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Product Evaluation Report Rule 61G20-3 F.A.C. j Report into. 1951,Rev. 1 1 Project No. 05-0705 1 8/3/15*1 Page 1 of 3 Product Manufacturer Product home.Modelandior Desaiution Elixir Door and Metal Company Non-impact Glazed or Opaque,Inswing or Outswing,Painted Steel or 121S Pope Drive Vinyl Laminated Steel Doors with or without Strom Door—X Douglas,GA 31S33 Code:Current Edition of the Florida Building Code Caornolance Method:Fla.Admin.Code R.61G20-3.905(i)(a)—Certification Mark or Listing;as administered by the Florida Department of Business and Professional Regulation. Product Testing,Materials and Certification:Test Reports by Dallas Laboratories,Inc,1323 Wail ST.Dallas,TX MIS • ELIXOOS0.#44276,dated December 2:41011 to ASTM E330-02 • MOM-#44277,dated December 21,2011 to ASTM E330-02 • EUX0052:#44278,dated December 21,2011 to ASTM E330-02 • EID S3;044279,dated December 7-1,2011 to M M E330-02 Product installadDri instructions:All drawings fisted below by PTC Product Design Group,Revision A,Dated 8/3/1S,signed and sealed by Robert.J.Amoruso,P.E. • ELD OW.Model 402-14 Non-impact Outswing Vinyl Laminated Steel Door w/Storm Door • EUXOOS1:Model 402 20S Non-Impact Outswing Vinyl Laminated Steel Door w/Storm Door • EUX0052:Model407 Non-Impact Outswing Vinyl laminated Steel Door w/Storm Door • EUX0033:Model 430-W9 Non-Impact Outswing Vinyl Laminated Steel Door w/Storm Door Engineering Analysis&Evaluation:The following evaluations,engineering and/or rational analysis/calculations have been performed. • PTC PDG Report No.1933 Anchorage Engineering for doors shown on drawings EUXi0650,ELM0052,ELIX0052 and EUXi?0M3,signed and sealed by Robert).Amoruso,P.E. • PTC PDG Report No.1934,Anchorage Engineering for doors shown on drawings ELIX0036,signed and sealed by Robert J.Anioruso,P.E. • PTC PDG Report No.1935,Anchorage Engineering for doors shown on drawings.ELD(W33,EUX0037,ELIM39 and EUX0039,signed and sealed by Robert J.Amoruso,P.E. Limitations&Conditions of Use: • This product has NOT been evaluated for use Inside the HVHZ(High Velocity Hurricane Zone). • Refer to Product installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Maximum allowed sizes of fenestration components. a Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7:10 for components and cladding based on allowable stress design. • Site conditions not covered Iri this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy ofthe existing structural substrates as a main wind force resisting system capable of-withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. MNUN A, PTC Product Design Group, L.LC i PO Box 520775 ( Longwood, FL 32752.0775 321-690-1788 1 FBPE Certification of Authorization No. 25935