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<br />PRODur-T EVALUATION RE:PCRT
<br />soptlembor 15. 204
<br />Application Numbilic 178,0R, l - R12
<br />EX Pno*S1 NurriliI 20-3154C
<br />Noduct olanufachunor Ali Arnerican S hulters Finior Mass
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<br />Irleirobfirci4o of Address 154 Donna Road
<br />Vionau Palm Booth FL 33409
<br />ProductNarreFlIDestripilon 249a Galvanized Steel Storm Panels
<br />Laige Nfissita Impact Resistant
<br />Scope of Evaluation.,
<br />IWS Product E-KMU�. RIEPICIT is bleing issued in accordance With the uEduarernords GO tire Florida
<br />Depoirtment at Business and Promrsnional Regulators (Flonda Broildirg Comenissuiru puts Chapter
<br />61 G2" 005. F-A C � lot SWWWrd& B=eMOnCt=V " Method I (d) The product noted above has been
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<br />Severill EF B *do
<br />,i Iolikin (=) and IS fol, thos purpose interUoird, at least equivalent to grat required by In C .
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<br />Substantiating anorFau
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<br />FX drawing #MI1543 Had -24ga Gelvaounim Steel, Storm Panels (HVHZ A Non-_HW_.Z)% sheats I-S,
<br />poloinned by Englieturag Express. signed & soaked by Frank Berinardo, P E in an onlogntl part of the
<br />Evaluation Report
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<br />Uniform Static structural perWffwnce bar been tested in accorrorince *" TASS Z,Q test standards pat test
<br />report(s) #6TAS4_-11=0oI tar Boaciddaurn, Testing Inc
<br />LaW Missile, unpold tesvilance and ciroac loading peftmionce has been Issued in accordance- with TIES
<br />201 and TAB 203 to= standiards per test reparitsi *BT-ASG-1 7-001 by ElackInatior TBRAI out.
<br />. STRUCTURAL EN01YEERM43 CALCULAD211S
<br />Structural engineering Calculations, lialis been oriapPred votilch al,bolonale the 4producl LVI on
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<br />I Maximurit Momable Spoons
<br />2 Minimurn Allowable Splins
<br />3 Minimum Glags Separation
<br />4 Anchor Spacniq
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<br />No 33%.ncrease In allowable stress hour been used in Ole design of this product.
<br />Separation Irom glazing is not nequiled lot installations outside or wind zone 4 and esseritoll WiNhes,
<br />Impact Resistance:
<br />Large impact Re&islarce has been demonsualed as aIddenced In perivlauOV listed test Ferpodill), and �_
<br />accounted rDr In the) ongineenrid; design or -M ExaluiI
<br />vWnd Load Resistance
<br />Ths product has been designed to tem, mrino loads Praineficabod In the Poor! schadulecl) on PrU
<br />respective Product Evaluation Document 0.e� ongiallarkrou drawing)
<br />Installation
<br />This product shall be instaltiod 10 5t" LgnVN2P;=:--- WO-ft ft- fOSPIWIVe PlOd'Ad Evaluation Darumant (, e
<br />angoniamigilravving) along vAth all cumporanw-noted thermal.
<br />Product components shall be ol the maletralsorbol"din trial products respective Product Evaluntrai
<br />Document (i.e. engineering drarning)
<br />Limitations & Conditions of Use:
<br />Use of this product shelf be in sodet acrordance hI the respective Product Elatuaficip Document �,, D
<br />ringureenflIg drawing) a ruled hewoull
<br />All supporting hoal structures shot be doingnia'to rRQMi al�,,,i�4�H���l�i!�110!��l�lli�l6�lrj klindi'llind III be Oil a inoroorl
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<br />prinfiessonal engineer
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<br />Thro, product has b"in d.mignad for LdEE ovilhIn 'And billoilde the Koh VelolcrRr Hurricane Zone WVHZj
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<br />EnGmEERING EXPRESEW"
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<br />160 SlAr 12' ' A,ell,E SlitFrg 106, DEERFIELD BEACR, FtOPIDA 33442
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