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� R ,W R W Building Corlsultants, Inc. <br /> BConsulting and Engineering Services for the Building industry <br /> � P,O,[3ox 330 Vnirico,FL 33595 plib�te 813:659.9197 <br /> FloriJa Doard of Profcssion�l Enginecrs Cenifica�e ofAuthori�atioh No.9813 <br /> � / / � 'I/ � I 1 <br /> � � � <br /> Proiiuct Sub Category Manufacfurer Product Name <br /> Category <br /> Sliciing�xferlor Assoctated Materials,fr1c. Mod�l 51"i"5/51"i"6151"i"8 <br /> Exterior poors 3773 State Road Ext�uded 1l(ny!Sliding Patio Door <br /> Doors ,qssemblies Cuyaf�oga Falls,OH 44223 "Noo-lmpacY' <br /> Phone 33tl.922.2108 <br /> Scope:• Froduct Evaluation report issued by R W Buifdirig Consuitants,1nc_�Lyndon F.Schmidt,P.E.(System ID#1998)foF <br /> Associated fvlaterials Inc.,based on Rule Chapter IVo.61G20-3, MethocJ 1 D of the State of�Ftorida Product Approval,Dept. <br /> of Business&Professional Regulation. <br /> �1N Building Consultants ai'id Lyndon F.Sehrriidt,P.E.do nox f�ave nor will aequire financial interest in the company <br /> manUfacturihg or distributing the product or in any other entiry involved in the approval.process of the product named <br /> herein. <br /> Limitafions: <br /> 'I. Tiiis product has been evaluated and is iri compliance with the 5th Edition(2014)Fforida Building Code{FBC)structural reguirements <br /> excluding the"High Velociry Hucricane Zone"(HVHZ). <br /> 2. Product anehors shail 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 Section 1609.1.2 of the FBC. <br /> 4: For2x$tud 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-'12323.14 require further engineering analysis_by a licensed engineer or <br /> reQfstered architect. <br /> 6. See drawing FL-i2323.14 fotsize and design pressure limitations. <br /> Sopporting Documentsc - <br /> 1. Test Report No. Test Standard Testinq Laboratorv Sictned bv <br /> ATI 74476.07-501-47 AAMAlWDMA/CSA•101II.S.21A440-05 Architectural Testing,lnc. Lynn George <br /> 2. Drawinq No. Preaared bir Siqned 8 Sealed bV <br /> No.EL-12323.1�{ RW"Buittling Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. <br /> 3. Calcufations Prepared 6V Sl4ned&Sealed bY <br /> Product Anchoring RW Building Consultants, Inc.(CA#9813) Lyridon F.5chmidt, R.E, <br /> Buck Anchoring RW Building Consultants,Inc.{CA#.9813) Lyndon F.Schmidt, P.E. <br /> 4, QualitV Assurance� <br /> Certificate of Participation issued by A�chitecfural Testing,lnc.,certifying <br /> thatAs'sociafed Materials,Ine.is.manufacturing products within a quality • <br /> .,.c,�"� . <br /> assurance�prog�am that complies in�ith IS071EC 17020 andGuide 53. . ' _ , <br /> . . - � <br /> � , , , ' Lyrtdon F.Schmidt,P.E. <br /> _ ' , , ' FL PE No,43409 <br /> , . ' 4/29/2015 <br /> Sheet 1 of 1 ' <br />