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18-19938
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18-19938
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Last modified
5/23/2019 10:17:51 AM
Creation date
5/23/2019 10:17:50 AM
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Building Department
Company Name
TYSON
Building Department - Doc Type
Permit
Permit #
18-19938
Building Department - Name
DOUGLAS,HUBERT C & JOELLEN
Address
6209 9TH ST
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- I <br /> R R W Building Consultants, Inc. <br /> Consulting and Engineering Services for the Building Industry <br /> B <br /> l�C P.O.Box 230 Vatrico,FL 33595 Phone 813.659.9197 <br /> Florida BoardofProfessional Engineers Certificate ofAudtorkalion No.9813 _ <br /> • I/ 1 <br /> Date: July 19,2017 <br /> Product j <br /> Category Sub Category Manufacturer Product Name ! <br /> Wincore Window Company,LLC. 770019000 Series <br /> Windows Double Hung 260 Staunton Turnpike Vinyl Double Hung <br /> Parkersburg,WV 26104 Window <br /> "Non-impact" <br /> Scope: This is a Product Evaluation report issued by R W Building Consultants,inc.and Lyndon F.Schmidt,P.E.(System ID# <br /> 1998)for Wincore Window.Company,LLC.based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product <br /> Approval,Department of Business&Professional Regulation. <br /> RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company <br /> manufacturing or distributing the product or in any other entity involved in the approval process of the product named <br /> herein. <br /> Limitations: <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements i <br /> excluding the"High Velocity Hurricane Zone"(HVHZ). E <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering <br /> that complies with FBC Sections 1609.1.2&R301.2.1.2. <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of drawing FL-15819.8 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 6. See drawing FL-15819.8 for size and design pressure limitations. <br /> Supporting Documents: <br /> 1. Test Report No. Test Standard Testing•Laboratory Signed by <br /> TEL 02801070 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,inc. V.K Wright <br /> TEL 02801071 AAMAMIDMA/101/I.8.2/A440-08 Testing Evaluation Lab.,lnc. V.K Wright i <br /> 2. Drawing No. Prepared by Signed&Sealed by <br /> No.FL-15819.8 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 3. Calculations Prepared by Signed&Sealed by <br /> Anchoring . RW Building Consultants,Inc.(CA M13) Lyndon F.Schmidt,P.E. <br /> ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. <br /> 4. Quality Assurance <br /> Certificate of Participation issued by National Accreditation and <br /> Management Institute,certifying that Wincore Window Company,LLC.is <br /> manufacturing products within a quality assurance'program that complies <br /> with ISO/IEC 17020 and Guide 53. ���yp,AnFec�Fr�o <br /> z G to o <br /> moo`' e' `�"' `�i`4`•O• ors <br /> IVo rl3'�JrJ a <br /> y. m <br /> `F r� <br /> r����l°•,00asos� °6J• <br /> Lyndon F.Schmidt,P.E. <br /> FL PE No.43409 <br /> 7/19/2017 <br /> Sheet 1 of 1 <br />
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