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<br />E:Nc31NEERlt4© Expar-sSs
<br />PRODUCT EVALUATION REPORT September 15, 2020
<br />Application Number. 17869.1 - ie
<br />EX Project Number 20-31543
<br />Product Manufacturer, All American Shutters and Glass
<br />Manufacturer Address.'. 1640 Donna Road
<br />West Palm Beach, FL.33409
<br />Product Name It aesc iabow 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant.
<br />Scope of Evaluation.
<br />This Product Evaluation Repoli is being issued in accordance with the requiremenis of the Florida
<br />Department of Business and Prnfeasiooai Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3, 005, F A,C , for stalewude acceptance per Method i (d}.. The product Noted above has been
<br />tested and/or evaluated as summarized heroin to show compliance with the Florida Building Code
<br />Seventh' Edition (2020) and Is for the purpose Intended, at least equivalent to that, required by the Code..
<br />Re-evaluation of this product shall W required following podioent Florida Building Code modifecalionsdi
<br />revisions,
<br />Substantiating Data.-
<br />. PRODUCTEVALUATI DOCUMENTS ON DO U
<br />EX drawing 420-31543 tilad'24ga Galvanized Steel Storm Panels (Hi & Non-HVHZ)P, sheets 1-5,
<br />prepared by Engineering Express, Signed & sealer) by Prank Belmnardtr° P.E. xs on, Integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance ties been tested in accordance with TAB 202 few standards pat fast
<br />repents) *BT-ASG-1 7-001 by Blackwale; Teshng. mc.
<br />Large missile impact resistance and Cyclic loading performance has been tested lit accordance with TAB
<br />201 and TAS 203 test standards par test report is)1BT-ASG-t 7-001 by Slacflaratet Te sung. Inc,
<br />&I -LSTRUCTURAL ENGINEERING CALCULATIONS
<br />ured engineering Calculations have been prepared which evaluate the product based on
<br />Comparative and/Or rational anaNsss to qualify the fallowing design criterra'
<br />I- Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />d. AnehtrSPacing
<br />160 SW 12'" AVE4LIS a4'U1TE 106,, DEERFIELD BEACH, FLO410A 33442
<br />(954) 354.0660 1 (666) 396-9999
<br />TEAM0f NGiNEE:RINGE7IPR:ESS.CAH.
<br />EuGiNEERt NGExPAEss,COK
<br />Page 2 Or2
<br />AM American Shutters and Glass - 24ga Galvanized Steel Stonn Panels
<br />No 33% Increase in allowable stress has been used in the design of thisproduct,
<br />Separation ttonglazing is not required for Installations ous Id of -Ind zone 4andesse essential fad1phas.
<br />Impact Resistance.
<br />-
<br />Large Impact . s bee do ante as evidenced cedt evious. listed testae ors nd is
<br />Oar Resistance iTa n men tad n )n1, a prp [ 3 0 p�f
<br />a+lcoumed for in the engineering design of this product.
<br />Wind Load Res istan ce
<br />This product has been designed to resist Wind loads as indlcow in the span achadule(s) on the
<br />respect" Product Evaluation Document(1e, engineering drawing).
<br />installation
<br />This ptodud shall be Installed to strict compliance with its respective Product Evaluation Document do
<br />engineering drawing), along with all components noted therain,
<br />Product components shalt be of the material specified In that product's res eoitve Product: Evaluation
<br />Document (La- engineering drawing).
<br />Limitations & Condtions of Use.
<br />Use of this product Shelf be in strict accordance with the respective Product Evaluation Document (Le..
<br />engineering drawing) as noted herein -
<br />Ail supporting host structures shall be designed 4o resist all superimposed loads and shall be of a material
<br />Naiad in this product's respective anchor'schedule, Host structure cdndifions which are not accounted for
<br />to this product's respective anchor schedule shall be designed for on a site-sperABc basis by a registered
<br />professional engineer.
<br />All Components which are permanentlytrstalled shall be protected a aI st corrosion, conlaminathan, .a rd
<br />What such damage at all lamas
<br />This product has been designed for use within and outskda the High Vetoc" Hurricane Zone (HVHZ),
<br />RespeafTilly.
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<br />Frank Bernardo, PE
<br />ENGINEERING; EXPRESS*
<br />hI'E0046_ 49 # Cert. Autlh. 9885
<br />. 160 SW 1:2''k AvENus SuSiE 106., DEERF15La :BEACH, FMRIOA 33442
<br />(954) 354 0660 1(866) 396"9999
<br />TEAN@ENGINE€R1NGE%PRES.S.,GOM
<br />ENGINEERINGEXPACI,S.CQM,
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<br />t, INSTALLATION ARE ONLY VALID FOR W,XK. A. D_ DESIGN SHALL BE 2'-6" !*I * 1 _ G�*a s"
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<br />PANEL LENGTH, d: s r / #. l te4�
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<br />24ga GALVANIZED STEEL STORM PANELS HVHZ � ND -HVHZ'
<br />PANELS MAY BE NC'7r.HEOA6 REQl71RELL, i-OPTI4NAL?l.4-2DS'RTCH
<br />PROVIDED THAT CONNECT I. AND POL79 WITH 7VA'SHERER
<br />ANCHORS, ARE USED IYli}GH SATISFY WING NUTS FASTENED
<br />SPANS A40VEI HELt`i+,4 OVERLAPSM'@ TSPAN jI
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<br />SHEET NO.
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