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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 R W Building,Consultants, Inc. <br /> W Consulting and Engineering Services for the Building Industry <br /> D P.O.Box 230 Valrico.FL 33595 Phonc 813.659.9197 <br /> Florida Board of Professional Engineers Certificate of Authorization No.9813 <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> NewSouth Window Solutions 9450 Single Hung Window <br /> Windows Single Hung 4901.Oak Fair Blvd Impact Rated <br /> Tampa,FL 33610 wl Flange <br /> 813 626-6000 <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.61G20-3,Method 1 D 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"High <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 borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not <br /> require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined 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 FL-16851.4 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 6. See drawing FL-16851.4 for size and design pressure limitations. <br /> Supporting Documents: <br /> 1. Test Report No. Test Standard Testina Laboratory Signed by <br /> ATI C9936.04401-44 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Shawn G.Collins,P.E. <br /> AT[C9937.05-401-44 ASTM E 1886-05/E 1996-06 Architectural Testing,Inc. Shawn G.Collins,.P.E. <br /> TEL 02031566 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. <br /> TEL 02031723 AAMAIWDMA/101/I.S.2/A440-08 Testing Evaluation Lab. V.K.Wright <br /> TEL 02031724 ASTM E 1886-OSIE 1996-09 Testing Evaluation Lab. V.K.Wright <br /> 2. Miami Dade NOA Materials Testing <br /> 17-0712.05 Sanex•PVB Interlayer(Eastman Chemical Co.) <br /> 3. Drawing No. Prepared by Signed&Sealed by <br /> No.FL-16851.4 RW Building Consultants,Inc.(CA#9813). Lyndon F.Schmidt,P.E. <br /> 4. Calculations Prepared by Signed&Sealed by <br /> Anchoring RW Building Consultants,Inc.(CA#9813) ���tiSG �1,�don F.Schmidt,P.E. <br /> 5. Quality Assurance ��� ��.•• E jy �' <br /> Certificate of Participation issued by National Accreditation and Management ��� :•�-� 's(C s• <br /> Institute,certifying that NewSouth Window Solutions is manufacturing �` No 4*409 •: <br /> products within a quality assurance program that complies with ISOIIEC <br /> 17020 and Guide 53. <br /> 'O <br /> STATE <br /> ����,�•.�� Q,�:;��`�Lyndon F.Schmidt.P.E_ <br /> �i��S• D fi 1�.• FL PE No.43409 <br /> Sheet 1 of 1 ���i`,SI��AIA� N���` 10/1212017 <br />
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