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<br />Etsiiialil%IEERING EXPRESS
<br />PRODUCT EVALLIIATIDIP-4 REPORT
<br />upromber 15, 2020
<br />AlKlircalion, Nuriax-v 17-Mx I - 42
<br />EX PNeAALD Number, 20-31�Aa
<br />Pfillducl 1114amulacilutisq,: AtiAshoricain Stattialls and Gass
<br />IIIIIPTONA,claLur Address 1540 Donna Road
<br />stener PRINT ftrich. FL 33409
<br />Product Name & Dissliopon. 24ga GaNANIZed Steel $Win Panels
<br />Large Wasile impact Resistant
<br />Scope of Evaluation:
<br />Thus Pfadoor E,nalustun Repoli is thing issued in accordance wall We "frementy of the FITAida
<br />Department Ell Bustrisaiii and Proleswonal Regulabon (Fiarrida Buflaurg Commission) Rule Chapter
<br />6IG20. 005 FAC . fatstrusEANdo acceplante got Method I(d) The pturimonoted atovehas been
<br />Issfildend'of evaluated as sum razed herian to show compliance wDif the Flarrida Builiffing Code
<br />Seventh EdYINin (2110) and is', for, the. proposes intended, at fousi "utliaNind to firrat ractwed by tht Code
<br />Re-evaluabclf o(this prelIXI thall be LED ulted fimlleMne poNfluWaril FWW Belittling Code modifications or
<br />felAsians.
<br />Substantiating Data:
<br />A
<br />eRgl2ga Q�A_ILILNA,712V DOCUMENTS
<br />EA drawing 420-31543 afled'24ga GaNanized Steel Storm Panels lHVHZ & Non-HIVNZ) selean.1-5
<br />preptated by Engineering Express, signed & seated Dy Frank Benharda, RE Is an nalegnH part Pit his
<br />Evatuaton Report
<br />. TEST IORTA
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<br />Uniform -AINF SAhrotinal P&Ifaffirefitie has been tested in accordance with TAS 202 test standards per test
<br />Cements) ALET-ASG-17-001 by Effackoratert Testing, Inc.
<br />La rp trawshe arripact resi-wance end cycle loading Perfammous has been twed in accordance with TAS
<br />201 and TA S 20-3 end standards Per test rrsplin%� #BT-A80-1 7M1 )EN, EllarcoKmer TWMQ IML
<br />. IRTIRKTOALINMRING QAJ&ULAnQNS
<br />Slirucluml angmeaflag Calculations have been Prepared which avatuatal t1w, product based On
<br />comparserve, arldr(or national Analysis to quakil the lohmiling dosatpf criteros;
<br />$. NlratIoutin Alberaline S,selilts
<br />2, MOVornifIrr Altravagav St, arts
<br />3 Morurnorit G€assSepatagOn
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<br />160 SW i2"' AVENUE SUITE 106, DEERFIELD BEACH, FIGRZOA 13442
<br />(954) 354-0660 1 (866) 396-9099
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<br />1 24 GAG( GALVANIZED STEEL STDRUY PFANEL 1 l-,,
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<br />No 33% Increase In allowable stress has ben used in the design of this Product
<br />Separation Yom geazIng is not required for Ynsouatforri; outside of wind zone 4 and essential hiciteres
<br />Im pact Resistance:
<br />La%M Impact Resistance lies been YeLtonsoared Iii "LITL1 oftmild In L111011,1111illigly listed text Teport(s), and Ify
<br />LIOL!CHHOW (OF In the 9rn9kneefIng del,Y11111 Of this JAIDIIIHA
<br />Wind Load Resistance
<br />respective Product Evaluation Dricumairril (i a. er4peorl drawing)
<br />This IaYl0ud has beert designed to (Cisrst wild loads as uAlcatod Ili the Spen uhadrasts) on Itar
<br />Installation
<br />This product shall be installed in strict compliance WALL Rr rogpoclnta Product Evaluation Doe-WW'D it -
<br />nineveng drawing). along with all compmenis mohid there attin
<br />Product componentsshall beofth..?nvterialspw5edin[balptodur,i*s respective Product Evaluation
<br />Cocurniont (I.* engineering drawing)
<br />Limitations & Conditions of Use.
<br />Lee of this pro -duct shalt be In stird acewdanc�A with this lexpeceal Ptoduct Evolialkim Oocurrreort ft at
<br />angONSTELLing drawirfq� as Acted ho,ein
<br />Ali %upporeng he%[ rLiruclures shrul be designed to DrIaOt AT a"PeFirriportedbrindis and %hWT be At a conferral
<br />tested ir'�h& Product'llt reliNcoctiver anchor schadule. Hosts1ructure Conti %hIcti are nor accounted low
<br />In this pfcducl'u iespecireaf anchw scheduk, 0TRAlt be thesignoNd for on a sirfe specific basis by a registered
<br />All osinpineraswNch are leattirrovently instalsed BIHAR be picAlicoad against Corrosion. -oinlamk)mion Ahd
<br />prokeslonst englireen
<br />rAh@v such damage at all Vanes
<br />This "duct has taaern dowgriad for use vorthin and otitside the High Veforq HIITTICEHN& Zone (HVHZI
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<br />ENGINEERiN73 ExPREss"
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