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18-20306
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18-20306
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Last modified
3/4/2019 1:30:37 PM
Creation date
3/4/2019 1:30:36 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-20306
Building Department - Name
BOYD,MARIA ARMOUR & MICHAEL ERIC
Address
5514 12TH ST
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i <br /> I <br /> R R W Building Consultants, Inc. <br /> F <br /> Bt <br /> Consulting and Engineering Services for the Building Industry <br /> C P.O.Box 430 Valrirn,FL 33345 Phone 8I3.659.9I97 t <br /> Florida Board orProfessional Engineers Certificate orAuthorizntion No.9813 - <br /> Proditet 1 'ep/ / I <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> Wincore Window Company,LLC. 7"00/960d Series <br /> Windows 'Double Hung 250.Staunt6n 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.61G20-3,Method 1D 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 norwill 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 <br /> excluding the'tHigh Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. Wheri.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 AAMAIWDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K Wright <br /> TEL OM801071 AAMAI1VDMA1101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K Wright <br /> 2. Drawing No. Prepared by Signed&Sealed by <br /> No.FL-15819.8 RW Building Consultants,Ina(CA 49813) Lyndon F.Schmidt,P.E. <br /> 3. Calculations Prepared by Signed&Sealed by <br /> Anchoring RW'Building Consultants,Inc.(CA#9813) 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 ISOIIEC 17020 and Guide 53. a$�ti�,Qngrsaa➢�,� <br /> mom' °'�,ti AJve.•. o.. <br /> �v``• n (,,�r�J 1 <br /> ",Rica IDIO <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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