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15-15945
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15-15945
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Last modified
11/17/2015 7:46:16 AM
Creation date
11/17/2015 7:46:15 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
15-15945
Building Department - Name
ROBERTS,R DONALD & ARENDSE NORMA
Address
5909 YORKSHIRE DR
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, ' c� <br /> � � R R W � ilding Consultants, Inc. <br /> W Consulting and Engineering Services for the Baitding Industry <br /> � P.O.Bo 230 Valrico,FL 33595 Phane 813.b59.4197 � <br /> • � Ftorida Boazd of P afessional Engineers Certificate of Authorization No.9813 <br /> . , , <br /> i i <br /> / <br /> Prvduct �u6 Gategory Manufa turer Product Name <br /> Category <br /> 31lding Exterlar NewSouth Wlnd w Soluttons Vantage <br /> ExEeriar po�� 4901 Oak ir B1vd Sliding Patto Door <br /> Doors Assembites 7ampa,F 33890 "Non-Impact" <br /> ` 513 2 A129 <br /> Scope: Product Evaluation repart issued by R W ilding Consultants,Inc.&Lyndon F.Schmidt,P.E.(System IQ#1998}far <br /> NewSouth Window Solutions,based an R le Chapter Na.61G2Q-3,Method 1 d of the State of Florida Product Approval, <br /> Dept.of Business&Professional Regulati n. <br /> RW Building Consultants and Lyndon F.5 hmidt,P.E.do not have nor will acquire financial interest in the company <br /> manufac#uring ar distributing the product a in any other enfiiy involved in the approva�process of the praduct named <br /> herein. <br /> Limitatlans: <br /> 1. This product has been svaluated and is in compliance with the 2010 Flodda Bu3lding Gade(FBG)structural requlrements excluding the <br /> "High Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaeed as sho on detaiEs.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. When used in areas requiring wind bome debris prote ian,this product is requlred to be protected with an impact resistant covering <br /> that compiiss with Section 1609.1.2 of the Florida Buii ing Code. <br /> 4. For 2x stud framing construction,ancharing of these nits shall be the same as that shown for 2x buck masonry construction. <br /> 5, Si#e condi�ons that deviate from the detalls of d ing FL-15449.i require further engineering analysis by a licensed �ngineer ar <br /> registered architect <br /> B. See drawing FL-15449.1 for size and design pressur limitatfons. <br /> Supporttng Documents: <br /> 1. i'est Reoart No. Test Standard Testln4 Labarakorv Sianed bv <br /> ATl A3924.01-501-4� AAMAIVI/DMAIGSA 101 l.S.2lA440-08 Architectural Testing, tnc. Lynn George <br /> 2. Drawina No. Prenared bv Sianed&Sealed bv ' <br /> No. FL-18449.1 RW Building Consuitan ,Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 3, Calculatlans Preuared bv Signed 8�Sealed bv <br /> Anchoring RW Build(ng Consultan ,(nc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 4. Qua(ifv Assurance <br /> Cectificate of Patticipation issued by Keystone Ceftifi tions, tnc.,certifying that M1tewSau I��ih��W:�} ions is <br /> manufacturing products within a quality assurance pr gram that compliss wifh ISOlIE�:.A� 2�}'asid:��� ��. <br /> vg <br /> Mofi' 'rs+"<a����13qj�r� �"ks?s+ <br /> ' � "°�^' '`, �.�"'�/� <br /> � �;�, 4�+, au <br /> ��:tCi ���°:v� .z."�c,, <br /> �' Y�i A .,, c+a <br /> yl. �. Lyr�ion F.8chmidt,P.E. <br /> � �` y�"_'" F�PE No.434Q9 <br /> �� '° °'�-�� 5/6/2014 <br /> �'�3. �-,��;'��, t�r <br /> PF 1663 8heet i of 1 �;�t�� ,�t �,� ��,tl:�,� <br /> ��J° �'Ax°o��c�j�''a"o:i3�'^'ny: <br /> i ? g <br /> (y,G���Fy3 ,y nvo�„r.¢%}.u�t��"++v <br /> d§ S <br /> ��d/�k`'J A.±��y�'yC,.1s' ,c'��a <br /> r3Fon., .�;«4 <br />
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