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20-22400
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20-22400
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Last modified
3/29/2021 1:41:05 PM
Creation date
3/29/2021 1:41:04 PM
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Building Department
Company Name
STEPHENS GLEN PAHSE TWO
Building Department - Doc Type
Permit
Permit #
20-22400
Building Department - Name
NORTHROP,DANIEL R & TERRY A
Address
6748 NORTHLAKE DR
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R W R W Building Consultants,Inc.' <br /> BConsulting and Engineering Services for the Building Industry <br /> C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 <br /> Florida Board of Professional Engineers Certificate of Authorization No,9913 <br /> Nodtief Evtdu(ttion Repoi-f Repoi-f Ao.: FY-15(�54.14 <br /> Date: Oclahel, 12, 2017 <br /> Product Sub Category Manufacturer Product Name <br /> Category ry <br /> NewSouth Window Solutions 9600 Fixed Window <br /> Windows Fixed 4901 Oak Fair Blvd wl Flange <br /> Tampa,FL3. 3610 I <br /> 1613)284.0129 "Non-Impact" <br /> Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System 10#1998)for <br /> NewSouth Window Solutions,based on Rule Chapter No.61 G20-3,Method I D of the State of Florida Product Approval, <br /> Dept.of Business&Professional Regulation, <br /> RW Building Consultants and Lyndon F.Schmidt RE 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(2017j 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 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-15054.14 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 6. See drawing FL-1 5054.14 for size and design pressure limitations. <br /> Supporting Documents. <br /> 1. Test Report No. . Test Standard Testing Laboratory Signed by <br /> ATI C6764.07-501-44 AAMAANDMAICSA101/1.S2/A440-(08)(11) Architectural Testing,Inc. Michael 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 Slaned&Sealed by <br /> No:FL'15054.14 RW Building Consultants,Inc.(CA 49813) Lyndon F.Schmidt,P.E. <br /> 3. Calculations Prepared by Sinned&Sealed by <br /> Anchoring RW Building Consultants,Inc.(CA 49813) Lyndon F.Schmidt,P.E. <br /> 4. Quality Assurance %%topers%,, <br /> Certificate of Participation,issued by National Accreditation and `fit <br /> % <br /> 'k� S C H Ad f"O <br /> Management Institute,certifying that NewSouth Window Solutions is O�P. <br /> Alto <br /> manufacturing products within a quality assurance program that complies E 1AVf <br /> with tSO/lEC 17020 and Guide 53. <br /> No 43409 <br /> STATE 0 <br /> 100*. <br /> A% <br /> 0 Ft I V..-* yndon F.Schmidt,P.E. <br /> .... .... FL PE No.43409 <br /> Sheet 1 of 1 10/12/2017 <br />
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