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<br />ENGINrE.ERING EXPRESSO
<br />PRODUCT EVALUATIll FtEPORT
<br />Sinittiltenher $5, 2020
<br />AfrielciAl Nurribire- 121W, - P2
<br />EX PeAl thahl 2D41543
<br />Fiffdoct blanufarArser Alt Aternishoso Sli0ferv, arel Glass
<br />Manufacturer Adiffiess I W Donna Road
<br />Wag Palm Beach FL33400
<br />ProducliNarnabOres"Mon 24I Gallainized Steel Skirm Parielle
<br />Large FARI Impact Resisharr:
<br />Scall of Eval"arfibri".
<br />This Ptisduct 9-�lftkmg�n Papar Es lailiflill issired 41 acctedarl with the requirefriants offlar Florida
<br />Department of B;Mffm=- and ProbaIlsorrial Regulation (Ffor�" Building Co.-Wre.--uoi PuLaChapireir
<br />61GZD-3 WS, F,AC � fierstadenince, acceptance pot Method 1pri TheprOd-trionadlaistee, has been
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<br />Sateenth ECIUMME (20M and It, to INER Ifurpose intended, in least equoliatere to that Laquirred by the CAme
<br />Re-mlardion sLA ON. fir.,cdIl shall K,R requil lolkeilrj:� poinnerill Fflutdra Suflieng Code rincurfiNcirlbliaRris of
<br />rairuricre
<br />substantOdIng Darill
<br />A _P822_y_CT_Ey&WMXP_1N9I
<br />EX arrairsingLIKED-31543 fided -24ga Galvanized Slaill Stol Pon" (HVHZ & son,tiVell)', shfigeatIS,
<br />prapaulia he Engesentruxt Express, signed & seated by Frank Bennardal P E is aq crivegra, part of fees
<br />Evaluation Report
<br />. TEST REPORTS
<br />Uniform slartic structural parilloirmance has been tested in fit;oordlince vath TAS 202 last Standards pot test
<br />Rapti SBT-ASG-17-001 by Btackwater Testing, Inc
<br />Large intial impact resistance and cyclic loading iferiblunarel IT its been tersted Iti accutdonce with 7AS
<br />20I and TAS 203 pill standards per test leporpSi #ST-fi T 7-001 by Blat"ter, Testing � trio.
<br />. §jffkGjqK&Mjg�jG�i.gALqqLA,noNs
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<br />,RivEparrilhiet arrinillriq ONAidintarialyers to rpAl the Winning dil lAcerin
<br />I INAEFARTrafrT, Allorriaerle Speris
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<br />ISD SW 12- AVENUE SUITE 106, UttrElfto NfAEN. FLORIDA 33442
<br />1954 I 3541�05130 1 (856) 1W99910
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<br />All Annitinefin Shauro and Glass - 24ga 641tiarh7ed SIM Stum Pariele
<br />Nin 33% Increase in alliferimble aluees has barcalissuld in The design of fts product,
<br />Sepialatoon, froin gliforl not roduflud! Tot Wisruirshorric rAAoUXE 04 MA"d gone 4 and essintrilifil facft,ft
<br />Impact Resilistance.
<br />Large Irripact Resislall loss bourn, derrinonsualot al evidenced to Firrifiourstill, failed fear roccilife), and IS
<br />accounted lot Urr the antitrottering design of Eles ptoduct.
<br />fflindLoad Resistance
<br />The product has been designed In Hasell RiAnd loal as indicated In the spent schredukilsi or. Live
<br />Lespectinie, Product Evaltriation Docurpent (fill anguralunning difaviting)
<br />Installation
<br />TYPES product shall be rinstall in strict =arripual with its respective Product Evaluratinit, Docurrient if Sr
<br />engireael drawing). ating vAth all corritionarvin nolaid thetain.
<br />Product cornponeirds shall be of 1" material wtlecilfiad in that product s respective Product evakm--._wl
<br />Docurneni (i.e. vVinvil dousing)
<br />Limitations & Conditions of Usa.
<br />Use fell tinEducl shall be Re sit" acC.lErdArwEql AlAt! PET, respective lPiIii::�d�ijIA!Ev,nkjaftIofi DRACurrAl f IiI
<br />eirguneriltrig drawilwa) as rinkid ERSErEFIO
<br />Pot suppretl host Strudierifil, Shall be docianad i resurdaill Super tinifirRitirld eads and shall be We ordensill
<br />hood In flus prodirlit's respective anchor schadErrill Tkier structuto con'diblo"s which art Oil IAAA:*;xFad W
<br />In line, produl Esigpootor HiNFRIEFFEIr schedule Sheirl bo deNuirred tot on a wtia,spituilic banner OR a agOlarriad
<br />lublerrisforeal angmer
<br />All cornponents, which are parrearrently insfallied shall To pratecled against cocraslarl cornhustrulas ac- art-.
<br />chain such damage A all threl
<br />Thia, Product has been itesigned fil use -,elh.n and oranwde the High Velocity Hurricane Zon ii IE00'ril
<br />R,MSIIIM�kfully,
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<br />ENGINIEERBSEII Exintitirzss's
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<br />160 Site J2" A,l,ritil Sut-E 1106,, DEEP-111i BEACH, PLORLDA 33442
<br />(954) 35 -__6 i i 396-9999
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