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, �'� ' y . <br /> r <br /> R � R W uilding Consultants, Inc. <br /> . B Consulting an Engineering Servic�s far the Building industry <br /> C P.O.B� 230 Valrico,FL 33595 Phone 813.659.9197 <br /> Florida Boani of P fessionel Enginecrs Certificate of Authori�a6on No.9813 <br /> I <br /> :�. <br /> Product <br /> Category Sub Category Manufa turer Product Name <br /> Swinging Piastpr Inc. Glazed Fiberglass Single Door <br /> Exterior Exterlor poor 5200 W.Cen ry Bivd. t w/or w/out Sidelke(s) <br /> DO°� Los Mgel s.CA ��t���� nswtng Outswing <br /> Assemblies ��`��g <br /> Phone 440. 69.9T73 (; � "I pect <br /> Scope: Product Evaluation report issued by R W B ilding Consuttants,.lnc��d,en �Sc m��Y�tg�n 98)for <br /> Plastpro Inc.,based on Rule Chapter No. -3,Method 1A of the State of�io�i�ai$j���rovat`�ept f Business 8 <br /> Professional Regulation. ��j' <br /> RW Building Consultants and Lyndon F.S hmidt,P.E.do not have nar will acquire financial interest in the co pany <br /> manufacturing or distributing the product o in any other entity involved in the approval process of the product named herein. <br /> LfmPtations: <br /> 1. This product has been evaluated and is in compliance ith the 2010 Florida Building Code(FBC)structural requirements inGuding the <br /> "High Velocity Hurricane Zone°(HVHZ).See the Ce ' cation Agency Certificate for sizes,specificatiuns and ratings. <br /> 2. Product anchors shall be as I"�sted and spaced as sho on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. When used in the"HVHZ"this product complies with S caon 1626 of the Florida Building Code and does not require an impact <br /> resistant covering. <br /> 4. When used in areas outside of the"HVHZ"requiring nd bome debris protection,this product complies with Section 1609.1.2 of the <br /> 2010 FBC and does not require an impact resistant co ering.This product meets missile level"D"and includes Wind Zone 4 as defined <br /> in ASTM E 1996 and Section 1609.1.2.4 of the FBC. ' <br /> 5. For 2x stud framing construction,anchoring of these u its shall be ihe same as that shown for 2x buck masonry construction. <br /> 6. Site condiGons that deviate from the details of draw ng FL-16094.1 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 7. Outswing configuraBons meet water infiltration require ents for°HVHZ".Ali other configurations do not meet the water infiltration <br /> requirements for the"HVHZ"and must be installed onl in non-habitable areas or at habitable locations protacted by an ovefiang or <br /> canopy such that the angie between the edge of cano y or overhang to sill is less than 45 degrees. <br /> 8. When used in the"HVHZ",all system members in co tact with masonry/concrete or exposed to the environment shall be treated with <br /> an approved preservative per FBC Section 2326. � <br /> 9. See drawing FL-16094.1 for slze and design pressure imitations. <br /> Supportfng Documents: <br /> 1. Test Reaort No. Test Standard Testina Laboratorv_ Sis�ned bv <br /> CTLA-924W TAS 201,202,203-94 CTLA Ramesh,Patel,P.E. <br /> 2. Drawinq No. Prenared bv Sl4ned&Sealed bv <br /> No.FL-16094.1 RW Building Consultants Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 3. Miami-Dade NOA No. Materials Testinq <br /> 11-1198.03 PVB Interlayer by Dupon " <br /> 4. Calculatfons Preaared bv Sipned 8 Sealed bv <br /> Anchoring RW Building Consultants Inc.(CA#98'13j Lyndon f.Schmidt,P.E. <br /> 5. Qualitv Assurance � <br /> Certificate of Participation issued by National Accredi tion and Management institute,certifying that Plastpro Inc.is <br /> manufacturing products within a quality assurance pro ram that complies with ISO/IEC 17020 and Guide 53. ^ <br /> . L�--�� <br /> Lyndon F.Schmidt,P.E. <br /> FL PE No.43409 <br /> 1/3/2013 <br /> PF 1704 Sheet 1 of 1 <br /> I <br /> ( <br />