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18-19749
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18-19749
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Last modified
9/18/2019 8:56:33 AM
Creation date
9/18/2019 8:56:31 AM
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Building Department
Company Name
ORANGE BLOSSOM RANCH
Building Department - Doc Type
Permit
Permit #
18-19749
Building Department - Name
JONES,LINDA & WENTWORTH,BRENDA
Address
4607 BLOSSOM BLVD
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R R W Building Consultants, Inc. <br /> B Consulting and Engineering Services for the Building Industry <br /> C P.O.Boa 230 Velrico,FL 33595 Phone 813.659.9197 <br /> Florida Board of Professional engineers Certificate of Aulhorizetion No.9813 <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> NewSouth Window Solutions Series 9000 Model 9600 Slider XO <br /> Windows Horizontal Slider 4901 Oak Fair Blvd wi Flange <br /> Tampa,FL 33610 "Non-Impact" <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 1D 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 <br /> 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 <br /> or stucco. <br /> 3. When used in areas requiring wind bome 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-16842.2 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 6. See drawing FL-16842.2 for size and design pressure limitations. <br /> Supporting Documents: <br /> 1. Test Report No. Test Standard Testing Laboratory Signed by <br /> AT[C7536.07-501-44 AAMAIWDMAi10111.8.21A440-(06)(11) Architectural Testing,Inc. Michael D.Stremmel,P.E. <br /> TEL 02031566 TAS 201,202,203-94 Testing Evaluation Labs. William B.Shelton,P.E. <br /> 2. Drawing No. Prepared by Signed&Sealed by <br /> No.FL-16842.2 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#9813) Lyndon F.Schmidt,P.E. <br /> �1111111/1/f1 <br /> 4. Quality Assurance $CHIy�'�4, <br /> issued by National Accreditation and <br /> Management Certificate ofParticipation Instit Institute,certifying that Window Solutions is .G E I .*..... <br /> S Off, <br /> manufacturing products within a quality assurance program that complies. No 43409do <br /> = <br /> with ISOREC 17020 and Guide 53. <br /> 4 <br /> �9 STATE OF <br /> �' . O R � Lyndon F.Schmidt,P.E. <br /> FL PE No.43409 <br /> 10/12/2017 <br /> Sheet 1 of 1 <br /> �'�ytlaR.9e4't� <br />
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