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12-13542
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12-13542
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Last modified
7/22/2013 10:21:26 AM
Creation date
7/22/2013 10:21:25 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
12-13542
Building Department - Name
PIKE,HAROLD & DOROTHY
Address
38651 NORTH AVE
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� � � W R W Building Consultants, Inc. <br /> B Consulting nnd En;ineering Seivices r'ar the Building Industiy <br /> c P O 6�s 230 Vainco,PL 33595 Phone S13.G59 9i97 <br /> Florida Board ui Prufessional Enginecrs Certifica�c of Authorizaiion No 9813 <br /> Product <br /> Category Sub Category Manufacturer Product Name <br /> Swin in Plastpro,inc. Smooth/WoodgrainMlhite Woodgrei� <br /> Exterior 9 9 5200 West Centu Blvd. <br /> �Joors Exterior poor rY Rustic/Mahogany <br /> Assemblies Los Angeles,CA 90045 Series Fiberglass Door <br /> Inswing/Outswing-"ImpacY' <br /> Sco/�e• i his is a ProducY Evaluation report issued by R W(3uiiding Consultants, inc.and Lyndon F Schmidt,P.E.(System ID# <br /> 1998)for Plastpro,Inc.based on Rule Cl�apter No.9N-3, Metliod 1 D of the State of Florida Product Approval,Department <br /> of Business&Professional Regulation <br /> RW Building Consultanis and Lyndon F Schmidt, P.E.do nof have nor will acquire financial interest in the company <br /> manufaciuring or distributing the product or in any other entity involved in the approval process of the product named herein. <br /> Lirnifafions: <br /> 1 This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the"High <br /> Velocity Hurricane Zone" <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 produci complies with Section 1609 1.2 of the FBC and does not <br /> require an impact resistant covering This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and <br /> Section 1609 1.2.4 of the FBC <br /> 4 1=or 2x stud framing construction,anchoring of these units shall be ihe same as that shown for 2x buck masonry construction. <br /> 5 Site condiiions that deviate from fhe details of drawing FL-1518�.1 require further engineering analysis by a licensed engineer or <br /> registered architect <br /> 6 See drawing FL-15187 1 for size and design pressure fimitations. <br /> Sup�ot�ing Documents: <br /> '1 Tesf Report No. Test Standard Testina laboratorv Siqned bv <br /> TEL 2004-09-24-028 ASTM E 330-02&E 1886/1996-02 Testing Evaluation Laboraiories,Inc. Wendell W Haney,P.E. <br /> ETC 10-209-2�588.0 ASTM E 330-02&E 1886/1996-02 ETC Laboratories Mark Sennett <br /> 2. Drawinq No• Preoared bv Siqned 8 Sealed bv <br /> �Jc FL-'l518; i P.W Euilding Consultanis,1nc.(C�.�931�) Lyndon F Schmidt,P.E. <br /> 3 Calculations Prepared bv Siqned&Sealed bv <br /> ^.nchariny RW Buildiny Consulfants,Inc.(CA�9E1�) Lyndon F Schmidt,P.E. <br /> � ��ualit��Assurance <br /> Certificaie of Participaiion issued b��hlaiional P.ccredita�ion and Managemei�i Ins�ituie,cer[ifying that Plastpro,Inc.is rnanufacturing <br /> producis vrithin a qualii;�assurance program ihat complies with ISO/IEC�17020 anci Guicie 53. <br /> e�°-d <br /> '�`f . <br /> 4�� '_� � <br /> Lyndon F Schmidt,P E. <br /> FL PE No.43409 <br /> PF '1574 2/24/2012 <br /> Shee�1 of 1 <br />
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