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�. ..----,—,..,.�..__ — <br /> , <br /> �,, <br /> . � — ' �, <br /> : + I, I, <br /> R � <br /> � <br /> �IT R W $uildin�,' o{`' sultants, Inc. <br /> yY � Consuiting�md Cngin��cring St •i� Por iiie Li�ritding indiistry <br /> t�,0 IItix 334 Ystfito,FI.3 Phorm&13.b59.9197 <br /> � FioddaBaacduCS�rofczsiomslEnginec:sCsqifirnteofAutkaria6tionNo.4813 <br /> r � <br /> � ! t f t I I I <br /> I ' J <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> Associated Materials Int. Nlode10502 <br /> Windpw }�p��zOnta!SHder . 3773 State Rpad ` Horizontai Siider <br /> , Cuyahoga FaQs,t7#i 44223 "Non-tmpact" <br /> Phoris 330.922.2'108 <br /> Scope: Product�valuaUon report issued by R W Buiiding CansultaMs,tnc.8�Lyndon F.Sctimidt,P.�.{System lD#1896}far <br /> Assooiated Materiats inc.,based on Rule Chapter Na.61�20-3,Methad 11}of the State af�lorida Praduct Approvat,DepL <br /> af Business&Pit�fessioaa!Regulation. <br /> RW Buitding Consuitants and Lyndon F.Schrriidt,P.E.da naf have nor wlii acqu3te financial inierest in the cortspar�y <br /> manuEactu�ing or distributing the praduct or In�any other ent�ty involved in the approval process of the product named <br /> herein. ' <br /> l.tmftations: <br /> 1.This psaduct has been evaluafed and is in com�ltance w+`th the Sth Ediiion(2014)Florida Bvild�ng Cade{FBC}°structura!reqoirements <br /> exctudinq!he"Hlqh Velocity Hurricane ZQne°(FiVWZ). ; <br /> 2 f'roduct anchors shall be as ltsted and spaced as showmon details.Anchor embedmeni to base material shalt be beyond wall dressing <br /> or stucco. <br /> 3,When used in areas requiring wind bome debris protectian,ihis product is required io be pratected wiih an impact resistant covering <br /> that complies with Seciion 16p9.1.Z of the Ftarida BuiSdinp Gode. <br /> 4. Far thraugh the frame anchoring in Zyc siud cansUucGon,anchoring af these units sha}i be fhe same as fha#shown Eor?ac buck <br /> tttasanN cansttuctinr3. ' <br /> 5. Site canditions that deviate from the deta3ls ai drawing FL-11 i41.9 require further engineering analysls by a licensed engineer or <br /> repistered archieect <br /> 6.$ee drawing FL-19141.9 tar size and design pressure limitations. <br /> SvpportTng Dacumenis: <br /> 1. Test Reaort No. Test Standard 7estTnq laboratorv SiQned bv <br /> A'tI A8288.OA-541-+17 AANUVttYDMt1lCSA 9011l.5.2lA440-QS ArchitecRurat Testing,tnc. Lynn George <br /> AT!G4470.02•5D1-47 AAMAlWDMAlCSA 107A.S.2/A440-OB Architecturel Tesiing,Inc. Joseph C�!�Atlison <br /> 2. Dcawina No.., Pte�red bv Slaned&Sealed bv� <br /> No,FL-11141.9 RW Building Cansultants,lnc.(CA#9813) Lyndon F.Schmidt,P.�. <br /> 3. Caicelations Preparec!hv Si,r,�ned&5eafed bv <br /> Product Anchoring FtW Building Consultants,Inc.(CA�t9813) Lyndon F.Schmidf,P.E. <br /> 8uck Anchoring }2W Building Consnlfants,Inc.(CA#98�3y . • --, ' „ LyncSon F.Schmidt,P.E, <br /> A. Qua11tX Assurance <` � • � <br /> Ce�tificate of Participatiqn issued by Arch�tecturat Testing,Ine., '�, _ . � . =.;s <br /> certifying that Associated Materia}s lnc.is manufacluring products �'�, ,:� :... : .' • . =� <br /> within a quallty assurance programthat complies with ISOIIEC °��•;' ' <br /> 17020 and Guide 53 �' u • :r�"�("� <br /> `�j�•1?n��. .,r.....- , `. ..; 3.L-...,.. <br /> �r�°��'L;��t.`�`r._ '.-:. �.;v.,;�"�y lyndonP.SChmidt,P.E. <br /> `�a��`�`'. � �;s� FL FE No.43d09 <br /> *�{IIvaLbu:�+:�`• <br /> 4124l2015 <br /> Sheet 1 of 1 <br /> � <br />