10:00 a.m. floor Iw cy°(35 #1104 k 4.11 Ilk 0 r- mmujilw- CITY OF OKEECHOBEE CITY COUNCIL CHAMBER WINDOW REPLACEMENT Bid No. PW 04-00-07-13 JAMES E. KIRK, MAYOR DEVIN MAXWELL MIKE O'CONNOR DOWLING R. WATFORD, JR. CLAYTON WILLIAMS BRIAN WHITEHALL, CITY ADMINISTRATOR TABLE OF CONTENTS PW 04-00-07-13 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 CHAMBER WINDOW REPLACEMENT PW 04-00-07-13 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 Chamber of Commerce (22 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 04-00-07-13 Public Works Department 1 SECTION I PW 04-00-07-13 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 04-00-07-13 Public Works Department 2 SECTION II PW 04-00-07-13 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 04-00-07-13 Public Works Department 3 SECTION III PW-04-00-07-13 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 04-00-07-13 Public Works Department 4 SECTION IV PW 04-00-07-13 BID FORM Licesrvk 6 eb e Poç(vc1) (BIDDER'S COMPANY NAME) m City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 I have received the documents titled Chamber Window Replacement, PW 04-00- 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. i6/PA/ / City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 5 BID UNIT PRICE SCHEDULE PW 04-00-07-13 CHAMBER WINDOW REPLACEMENT ITEM NO. DESCRIPTION UNIT EST. UNIT PRICE AMOUNT MEASURE QUAN. 1 Window replacement,Chamber of Commerce Each 22 $ 915.00 $ 20,130.00 Total Bid $20,130.00 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 August 2nd, 2013 Bidder Lifestyle Exterior Products, Inc. ComponyNanie' • By AIM/ (Signotr,e; By Gary McMahon (Printed Nome) Title President Mailing Address 206 Center Road Fort Myers, FL 33907 E-Mail GMCMAHON @LIFESTYLEEXTERIOR.COM Office Number 239-274-0046 Fax Number 239-274-0056 City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 6 SECTION V PW 04-00-07-13 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 window replacement services? 8 1/2 Years 2. Have you ever failed to complete work awarded to you? If so,where and why? NO 3. The following are named as three (3) corporations or individuals for which you have performed work and to which you refer. Croci USA - GCM Contracting Khron Investments, LLC. City of Fort Myers - Edison Restaurant : t 2, 4. Have you personally inspected the proposed work and verified the quantities in the proposal. YES 5. Will you sublet part of this work? If so,give details. NO City of Okeechobee Project No. PW 04-00-07-13 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. (If 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.) Lifestyle Exterior Products, Inc. (Correct name of bidder) (a.) The business is a Corporation (b.) The address of the principal place of business is: 206 Center Road Fort Myers, FL 33907 (c.) The names of the corporate officers, or partners, or individuals doing business under a trade name are as follows: Gary McMahon Liviu Matasa City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 8 Section VI PW 04-00-07-13 Performance Bond Project Name: Chamber Window Replacement Bid No: PW 04-00-07-13 Bond No: Know all men by these presents that: Lifestyle Exterior Products, Inc. (Name of Contractor) 206 Center Road, Fort Myers, FL 33907 (Address of Contractor) a Florida Corporation (Corporation, Partnership,or Individual) hereinafter called Principal, and hereinafter called Surety, are held and firmly bound unto: City of Okeechobee (Name of Owner) 55 S.E. Third Avenue, Okeechobee, FL 34974 (Address of Owner) hereinafter called Owner, in the penal sum of dollars, ($ ), 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 such that whereas, the principal entered into a certain contract with the owner, dated the day of , 2010, 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 04-00-07-13 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 04-00-07-13 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 (Number) counterparts, each of which shall be deemed an original, this day of , 2013. ATTEST: Principal By Principal Secretary Name Name Title (Corporate Seal) (Address) Witness as to principal Witness as to principal ATTEST: Surety Surety Secretary Name (Corporate Seal) By Attorney-in-Fact Witness as to Surety Name Address City of Okeechobee Project No. PW 04-00-07-13 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 04-00-07-13 Public Works Department 12 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 04-00-07-13 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: (Contractor/Vendor) 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 (Contractor/Vendor) 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 04-00-07-13 Public Works Department 14 SECTION VII PW 04-00-07-13 AGREEMENT This AGREEMENT is dated as of the 20 day of August in the year 2013, between the City of Okeechobee(CITY) and Lifestyle Exterior Products, 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 22 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 04-00-07-13 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 04-00-07-13 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 04-00-07-13 Public Works Department 17 • Contractors 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, including 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 04-00-07-13 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 em k'- 5,. '2) City CONTRACTOR Corporate Seal Corporate Sys/ / .,. By: By: LiTri:lir .des E. Kirk .yor Attest: (2'1 0 Lane Gamiotea, CMC Name: �,' Y /2`/Y'•111-41-41 City Clerk Title: P,eEPleev Attest: Title: 441( 15171 telt Addresses for giving notices: CITY CONTRACTOR City of Okeechobee L i/EST � 6,71e/a/ Z/a c4 /''&• 55 SE 3,d Avenue &clo ee7J-rfe 4' AQ Okeechobee, FL 34974 Foe-r- yfe FL spa-7 Florida State Contractors License No: 6a6 -/5/659 Approved as to form and legality for the use and reliance of the City of Okeechobee only. John R. Cook, City Attorney City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 19 SECTION Vili PW 04-00-07-13 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 04-00-07-13 i ubiic works Department 20 SECTION IX PW 04-00-07-13 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 04-00-07-13 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 04-00-07-13 Public Works Department 22 ATTACHMENT A PW-04-00-07-13 NO LOBBYING AFFIDAVIT STATE OF FLORIDA COUNTY OF This 2nd day of August 20 13 Gary McMahon being first duly sworn, deposes and says that he/she is the authorized representative of Lifestyle Exterior Products, Inc. (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 restri s in re.. o I. solicitation. Affiant Sworn to (or affirmed) and subscribed before me this �-nd day of 4 u.avS-( _-_, 20 13, by 6-a 0/ LAIt he 9,414 : DAVID M MEDRANO Signature of Notary Public .": MY COMMISSION#EE853080 State of Florida "'I:4;s EXPIRES November 19,2016 -- 407)39 8-0 153 Fbrds�0om JLQ✓ ��(/ an d Print, Type or Stamp Commissioned Name Personally Known V OR Produced Identification Type of Identification Produced City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 23 ATTACHMENT B PW-04-00-07-13 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 other 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: Lifestyle Exterior Products, Inc. By (printed/typed): Gary McMahon By (signature): ..01• z Title: President Mailing Address: 206 Center Road City, State, Zip: Fort Myers, FL 33907 Telephone No.: 239-274-0046 City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 24 ATTACHMENT C PW-04-00-07-13 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: 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 so. Lifestyle Exterior Products, Inc. 206 Center Road Name of Business Mailing Address Fort Myers, FL 33907 City, State & Zip Code 239-274-0046 / 239-274-0056 Autho ize Signature Telephone Number/Fax Number GARY MCMAHON - PRESIDENT GMCMAHON @LIFESTYLEEXTERIOR.COM Name &Title, Typed Email Address State of Florida County of LEE This foregoing instrument was acknowledged before me this? � day of Musk___, 201 by __�gr�r ►��i!'�a�� , who is ersonally known to me or produced as identification. DAVID M MEDRA.N-Q_ — MY COMMISSION#EE853080 Signature of Notary .."xc'W. EXPIRES November 19,2016 City of Okeecho ?98.0753 F10fdiNOti''S""`°°°'" Project No. PW 04-00-07-13 Public Works Department 25 AT -A„CIHMENT D PW-04-00-07-13 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. I. This sworn statement is submitted to CITY OF OKEECHOBEE, FLORIDA by: Gary McMahon - President (print individual's name and title) for: Lifestyle Exterior Products, Inc. (print name of entity submitting Sl1'0117 statement) whose business address is: 206 Center Road, Fort Myers, FL 33907 and (if applicable) its Federal Employer Identification Number(FEIN) is: 20-1753947 (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. 1 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 04-00-07-13 Public Works Department 26 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). ® 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 INFO TION CON DIN THIS FORM. n Sworn to and subscribed before this day of J`t1/av5-f- , 20 (3 . Personally known OR Produced Identification Type of Identification Notary Public— State of Florida I My Commission Expires: I 9/I'6 Ji~:git. DAVID M MEDRANO SEAL OR STAMP ..R.' r, -.• : MY COMMISSION#EE853080 4,;�! -; EXPIRES November 19,2016 4 007)398-0153 F10r4aMo ySsrvice corn City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 27 ATTACHMENT E PW-04-00-07-13 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 x Name(s) Position(s) Firm Name: Lifestyle Exterior Products, Inc. By (Printed): Gary McMa By (Signature): Title: President Address: 206 Center Road Fort Myers, FL 33907 Phone Number: 239-274-0046 City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 28 ATTACHMENT F PW-04-00-07-13 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 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. Lifestyle Exterior Products, Inc. Company Na *7,2zz, Signature President Title 08/02/2013 Date STATE FLORIDA COUNTY OF LEE Sworn to (or affirmed) arid subscribed before me this -Z._ day of P St 20 13_, by ate/ AVG?liort who is personally known or has produced as identification. Notary Public— State of Flor da (stamp) ale ; DAVID M MEDRANO MY COMMISSION#EE853080 , EXPIRES November 19.2016 43.coNs3 FrondM1otarySwvrc®.COn+ City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 29 ATTACHMENT G PW-04-00-07-13 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 co • ully with the above requirements. Date: g'•Z',2 043 Signature: Company: Lifestyle Exterior Products, Inc. Name: Gary McMahon Address: 206 Center Road Title: President Fort Myers, FL 33907 Phone Number: 239-274-0046 City of Okeechobee Project No. PW 04-00-07-13 Public Works Department 30 ATIACHMEN3 H PW-04-00-07-13 PERMIT FEE SCHEDULE 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: I. 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 I. 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 04-00-07-13 Public Works Department 31 C. Mechanical and 'Rliscellaneoiis 1. Plumbing New Structure,Additions and Alterations-540.00 plus S1.00 per thousand of total valuation S40.00 minimum 2. HVAC New Structure, Additions and Alterations-S40.00 plus S1.00 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(Test changes,Lexan face replacement and Nall mounted Signs less than 324:-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 04-00-07-13 Public Works Department 32 MIAMI MIAMI—DADE COUNTY,FLORIDA COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 266 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.mlamidade.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 been reviewed 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(AHJ). 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 AHJ(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 Expiration 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 the 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 purposes 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 D.Gascon,P.E. NOA No. 11-1013.14 CLT73:r'Vii,1 T+1,0 ;SP ROVED ,V �t�,f'% Expiration Date: March 26,2016 J ‘01r� �t 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 08/11/05, 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) .i. 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 Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) 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-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 1. 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. • Jaime D.Gasco I,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 Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo 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. 1 Pr • Jaime D.Gas .n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 • A GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6/16'LAM CONSISTING OF(2)LINES OF V6'ANNEALED GLASS WITH A.046 DUPONT BUTACITE OR BAFLE%MEEPSAFE MAXIMUM PVB INTERLAYER. 8.6116'LAM CONSISTING OF(1)LRE OF 1AP ANNEALED GLASS AND(1)LITE OF 1AY HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB IHIERIAYER. C.9/16'LAM CONSISTING OF(2)LIMES OF 1A'HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEXAMPSAFE MAXIMUM PVB ME LAYGt. D.7/16'LAM CONSISTING OF(2)LUTES OF 3116'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB I TERLAYER. E 716'LAM CONSISTING OF(1)UTE OF 3/16'ANNEALED GLASS AND(1)UTE OF 3116'HEAT STRENGTHENED GLASS WITH AN AID DUPONT BUTACITE OR SAFLEXAOEEPSAFE MAXIMUM PVB. F.7/16'LAM CONSISTING OF(2)117ES OF 3/18'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEIUREEEPSAFE MAXIMUM P48 INTERURER. 0.13/18'LAM 10:(1)LITE OF 1E'TEMPERED GLASS,AN AIR SPACE AND or LAM CONSISTING OF(2)LITE8 OF 1/8'ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFlDOKEEPSAFE MAXIMUM PVB IMERLAYER NOA DRAWING MAP A H.13/15 LAIN D:(1)LITE OF 1A'TEMPERED GLASS,AN MR SPACE AND 616'LAM CONSISTING OF(1)ME OF 111'ANNEALED GLASS AND(1)RITE SHEET OF 1W HEAT STRENGTHENED GLASS WITH A MD DUPONT BUTACITE OR SAREEKEEPSAFE MAXIMUM P48 INTHBAVER. GENERAL NOTES.........._.i I.13/16'LAM D:MUTE OF 1/W TEMPERED GLASS,AN AIR SPACE AND 6116'LAM CONSISTING OF(2)RITES OF 1/8"HEAT STRENGTHENED GLASS GLAZING EL NOTES..._........2 WITH AN.090 DUPONT BUTACITE OR SAFLEXAEEPSAFE MAIOMUTA PVB NTERNAYER PDEAIL.. ...._.2 J.13116'LAM IG:(1)LRE OF 1W TEMPERED GLASS,AN AIR SPACE AND 7/16'LAM CONSISTING OF(2)U7E8 OF 3116'ANNEALED GLASS WITH A ELEVATIONS-. 4 ASO DUPONT BUTACNTE OR SAFLEXAEEPBAFE MAXIMUM PM NTERLAYER. _ K.13116'LAIN 10:(1)RITE OF 1W IFAr§ffla GLASS,AN AIR SPACE AND 716'LAM CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)UTE OF 3116'HEAT STRENGTIEFED GLASS WITH AN.000 DUPONT BUTACITE OR SAFLEXAEEPSAFE MAXOMUM PVB. L 13116'LAMA 1G:(1)LITE OF 1W TBEPM GLASS,AN AR SPACE AND 71W LAM CONSISTING OF(2)RITES OF 3/16'HEAT STRENGTHENED GLASS PARTS810N9....._..__.._...7 WITH AN.090 DUPONT BUTACITE OR BAFLEXAEEPBAFE MAXIMUM PVB NTERLAYFA CORNER DETAL..._ 7 eM.13/16'LAM OM(1)UTE OF 1/15'ANNEALED GLASS,AN MR SPACE AND 6/10'LAM CONSISTING OF(2)RITES OF 1AM ANNEALED GLASS WITH AN.060 DUPONT BUTACITE OR SAFLEE EEPSAFE MAXIMUM PVB MERLAYLR. 2.CONFIGURATIONS:"OX'(1/1,VIEW AND RADIUS TOP,AU.W/LOIN OR HIGH 81.1.OPTION) e3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130602. B.POSITIVE E DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TINS PRODUCT.SEE SHEETS 9 THROUGH It FOR ANCHORAGE DETAILS. 3 SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. e7.REFERENCES:TEST REPORTS FT44045,FTI.'4640,FT44647,FTL-4646.FTL-4819,F'TL.4660,FT44661,FTL-4723,FTL14067,FTL-4968 AND FTL-9083. ANSYAFSPA NOS-2001 FOR WOOD CONSTRUCTION ADM2000 AIUAANUM DESIGN MANUAL MmODLTREVISED 6.SERIES/MODEL DESIGNATION SHED,ALSO REFERRED TO AS 811701. ��71ah W PIItlAI No S.THIS UR PRODUCT HAS BEEN DESIGNED I TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE 61V11Z)• D eh is Camol� LVHN ti 9 0106 Ho, 'MS : FL .W- 0. to L .u :W` ii asolre ±oast `a 2010NOCHWtlE GENERAL NOTES IX PP PfN36I "•C G!A>74I OPI/ON8 ' �FLA/M�aR 0691/11 CNMO®CPIA8I TYPE 707®I5®RIOLNE 1010611111. MN .0 aNWEMOTEOSS7 AD NOTE IADDanwTwer gmr ALUM.SINGLE HUNG WiNDOW IMPACT IONap� A.LY 1E0' P`Y(.E .r 7D 1R wwr w X . 1.567 I O NTS I 11 I 404020 r D = FL P.E.0 96706 A NOTE: O 0 LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3118'WRH NO CHANGE �� IN DESIGN PRESSURE. CD 1111 II GLASS BITE © in I II GLASS BITE ® ® m 01 0 ar> (ALL SECTIONS) 80,81 or 82 I/ , 85 /ilIl 8384 or m tiL...1 .Ur ANNEALED OR STRENGTHENED GLASS 3N0AME L OR STRENGTHENED GLASS EN S SOWTIA OR DUPONT PVB INTERLAYER A80 SOLUTIA TLA O DUPONT PVB INTERULYER I 1/8"ANNEALED OR HEAT STRENGTHENED GLASS NW ANNEALED OR HEAT STRENGTHENED GLASS SI15"NOM. me"LAMNATED 6/18"LAMINATED GLASS 7/18"LAMINATED GLASS O i�11 0 III p iII'( II :Ire 0 i. II G�SSSTE i'III' © ® 0 A 89,90 or 91 'ilili Rw DRdi Midas Cob Aee.p N. • 1S"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 4 .000 SOLUTIA OR DUPONT PVB INTER LAYER MI's. A80 80LUTIA OR DUPONT ANS INTERLAYEi 1AP ANNEALED OR HEAT STRENGTHENED GLASS stir �� MN'MMEALED OR HEAT STRENGTHENED GLASS r t N i i I I i,�� LAMINATED 11111 AR SPACE AR SPACE ,sy‘,114N Mk f... "• * �1AT ANNEALED OR T� g GLASS® Limo= 1T TEMPERED GLASSA P. tat .. % 13/18"NOM. /3/1C NOM. .. , 13/16"LAMI IG GLASS W/5/18"LAMI 13/18"LAMI IG GLASS W/7/18"LAMI _J`' ND' _ o• J N N LX GLAZING DETAILS '''„N'''.?' ATE o '. J.J. MOMS 0 NO OWNS!TO MINT "�" BT z• N.IA Ne it MII T[OOOL00Y DRYS FLOM..'..: Jx MOM C CNJMDLDCAPMAW 7YPE TO TH1�FROMM NONOMM M. MA ._ 11/1!81 5 ADD MOM?TOWSILANL1LOlA8B(AAA)1LMYICM07E P I5IiM ALUM.SINGLE HUNG WINDOW IMPACT SSIONAL,. ik sr �"M rs NOWNIN.RUM v,i6 MIN.s ra* rL A. k LYNN MLLEA�P.E. Fx"'VIM .L MZ107 I MOOD I Flt I 2 •11 I /110,10 1 D PL P.EaY 5670E 11M FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION,&o TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW WIGHT WIDTH _ GLASS TYPE Sr 05 W 7$- 7r 74• T5 MEETING RAIL 4r ARM 400.0 40.0 4000 40.0 440.0 20.0 400.0 400 +e00 400 +44.0 40.0 +00.0 -00.0 or ADM +000 40.0 +00.0 40.0 +44.0 40.0 +0.0 -00.0 +00.0 40.0 400.0 40.0 +W.0 -70.0 I + or A,661 +500 -00.0 +60.0 40.0 +10.0 40.0 400.0 -00.0 +70.6 -70.6 +77.3 -77.3 +76.0 -78.0 .5. N U5 A,R,M 4400 460 N00 40.0 +700 -70.0 443.2 .702 +70.6 -70.6 +75.4 -70.4 +74.0 -TEE W TO N 1161 CnD,E.F,G,H,LAI L +000 40.0.4000 40.0 400.0 40.0 +44.0 -00.0 440.0 40.0 4000 40.0 4000 400 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FN WINDOWS WI HIGH SILL OPTION® TABLE 2 /- B ASED ON FLANGED WINDOW TP TO•TP FRAME DMlNSIONS WOW 1116011T "0' WIDTH GLASS TYPE 38 315 4r 00 W Sr 7r 7P 75 MEETING RAIL 4r AAA 4400 400 400.0 400 +60.0 40.0 +70.D 20.0 +ra0 -70.6 +70.0 •ra0 +ra0 -ra0 i 86' AB,M +00.0 400 400.0 20.0 +00.0 40.0 +70.0 -W a +700 •70.6 +70.0 -70.0-+700 •0.0 S r A6, 400.0 400 400.0 40.0 +00.0 40.0' +786 -70.0 +70.0 -70.0 III-4E11 +07.6 -87.8 X. SSW" A,B.M 400.0 40.0 4000 40.0 +0O0 400 +78.0 •78.0 +06.0 464' 400.7 46.7 WSJ 45.6 LIP TON ITN C.D.E,F,G,H,LJ,LL +000 40.0 +K0 40.0 N00 400 +000 20.0 +70.0 -70.0 +70.0 0.0_+7MD -*0 A CUSTOM VIEW I RADIUS TOP FLANGE OR INTEGRAL FN WINDOWS WI HIGH SLL OPTION A TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAM!DMIINSIONS I WINDOW IIe0147 NNW SASH I•I011T MAN.WINDOW Hi.WI SASH•7r OLAN01D AND 7r MORAL NMI) WIDTH GLASS TYPE 1710 3311115 36 3448" $.13W 36 ens' 44 13165 N 315 N sine SASH N 11S' I D.E,F.J,KL +44.01 40.01+110.0 I 400 1 4400 -00o 1 400.01 40.01+700 I-70.0 I+7031-70.0 I+70.0 -7E0 I 00.01-70.0 . RAIL GLASS TYPES: TNT RPORTB TABLE 4. ��r � A.stir LAN-turA.oe0,1/rA) F11.404'7,4010.4723.4687 ' Ar B.0110'LAN•(WA.050.1WHO) F1L.4647,4040 C.Wr LAN-(115HD,.0N.11f98) F11,4047,4040 D.7115 LAM-51/150,.000,311544 F71-4640.4065 E.711$-LAM-PnrA,.000,3114103) F1L.4048 F.7115 LAN-011$-168,.000,3I1rHS) F114640 _ r w+�do1'b'a' 0.1311$-LAND-115 T.A0t SPACE.0115 IAN-(11rA.0N,W18'A) F1L4040.4723 X71, _�.G'.�7 H.13165 LAN 0-air T,AR SPACE.01W LAN-(110%.006 WW1/ P7-4640 -.� G L 1311$-LAMA D-1/$-1.AIR SPACE,0115 LAW-(14HB,.000,IIVHS) F1L-4040 J.131W LAMA 0.1/5 T,AR SPACE,7/W LAN•01/WA,.0N,31$-A) P11d040,4650 K 131W LAN0-116'6 AR SPACE,711$-LAW-(311$-0.060,3115168) FRAM, L.131W LA/A10.1/r T.AIRSPACE,7/1C LAN.131161E..0N,3HrHO) F144010,4650 _ M.131W LAND-1/rA,AR SPACE,011$-LAN-(IIFA,.010.1/rA),OL F114003 ,opium/1,,.LYNN,,, tii, . ,.yLN ..q ,, NOTES: I.WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A POSIIVE DESIGN PRESSURE OF.64.0 PSF OR LOWER AS SHOWN N THE TABLES.NEGATIVE DESIGN ..• •'•*'�; PRESSURES ARE UNEFFECTED. _•A: �,86706 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANO®T8+-TO-UP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 01$-MINIMUM TO 3$-MAXIMUM. ,,��' 'QQ� �^'��O�r,,�M , MOM OM ...ow.0 NO01MNG65711011 T ~� %/'•''• 470Th* •Z:FIGT_r,. MOM rWO,.p.0LOITID.V. DEMON PRESSURES ,��'••.�xoR`°•:` ? Mt OMER C MANN MPOMNIT TM TO TI Pi4DR101NN0 ISOKSI,K4074 i .,FS t.,: 1P.4.rr ■„r,,. roAnr6RwaAti101P+•wrap x1.05 wsI ADAM.SINGLE HUNG WINDOW,IMPACT .,SIONAV•,. /(X flM3W 1 IpY1i0Pt ADOSn.Ie1t 761�It1A76 PA.19r11O VIYb � R.N. ! A.LYWIG11MME P.E. `C Sir 'sw ( N01mMt.K w wow 1 NO31 3 •11 ' /040$0 'D FL P.E.e 66708 NC WON .N,L_WW1 1 69118•MAX.FLANGED WIDTH 62 UB•MAX.I.F.WIDTH 8 l'. 48 6S'MAX.FIXED DLO(ALL) D+-I C-.1 ____.. 175"MAX. 7T / 1� 76'MAX. SEE DLO IF. F-: A I IF. TABLE O D J HEIGHT sEE 010 H .F.E SEE DLO C', HE 8 TABLE O �" ® TABLE O Fj L 7C MAX. 7 7B• 77 R' . � FLANGED LANDED FLANGED /r HEJ - ___--_ THE -.-._". HE SEE DLO TABLE X , MAX. _ SASH SEE DLO _ _ E SEE DLO X LHNT TABLE X N0�4 TABLE I / NOTE4 481/4'MAX VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E1 , it VERTICAL DAYLIGHT rs WIC `_'� 17a oP 1rPl I IF. I.F. FDIED LITE SEE DLO I E J H LOW HIGH TABLE ® SEE DLO 8 DETAIL ELL SILL A 54 NW 34 3116` 2 7C TABLE O ,� �. B 41616' 411/4' FLANGED FLANGED C 411W 40718' HT D 626AP 621Vtr E 62 tA1 626Hr SASH SEE OW TABLE ' gg BEE DLO TABLE X LOW HIGH s.rMYrB Fled& HEIGHT HEX#HT DETAIL ELL w\\. O b B 27 NW 27 1/r , 7 �� e C 2771W 271/6' -r..." DETAIL D DETAIL E D 16 31r 15 3N' VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 1651r 15314^ TABLE 5. ,.A W u n„y NOTES: .`may lvN...!!/./.44, I.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, .Z"[.�...�wENSE '... 2.SEE SHEET 7 FOR OORNER DETAIL VIEWS. .' �T.: '•.*'% 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.A =*: No.58 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS S 6 C)ARE BASED ON A THREE OVER TWO FORMAT.A _'�QQ,,: u: :1 0 NOp11M8lB7GN1818ET 1070110001.00Y DANE ELEVATIONS O :KOlno!` ?' 1R WOW C AOCNIN8E87NB8HET =COM&R W,. Tx'row I"s`ADD ATeoaACrwrtv)veleroG4CHa NOTE a ADO NOT Ea ra +m ALUM.SINGLE HUNGWUVDOW,IMPACT ' SSIONAL,`s SOX r rr s.rrA,a.. 1400:01111i.ft VM6b Bar. a.. e....,1. A.LV(NNIIFIE70 P.E. Fx SM,08 Ad. 2RfW I ono I NTS I 4 •11 I 4040-20 I D FL P.E.8 88706 ►�—x,a, NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 0 _ OPTIONAL BOTTOM LOCKS.(1)r FROM EACH SIDE OF SASH. NOTE BALANCE PARTS USED r INSIDE INSIDE MAX.VENT DAYLIGHT OPENING 6 BASED ON SASH WEIGHT .IIII ® Orr-, 9,10,11,15,18 _1 o - ' 111.711.1:11.'7 7 8 OR 17 -' _ LITE ® i �m�r... L ' �aII� OPENING I I 0 I I MAIL FIXED UE DA UG T OPENING SECTION A A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS 6 It ! ,�III' m O HEIGHT ® I�MT- dill', _ _ LI r AL 111 1 L � I NIGH i ' l— I ri _ II S.■--IWW.*:,- I BI a jai MAX. ir�H OPENING DAYLGHT HIGH SILL i._.li © LOW SM1 HEAD JAMB 0 ALF.FRAME 2.710' �In �tlll!' ;r=" © OUTRIDE l® YH(HIGH SILL) (LOW SILL) 112/1 r■FL-ilt-' `,= SEE NOTE ABOVE I ' 4C •.I © Q t`NIu�Uy„ • i� �� YNN �� © 0 ULTRALIFT `s,l`A; ENSE ' © ®ONLY ®ULTRRAUFT SECTION C-C =* No•�Td' *' SECTION B-B RADIUS TOP _ (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) = iepHf. 4..1K, ow. Aria. �: `• .K 1107/71 D NO pNNIE7 MA ~ i,P�.•FLORS• `` i AR. e+. 1an7nnM14.1 awie � SECTIONS O.... ol;.: ,1I. NOUN c NDOIIVIOlI71ISNMBT 1lacaw,aame AZ" ° ALUM.SINGLE HUNG WINDOW IMPACT ',SSIONP- 'TOWN I ADOF.SECTIOGYS CONSOLIDATE SAL COMPONENTS .D.eQK1m r ...y,L A.LY (1ASIBEI(,�P.E. F.K wr.,w I MOM,rams {6,1y Brrr SHIM Miff I 5 •11 I 4040-20 I O FL P.E.I 56705 P606 DSKU oE6c11pT ON von OM Defoe odC Ua►1 Pope 1 n m i 1 s a i iii u 11,,0 60 1835 SCREEN SPUME-.136 DM MID 61036K 0 OS 61 SCREEN CLOTH 61616 RE D - - 63 506 OL h2cHONNEL(.6M XJK10) 8663402 00! -" -�-• "' , M.y� 64 1161 e6 x1.000PN.8UMLE TEK 700)(1 ILE�""'.I♦I77^ 57 OLAa116UME,lnex112-7n6LMI /38■1610 0IEENI 7--T 511 LM1,(1 1 M E M E E'a�i?i i�r'-i' �I i-^,i C.aims.enrL M,(1A'HB.A6oee.1 HS) EENIl. ".1.: INMEZINE 6 . D.OM*MS'LN.ar.Oeowsar'q @1111111117T *%rrii.M741:,, E.oLM1,721r14511,(1a o.op1N1A'H8) ilZ6 i' :.y T?' a® P.awls,7nr um.(1A1i6,Jx4) 111114) E ^•T'" M 0.°AMS,13nrLM4110;1A'r,MOspice stir 1 .OI0PYB1A' Bu •, iiSi?n= H..7^ 13n0' ^p;1. ` - (1 0100 1 KIM.Z'3 L OLMS.13nr LIM 7q 1AT,vA 6PACE,ln6LMS,(1A118,010 PYB,1 lial la 77 MI=MNI® J.OAK 13nrMl631*?.NR SPACE,MNUHLOArao/OPAWNS K.&M8,13nNLM4 le.ler,mA BPACE,7nr UM ro8,3n DIN iFENI r =11111 L.%Ms.13nrLM11Q Vet PMNoti 7nrtM6, AMOPLB 67 email r--- i:.. immu-Ami Num L: ..1..�..si,mil72'Pit Pr::.1.:J"i3:ilii:':SLG :'I:;.F'I EtE MLLE=:LM ` 11•11W-J1111111 0 MILE f?'^r...:.')i''rr 'r MITI ® r1 2 FilIH11 : . itiWillimil. IEEE ® ►� r• 6-c7)FRAME.I.F.HEAD ICE LEEN • � s�mlaeoe3-Te H800 7-;. --n O FRAME,LF.LOW SILL 4087 • 14067 ® 80720 6663.76 4071A u....„,_ 14071 �® r _ �n ® aaoucf PBVL95u 4—+ aargyFywW 4r IMO meo ow 0�7E i C121 ,Q,r I.F.FRAME SEALANT ALONG ENTIRE JOINT I+-2.784 I I(/% © i, II.F.FRAME 662 1 I II I 1 1.9E3 2.830 2.930 I Lr-, -,-O FLANGE FRAME HEAD I I 111111 N4002A,606:1.76 F. -2.784-- .1 fill 1.749= 0 FLANGE 03FRA BSILL(Low) i 121111 � WELD I(�I 11` ALONG BcREw SEALANT OR GASKET BOSS(2) 2.710 �1 Imo-1.513+{ .738 I AT HEAD AND SNl 082 010 F-1A61—IT 1-• VIEW D-D wEw E E (1N 81/EW HEAD&SILL,RADIUS TOP S81) (RADIUS TOP HEAD ONLY) OFLANGFRAME e JAMB O SASH STOP 17 SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION (USED AS RADIUS TOP HEAD) 1.186 1..— — — fl "_ f 1\\\'CL��.8••{{78 2.328. 1 tA88+--—O 1.942 + I-�-2.270—�•� ! OB2 _.14 O1 41 GLAZING B 5H8' �� N4090e,eae3-r6 1es 1 ta70 SASH SIDE RAIL — LT ` 31 14000.60e3 r0. 21 FIXED MEETING RAIL 43 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) N4064A,6083HO.T8A 640080,00e3HS.Te 04007.8083.15 050 1� •979 ale 42 GLAZING SEA,6/16" Tye 1 2.326 N40MS, RILI �. 1.078 '•I� (USED WI GRILL KIT) Aseyuallo • . .. .-.{s.04e ^.{ 1 O GLAZING BEAD 7/18" 3.446 64222.60/3675 �_ Md,- l�+�• 2.e3e e7e3�_.II11 .078 I 1 JW7 `‘``unl/t. ' 1.... 1 T----1-.—.1-1.097 YNN 411�'i II 05D 1 ' 48 GLAZING BEAD,13/18 IG :„;.• q --1 i ,Sri ♦~2.781 7.116'-t�� N1067,6063.76 �'.: •.* � O FLANGE FRAME SILL(HIGH) O SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/18' =*: Ho.e�7p5 94060A,808.348 94061A,6066T6 MSC,0003-T6 L/N 7. (USED W/GRLL KIT) 7:- • a 7OI''N .U _ J1Y 109!11 ~D a NO~GEV 7M3 MET °i1" SIMEOF :•=w: EXTRUSIONS d FRAME CORNER DETAIL - •' ' +� •+•. 101 s7lCWIOI..I4275 E .p'••..tLOa1Q:•' CO.� /A IMOW1 C NO OIMN068 INN 4114M7 NONdM4,n.sun ,,FS .. (G��• :. 1.soe . 76 MEW M. ASSEAR YTOINCLUDE/F. � , ALUM.SINGLE HUNG WINDOW,IMPACT S/ONA1�, F bre s•.r.e sr sr.e. rf n A.LTIY/MILLER.P.S. FJC WAN J.J. 27007 1�1M6b�" sNAn 1"4/if 1 7 •11 I 4040,20 I_ FL P.E.N 68706 ANCHOR QUANTITIES FORM FLANGED WINDOWS TABLE 8. ANCHORAGE NOTES: WPDOW HEY3HT 1.ANCHOR TYPES:1.1H'ELCO TAPCON6 2-1/4'ELCO S64 CRETE-FLEX SUBSTRATE: 'ppQp28.603 8Q8 34.803§1,1.1._§40.803 p46.603 ppQp52.803 8Q8 56.803 ppQp84.603 gpQp78.000 3-812 SCREWS 2.ANCHOR LOCATIONS ARE A TYPE �SN �SNa�f��O� MSNO� a,fSN "OefSN �p2S'1+p�p HEADOB MAXFROIATOP DCORNERS C,D,E,F,G, 1 1 1 1 1 1 1 _1 1 1 1 1 _7 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112 MAX FROM TOP COR6ERS 15"MAX FROM BOTTOM CORKERS 19.125 ILLJ,K,L 112 1f 1 11 1 112 111 111 212 112 2 2 2r2 212 212 212-2T-2-212 212 212212 212 212 212 213 212 313 rM X.BELOW MTG.RAIL AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 ABU"-ANGIORS NOT REQUIRED 112 111..111 112 111 112 212 112 212 212 212 212 212 212 2-12 212 2 2 2 2 212 212 212 213 2212 313 3.INSTALL 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 24.000 ILW,K,L /12 11-1 11 s.+Ts 112�s 212-if 2Ti 2)1.2 2 21i 11-1-111-112 213 211 112 zli 212 21-1-313:212 313 ,NOTE 2. 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 AB,M FLANGED WINDOW6.INTEGRAL FIN DIMENSIONS 1121111 2 X1111211221.2 112 2/2 212 112 212 212 212 213 211 212 71111-2-2-5 9]3212313 ARErL�B. 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 ELM ADNB: ,� H,I,J,KL 1121122122131122122191 12213 1-321221321321221931321231334312 1 31•313414 • ABLE WTMA AB,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 V ABOVE�TTH INDICATE A QUANTITY 11211221221311221221817 22323222927-3212219919212919314323153431344 oR ANCNORB BIIOYMJ IN BOW.am RwISE,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 MAGNUM DEMON 37.000 H.J.KL 11 2 112 212 2 3 112 213 219 212 213 213 212 213 213 213 213 314 213 913 214 913 3 4315 313 414 RESPECTIVE Z AB,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 18 212 112 212 213 112 218 213 212 213 213 212 213 218 213 213 314 213 313 314 313 314 315 913 414 AVAILABLE. PSF1 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 40.000 H,I,J,K,L 2 2 112212 213 212 218 213-21-2-213 11-111-1-,111--21-4 213 313 314213 314 315 313,314 415 313 414 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 112_212 213 212 213 213 212 213 219 213 213 214 213 313 314 213 314 315.313 314 416 313 414 A PSF >o TABLE KEY: 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 44.000 H,LJ,K,L 212 212 212 219 212 213 213 112 113 214 21-3 313 3T41213 111 314 213 114 315 313 314 415 314 415 MAX PSF 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IDP AGED' 116116 A,B,M 212 212-21i 213 212 111---213 2 2 313 414 213 313 314—2T1 313 314 213 314 315 313 314 416.314 415 2 ta "� PSF 79 79 JAMB ABOVE 21 3 4osPYOw0No ` -- •µ MTG.RAL I.�....AIT 1.p,, zed j: C,D,E,F,G, 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW) PW/W ,,, 48.000 H,I,J,KL -21i212 212 219 212 213 314 213 313 314 213 314 914 213 914 9 6 313 314 315 313—41-3--i-5-3 314,615 MTG. ' 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 15-112 212 2132 213 314 213 3 3 9 4 2 3 3.4 9 4 213 914 315 313 314 315 313 415 416111111 (FULL DP) tIIII1, PSE 72 79 79 IEgp 2 �`�13111 �',,,,i 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 JAMBABOVE 2 3 `�,10‘,`.(`-‘31114. .••fN3e..'FR* 53.125 MI.J,KL 2 2 '12 2[2 213 212 2[3 314 213 314 3(4-iii-3-7, 3 4 313 314 91 6 319 414 416 314 415_416 314 518 MTG.RAL �$;'`' 5005 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 _#: I.N. AB,M 2 2 212 212 213.212 213 3T4 213 314914 2 3 914 1-14- 4 313 314 316 313 414415 11 111 416 3-14 4T5 MTG. d, a I) r Xj= * er rr. 10WH1 �.NOLYNNOE8TM6NE8T ANCHORAGE SPACING,1/1 WINDOWS l',..,;01,0'...... 9FINo : JA 040V/1 C NOG/MGM 7IJS MEET MOwMaslas A` •..•••••.•• Fir 11/Rlp i A" "i �T + Wi�seTwcraosrs�. •C.PDX 1® ALUM.SINGaLEHUNG WMIDOW,IMPACT ALVIid IMklE13,�P.E.-LT Ft Ji 1 a�� Woo N SI 8 +11 I 4840,20 FL P.E.858706 • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE t ANCHORAGE NOTES: W2NDOW �� 1.ANCHOR TYPES:1-IK'ELCO TAPCONS 2-114'ELCO S84 CRETE-F1.EX SUBSTRATES 29.855 37.155 44.855 52.166 59.855 87.155 74.855 76.000 3-012 SCREWS ANCHOR TYPE.--::::::-.0 Q2 0 0 8 Q0 Qo o r2 pQO 0 o 8 o s, 0 0 0 c� Who H TYPE "$"" "";"8 VI 8'8is-8'G" "8'8� "8 8 "8"8'g' 8'8 2.ANCHOR Al 85 DDRNER6 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-1711r MAX'FROM TOP CORNERS H.W.ILL ill it ii[7 212 211 2[2 212 211 212 212 212 212 212 2[2 212 212 2r2 212 a[2 2r2 3[2"372 212 3f2 rM MAX FROM BOTTOM RAIL CORNERS 19.125 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 MI'''. -1-r 111 1 1 1 212 211 212 212 2 1 212 2f-212 212 25 212 212-21-2-i1-2-25 812-21.2.-352-3-5-11-2-511 3 INSTALL PER THE ADJACENT TABLE ANCHOR PSF 70 QUANTITIES USING THE DIENSIONAL 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 KLdK.I 11-'r 111 111 2[2 111-2-[-2--21-2 ii 212 212 252 212-21-2--213-312 95--91-2 3 2 3[2 212 3[?312 2[2,3r2 AABLE WIDTH AND HEIGHT DIMENSION APE FOR hB,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 FLAWED WINDOWS.INTEGRAL RN DIMENSIONS 111 111 111 212 111 212 212 212 212 2 212 1-1 212 212 212 212 312 312 212 312 312.212 312 312 212 312 eARE1.11ES• PSF 00 77 6.DESIGN U L LQLI i C,D,E,F,G, 1 1 1 1 1 1 1 1 1 21 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZEB.O c6OFTHEADIACENTTABLEWITHA 32.000 H,I,J,KL 111 111 111 212 212 212 213 212 21211i-112 913 313 312 313 313,212 319 4 3 9 2 413 413 312 45 BOLDITAUCIZED VAUJE ABOVE THEM,INDICATE A A.B,M 1 1 1 1 _1 1_1 1 1 2 1 1 2 1 1 1 1 _1 1 1 1_ 1 1__ 1 OF ANCHORS SHOWN N BOLD.OTHERWISE,THE 111 111 111 212 212 212 213 212 2 2 9 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 919-4-5 312 413 419 312 413 MAXMBM DESIGN PSF 59 07 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,O, 1 _1 1 2 1 1 2 1 2 2 1 2 _2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS . 37.000 RAJA,- 1 1 111 111 212 211 212 2x3212_2 13_313211313373313413312 3 134332434491 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 111 111 212 2T2 212 213 212 213.313 i-1-2-11-3-3-T3- 2 3 3 ST9 313413111312 313 413 312 413 414 312 413 PSF 54 79 02 79 GD,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 40.000 H,I,J,K,L 111 111 111 212 212 212 213 212 313 Ili-212 313 413,313 413 319 313 413 414 913 419 414 313 513 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 9 111 111 111 212 212 212 213 212 913 313 212 313 413 313 413 313 3 3 113 414 313 4r 414,319 513 TABLE KEY: PSF 49 79 50 79 79 MAX PSF C,D,E,F,O, 2 2 2 2 2 2 2J 2 2 2 2 2 2 _2_ 2 2 2 2 2 2 2 2 2 2 jDPLOrTTED1 117 44.000 H,I,J,K,L 111 111 111 212'25-111-313 21-2-3-5 314 213 313 451 3[3 4-5-4-5i5-45-4-5-35 745-4T4-351171 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 mMI•ra ► Fladr 111111111 21221221231321291331423313414 313413414334-541-4 1 4134RF3 5r JANBABOVE3 �w l• or(. PSF 45 74 01 74 79 79C'• e7d C,0,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 MTG.RALW 411000 H,I,J,K,L 111 111 111 212 212 212 313 212,313 914 313 313 414 313 414 414 313,414 414 413 514 41-4-14-1-i-5-1-4 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 2121212 212 313 2 2 3 3 954 3 3 319 414 313.414 414 3134 454 419 514-4171 711-3- 3 b 4 'FULL `f`IIIIIIII,,,,' PSF 41 07 40 67 70 70 �W ABOVE 222 : ,I�VNN Mki,.'i�. C,O,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 =`1 ;DENSE ••- *'%LUG.RAIL 53.125 H,W,K,L 111 111 III 212'212 212 913 313 3;3--41-1-5113 414-4114-3-1-3- 4-15 4 4 4 4 4 5 5413 514 515-45--35 JAMB BELOW j _ v;. 5570`+ A,B,M 2 2 2 2 _2 2 3 2 2 _3__2 3 3 2 3 _3 -3.13 2_ 2 _3 2 3 _3 2 _3 =* * 1 1J1 111 111 212 212 212 313 319-15 414.3x44,414 313 414 414 4 14 614 473 514 614 411 tiff (,(, .' '� Li4`6r — ... 100551 0 NO ISINEE5 :A.A.••.. eTA _: .. wm 156 OSYC �� ANCHORAGE SPACING,STANDARD VIEW O Flo.°.:4 AR. venni C 10Om1O{1wiiO4HOR OWN 116/TAICT®9YME. moue,RIMS a .«�... wr RpyT00 rAe(I yp/1p7� ALUM.SINGLE HUNG N7NDOW,IMPACT „,,,ti'''SSIONPL” f# MRS a ,ADD OP�ArKYg4QTYR RQBTRICTWere¢E Pt a �y�„* y� a** A LYNNMLLg P.E.Viridiy Darr NOPCOMM FJC 7@000 .J._e¢W5 I Nd000 I NT31 0 .11 _ 404610 I U FLP.E.050705 A ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD S JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW WENT VMS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES:1-V4'ELCO TAPCONS SUBSTRATE:--,........ 17.125 22.868 28211 33.754 39.296 - 44.839 60.382 85.925 2-1AI'ELCO SS4 CRETE-FLEX ANCHOR TYPE: o 0 O Op o LI o tJ 0 � c� 3-N12SOREw3 qQ QZ Qz�+pQQ QQz pz m QQqq Z o+pQ QZp-1"11 Z 2'++pQO U i M QQO s Qy n QQO z 2 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOA'8NG WDTHW TYPE�SN'+''+NS N�+'UNS N§'8"§"U "3'3NS"1'8"S"1-8`�S"8'8e HoR.m.N..144 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-17117 AX M FROM TOP CORNERS I L L 1 -1 1---2 -2 -2 2..2 22 2_._222 2 3 2 33..-2 3 3 3 3 1117 MAX ABOVE THE MEETING RAIL E MAX BELOW MTG.RAIL 24.000 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_ 1r MAX FROM BOTTOM CORNERS ILL 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 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 .DETERMINE THE ANCOR OI1MNI1TES FOR CUSTOM 32.000 "-..__.____._________.___—_.__._ .._._.___ VIEW WINDOWS FROM TABLES 7.AND 8.USING THE KL 1 1 1 2 2 2 3 2 3 3- 2 3 3 2 3� 4 1 1 - 9 4 6 3 6 01 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR PSF 79 ABOVE TIE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,ELJ, 11 1 1 2 1 2 31_23_.9_-g.._4. 3{ 8 .3. .4_. 3r} 4 1 4 6 -6-}-4--5 MyWNDOWB @SMIN.TO38.MAX "E°" PSF >b 70 79 79 LIN TABLE FLANGED WINDOWS.INTEGRAL FIN PME ENSIONS ARE 40.000 D,KLd•_1 1 1 2 ' 2 3 8 3 4 I 3 4 4 9--4 -4--3 1 5 4 4 5 5 4.., 6 SAMSUN PRESSURE LISTATWNS; PEP 79 79 79 77 79 79 79 8 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE Th0A,IDICATE A MAXIMUM 44.000 D,E,F,J, 1 2 2 2 2 2 2 2 2 2 2_ 2 2_I 2 1 2 2 2 2 2 �_2 5 2_I 4 2 SHOWN IN OTHERWISE, *NrTTYIMUMDEBKHN ILL 1 1 1 2 2 2 3 3 3 4- 4 4 4 3 5 4 3 6 6 PSF 79 79 70 79 79 71 79 15 79 PRESSURE FOR THE RESPECTIVE 46.000 D,IL,J, 1 1 1 2 2 2 3 3 3 4 4 4 5 4 6 5 4 6 61 4 ( 6 6 51 6 AVAILABLE.( 812E AND PBF 7I 79 93 71 79 94 74 99 77 M N 6 TABLE 7.KEY: 53.125 D,ILL,d 1 1 1 2 2 2 3 . 3 3 4 4 4 6---4_.-ii"--1-•6 9 6 I 6 7 8 1 6 j 7- PSF (DP CITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLES. JWJBABOVE 2 SASH IEIOHT MTG.RAIL SUBSTRATE`S 12776 15.778 18.776 21.778 24.776 27.776 30.776 31.108 ANCHOR TYPE-. y7N5-N al $ IFULL DPI HEAD 2 WIDTH Klr1_1* "1-121-1-121"1'121"1'121"6'Nal-1-1�1"1-K JAM6ABOVE 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 moDuciReweD 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 we.4884"Mwi4� '�h1 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 3W11�101L 3L000 2 1 1 2 2 2 2 3 1 2 3 3 1 2 1 3 3 3 1 3 3 3 1 3 4 3 1 3 4 3 1 4 8 TABLE 8.KEY: 40.000 74 MAX PSF 2121 2 2 2 2 3 1 213 31213 31 313 41 313 41314 41314 JDPIJIBTED) 112 W 79 JAMB BELOW 2 .rani MI,,. 44.000 so` ,I LYNN i� 2 � 2 � 2 2 2 2 3 2 � 3 3 1 3 1 3 4 3 1 3 4 3 1 4 5 � 3 � 4 5 1 3 1 4 MTG.RAIL `+pY�,..••N•: tF,P�� 48.000 2 2 2 93 2 2 3 2 3 ' 4 1 3 3 4 1 3 14 4 ( 3 1 4 5 3 1 4 5 3 1 4 (FULL DP)_ *` ``o Sf No.68706 '.. 73 69 69 72 JAB BELOW 2 53125 _2 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 . 5 1 3 5 5 3 1 5 MTG.RAL -0', (� .rr '.1•.. sT of AMP* 1087/11 ~Os NOONMOEHIMNSHET �m.,.ouamrnwe ANCHORAGE SPACING,CUSTOM '-O,o'•-.,riORVe.'V.S.. MAMA owuN 7NOclNNwxospnraa�eF�A87L�A/pNp7�g M011"�'�"O0 �� ALUM.SINGLE IMPACT ',SSIONA)-s Tit'rows B AODOPAMK.N)i®IIZAVIOTYQAE87PoCTEOAiYA1LE P.0.9,w1 rLU e.�.r ALYN�II+12L�;PE. e'FA AMA AL I � R.MN > bB�u,. aN7Ne I NISI 10 •11 I 4040,20 I 0 FY P.EJ758706 a EXTERIOR ALL HEAD AND SILL DETu a 1. CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY M WAI-DADE COUNTY A. APPROVED I/A'ELCO TAPCONS OR 114'SSA CRETE-FLEX.MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13N•. 335 KSI MIN.CONCRETE 1 (SEE NOTE 1&3)A 2x WOOD BUCK WOODANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(ES)OR AIMEE NOTE 4) (SEE NOTE 2&3)A 1M B84 CRETE-FLEX. 3.FLAT HEAD ANCHORS.WHERE REQUIRED.MUST HAVE 112 TRIMFIT HEADS. .. ,.I;. ..1918'MIN.,IIY TAPCONe 4.ROOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE .• .I✓.∎13 MIN., C TAPC N TOT/LL THICKNESS IS LESS THAN 1 1?.lx WOOD BUCKS ARE OPTIONAL F UNR CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 11Y WOOD BUCK ••• -��- Gam • , THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 4) --. I' . —�... S.FORATTACHMENT TO ALUMINUM:T TDERRIALL AUTHORITY HAVING JURISDICTION. MINIMUM STRENGTH OF _—T—■—. 1W —-- ' 5563-TB AND A MINIMUM OF 1A'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM METAL IN BCgEW WITH FULL FOR NGAGEMENT INTO THE ALUMINUM. THESE ACRITERIA ARE#12 SHEET DETAIL A DETAIL B MET THIS RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME counter/1"MAY BE SUBSTITUTED FORM A INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FM 1 114' 1 „A MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE RN AND ATTACH TO THE 1M'MAX.SHIM Mw: "� MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUiEMENT. 1M'MAX.SHIM 1 II 6-ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. ::i• �e IN I I,/ll�, 7.MATERIALS,INCLUDING BUT EDITION,OTHER DI SI2ILAR (SUPPLEMENT NOTRIALS S A L EEr L SCREWS.THAT COME NATO CURRENT '1 ^.• ,", /i EDTH W,SE SECTION 2003 .4 ALL 06). THE REQUIREMENTS OF FBC CURRENT, I'lrV CONCRETE ANCHOR, Imo• `r WOOD ANCHOR, 4 ,I II I'11�-AII•'', RAIL.(SEE NOTE 1N63)e •'I111^�/•��/1 RAIL(SEE NOTE INTERIOR JII Ir'...t.)• OR 1.5 KSI MIN II III'I� (ALL JAMB DETAILS) EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BOCK SUBSTRATE(SEE NOTE 4)A (SEE NOTE 4)® 0. DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1Me , MAX SHIM sHimi I I� 1M J ' � ••FUME MAX. =: SHIM �� ROOMY ►Imd. V •••FRAME �� =TM IIIII EMI.131'ow MIN. V N o w- x 21/2'NML. .. i 20/4 .131'DIA.MIN. �' ›' AT CORNERS AT2QDRNERS 1 A Ik =RAT.O.C. u )�/,��' I�-__.N� ...FRAME AND S•O.C. iliiiiilIJWIIiiillll''I I — __ f 1` ire i x Y 112.14M., 1111 (LYNN 1��i AT CORNERS .�'de1 ENeE T.,. e• SHIM AND B'O.C. ■....+:"JC •'..* DETAIL F,(HEAD) DETAIL E.(JAMB) DETAIL G,(SILL) *• NM.$6005 " TYPICAL INTEGRAL FIN ANCHORAGE A = •••••• !./ �- ( _ �' I �« `0 •,% SIA JL M1 NO fHN/w TM eat x....• Nwo140•I61.66r 1I ANCHORAGE DETAILS O ALOI��k'C2, AR NOWT C mamma T MWERT NOOOIMRMN61 .. ALUM.SINGLE HUNG WINDOW IMPACT `SS)ONAA- F*1w881 S ANDNDTE#T.LWITE E 55IIDIL Mgmy PLWM — er..► ALYMNMLLp V.E. FA MAW J.J. M.N77 ( NOaO I NTS 111 +11 I 404040 FL P.EJ{66706 Form W.9 Request for Taxpayer Give Form to the (Rev.December2011) requester. Do not Department of the Treasury Identification Number and Certification send to the IRS. Internal Revenue Service Name(as shown on your income tax return) Lifestyle Exterior Products, Inc. Business name/disregarded entity name,if different from above N a) 0) co °- Check appropriate box for federal tax classification: c ° ❑ Individual/sole proprietor ❑ C Corporation 19 S Corporation ❑ Partnership ❑Trust/estate c a O v I=1 Limited liability company.Enter the tax classification(C=C corporation,S=S corporation,P=partnership)• ❑Exempt payee O 2 C W ri v ❑ Other(see instructions)• Address(number,street,and apt.or suite no.) Requester's name and address(optional) v a 206 Center Road City Of Okeechobee City,state,and ZIP code 55 SE Third Avenue is Fort Myers, FL 33907 Okeechobee, FL 34974 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. 2 0 - 1 7 5 3 9 4 7 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 e Here U.S.person• Date• 8.077-43 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 return 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. •A domestic trust(as defined in Regulations section 301.7701-7). Use Form W-9 only if you are a U.S.person(including a resident 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) Project Name: Chamber Window Replacement Bid #: PW-04-00-07-13 Request: 22 Windows Impact Glass Description: PGT Aluminum Single Hung Impact Windows Sizes: 32" x 69" Price Per Window: $915.00 Total Price: $20,130.00 Thank you for the opportunity. Sincerely, . P7° Gary M Mahon President am—amm----------------------- _ _. _ _,„ , 206 Center Road Fort Myers FL 33907 • p 239.274.0046 • f 239.274.0056 • w www.lifestyleexterior.corn City of Okeechobee Chamber Window Replacement Bid No.: PW-04-00-07-13 Replacing Current Windows For: 22 Bronze Aluminum Framed Windows by PGT Single Hung, Insulated, Impact Resistant with Low E Total Price: $20,130.00 Thank You For The Opportunity, Gary MchMahon President