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19-22051
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19-22051
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Last modified
2/17/2021 11:29:32 AM
Creation date
2/17/2021 11:29:29 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
19-22051
Building Department - Name
HINEMAN,WILLIAM & MARGARET
Address
37335 DERBYSHIRE DR
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R W RWBuilding Consultants, Inc. <br /> B Consulting and Engineering Services for the Building Industry <br /> C PA.Box 230 Valrico,FL 33595 Phong913.639.9197 <br /> Florida Board of Professional EngincersCenificate of Authorisation No.9913 <br /> Dale: June 21,2019 <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> NewSouth Window Solutions Series 9000 Model 9560 Slider XO <br /> Windows Horizontal Slider 10741 Crossroads Commerce 1914d. Impaot Rated <br /> Tampa,FL 33610 wl Flange <br /> 613 626.6000 <br /> Scope. Product Evaluation report Issued by'R W Building Consultants;Inc.&Lyndon F.Schmidt;P.E.(System ID#1998)for <br /> NewSouth Window Solutions,based on Rule Chapter No.,61 G20-3,.Method I of the State of Florida Product Approval, <br /> Dept.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 herein.. <br /> Limitations: <br /> 1.This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Code(FBC)excluding the"Nigh <br /> Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or <br /> stucco. <br /> 3.When used in areas requiring wind bome debris protection this product complies with FBC SkIloris 1609.1.2&R301.2.12 and does not <br /> require an impact resistant covering.This product meets missile level"D°and includes Wind Zone 4 as definad in ASTM E 1996 and <br /> FBC Sections 1609.1.2.2&R301.2.'1.2.1. <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 FLA 6842.4-require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 6. See drawing FL16842.4 for size and design pressure limitations. <br /> Supporf7ng Documents. <br /> I. Test Report No, Est Standard Testing Laborato,Ly Signed by <br /> ATI C9999.04-401-44 AAMANVDMAM01A.6.21A440-08 Architectural Testing,Inc. Shawn G.Collins,P.E. <br /> ATI D0002.05-401�44 ASTM E 1886-051E 1996.06 Architectural Testing,Inc. Shawn G.-Collins,P.E. <br /> TEL 02031566 TAS 201,202,203-94' Testing Evaluation Labs. William B:Shelton,P.E. <br /> TEL 02031751 AAMAtWDIt.N10111.S.21A440-11 Testing Evaluation Labs. V.K.Wright <br /> TEL 02031752 ASTM E 1866-05/E1998-09 Testing Evaltia8on Labs. V.K.Wright <br /> Z Miami!Made NOA Materials Testing <br /> 18-0301.05 Saflex°PVB Intedayer.(Eastman Chemical Co,) <br /> 3. Drawing No. Prepared by Signed&Sealed by <br /> No.FL-16842.4 RW Building Consultants,Inc.(CAN9813). Lyndon F.Schmidt;P.E. <br /> 4. Calculations Prepared by Signed&Soared by <br /> Anchoring RW Building Consultants,Inc.(CA#9813) - Lyndon F.Schmidt,P.E. <br /> 5. Quality Assurance <br /> Certificate of Participatlon issued by National Accreditation and Management "ct <br /> Institute,certifying that NewSouth Window Solutions is manufacturing <br /> products within a quality assurance program that complier.with ISOIIEC <br /> 17020 and Guide 53. It, <br /> ' a <br /> Lyndon F.Schmidt,P.E. <br /> FL PE No.43409 <br /> 6t2it2019 <br /> Sheet 1 of 1 <br />
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