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<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Application Number "Wil 1 - R2
<br />EX Prel Number 2011543
<br />Ptoduct Manufacturer All American ShuUerr and Glass
<br />Manulliwilure(Addhil 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Oescapbon 24ga Galvanized Steel Storm Panels
<br />Large h1hisito Impact Resistard
<br />Scope of Evaluation:
<br />This Pfodtl Evaluation Report is being Issued in atr.ordaricto with the triliquire"Frel of the Flooda
<br />Department at Business and Pnolestannal Ragotabon tFicil Building Commalracti Rule Chapter
<br />61G20, 3 005 F.A.0 limstalevinde acceptance pot Meth l(d) The Product noted above lies bell
<br />tested soldier evaluated as summarized herein to show compliance with " Randall Buld,rig Code
<br />Seventh Edition (2020) and is, for ft purpose intended, at least Equivalent to that requored by the Code
<br />Re-"aivattm of this product shall be required following p&Mn*ril Fitilkle Building Code froItifications or
<br />,ev"Rws
<br />Substantiating Data:
<br />. PROQU.CT EVALUATION DOCUMLM .
<br />EY, drawing #20-31543 tiled -249a Galvanized Steel Storm Panels iHWZ It Nort-Hlill ,beets 1-5
<br />prepared try Engmeerng Express Signed III sealed by Fran* Bernardo. P E is an m(egi W of [him
<br />Evaluation Report
<br />. TEST REPORTS
<br />Uniform static struchsal poifornaril nas been tested in accordance With TAS 202 test standards psi lost
<br />urporl(s) ORT-ASG 17-001 by Blackwater Testing Inc
<br />Large initial impact resistance and cyclic "Dri perforrmance has been tested In accc4dance with TAS
<br />2DI and TAS 203 test standards per test (opol 08T-ASG 17-001 by Stackwaser Testri Inc
<br />. STRUCTURAL ENONEEIll CALCULAT110III13
<br />Structural engineering carcuiations, have been prepared wholl evaluate the product based III
<br />comparative anct,or artional analysis to quaidir the tollowing design cotents
<br />I Matunturn Allowable Spans
<br />2 lihnarel Airrie,anter Spant.
<br />3 libraffiturt, Glass Sepivation
<br />4 Anchor Spacing
<br />16D SW 12" Avf,luf 5JITF I06, DISill Bil I'Loti 33442
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<br />All Artil Shrill all 61as, - 2 Iga Gall, all ol SILO SUIT In Panels
<br />NO 33% increase in allowable stress has been used in the design of this product
<br />Separation Ill glazing r, no: oequired to lastal4altools Outside of wl zone 4 and eSwnf4 1301MOS
<br />Impact Resistance:
<br />Large impact Resistance lies been dennonstraled as evidenced In priviol listed test repol and m
<br />accounted lot in the tatigineilill d it of this prorlucl
<br />Wind Load Resistance
<br />This product has team designed to loons, Wind loads as ind,calfirl the spun schedulers) oc Inv
<br />respective Product Evaluation Occoril ji v firigmearing dining
<br />Installation
<br />Ttosptorlucl shall be intotallimi in strict compliance *An AS ias;wOwe Poll Evaluation Docurritiol it a
<br />angirtmeting drawing) along with all components noted thelioul
<br />Product components shall De of thealaterial Specified in that products respeolone Product Evaluation
<br />Document (I A engineering drawing)
<br />Limitations & Conditionr of Use:
<br />Use of this Product shall hear Fill accordance with the respective Prol Evallual*n Docarnew it e
<br />iltsnotehen"neetge �aAM rUipporling nosstructures shall be designer, r resist as sotperwripul loads and shall Do ol a material
<br />ItsieditillusfxodL,-[Srespective ariC�l.ors,1J1et34Ae Final structurecorAilions which are tiul accounted fix
<br />in this p4oducts, respective arichorsclieduto "it be designed for on astle-specilic basis by a registered
<br />professional engineer
<br />All ccisnporients, which are plutinamently installed shall he prolecled against contusion corrantrinatwo and
<br />LAW such damage at all times
<br />This product has been desugnad for use minor and outside the Hlgr, Velticl Hurric,ane Zone IHVH7j
<br />Respvctlblk
<br />I-vank Bennatl PL
<br />ENGthl RING EXPRESS`
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<br />ANCHOR NOTES:
<br />I ANICHODR 5c.)HEDULF IMPLIES TO At.- PRCIDUCTS CERTIFIED HERE IN, 6UT C111,10 PANICIES,
<br />MAXIMUM A"90i AN-Fil 5PAl "MMUM ALLOWil 5FAN5,11,4D FF&55VF1E5 iflll)KATEL'
<br />14 SPAN S01EVULE "LL APPLY
<br />I . ENITER AND40P SCHEDULE BASED ON PANEL FASTENER SPACiNG. INS F USTINIG STRUCTURE
<br />MATERIAL, hANCHOR TIE SEl DES%h LOAD clUFATER THAN CA EQUAL TO Wr.-n VE DESIGN
<br />LQAV ON SHLTTER AND c-FILK-T SPAN GREATER TKIIN OR EQUAL TO SKOl SPAN.StIE-C
<br />COIRWTiFXJTYK SiAl ON APPROPRIATE "XNTING 02NDIT[CRY (SEE MOUNTING DETA21.50N
<br />I 'PANE1 IIASTENIERS' ARE STUDS USED IN CMUNCrION WITH ALL MOUNTING ETERUSIONIS
<br />`-F'-TPAOC mTUDC,ED Aftl ETC I L611I 6 25 - 0 C PANEL FASTENER SKCING TABLE VAFt-It
<br />All AM'U'-HEACEFS(INCLUDif4GBUHDOtP-OM)MONS)
<br />4 ANCHOP5SHALL eEINSTALLED INACXORDAW-EWNTH MANLJFACTUREPS'kECO"4ENn&TloNrI
<br />5 HIOLUD'Ift Bl HOST STRUCTqNE SHALL CONPORM TO ASM C90 &-XK
<br />6 MINIMUM B48FLO-Off SHALL OF AS NOTED IN ANCJH0A SCHEDULE
<br />7 WANIMU4 FMBECOtEPa AND WU MITANCE EtCW DES STUCCO, PJVM. Ill A40 CITHIM AAU
<br />flu HE WALL FifUll SHALL BE LJMC1ZD TC ll MAX OR SHALL BE VERIFIED Oy OTHERS, 70
<br />ADEQUATELY Mit,145PUFF LOADS TO Fill STRUCURE
<br />& CONCRETE AR004095 All HKETAI SHALL BE EMBEDDED TO UN -ClACkl LCINKSkETIF ONLY
<br />9. WHERE ENTSTINCSTRUl IS WOOD MAKING, EXISTING CONAD1710l MAY VkW. FIELD
<br /><I!Ftlrf THAT rASTEPOERS APE INTO ACeQUAl WOOD FUMING MIENIBINS, RCIT PLIFIril FA-STENHOr-,
<br />TO PILYINCROD IS ACCEFrADU ONLY FOR SIDE CL05URE Pl
<br />ID, INHIERE AN"ORS FASTER TO NAJUU'.)h FACE Of STUD fRAMING, FASFISWIFISHALL BE LOCAIED IN
<br />CENT EP. OF NOMINAL 2. 4 4- 111614. t WOOD STUD (C' EDGE GMTANCIF 16 ACCEPTABLE HM WOOD
<br />FUMING) INCIOD STUD 94AU BE -SOUTHERN Ill 10 'S OIL GREATER DENSITY. LAG Sell
<br />SMALL FOVE ?Ill LLIPS PAR ME40 CR HEX HEhO.
<br />It REMOVABLE AeCHDA5ARE D"Alk-T P46NELMATE, ALL -FOV"l5 SCILID-Sal & BRA55 BUSHING
<br />12 MACHINE 51- " Ell SHALL RAW ll MINIM " ENCIACEMENT 13F THill D5 I RTO THE BASE
<br />OWIIIGR AND MAY HAVE EITHER A Poll HEAD, TRUSS HEAD, CIR =0H1EA0F4(qSffiE*Al :MMI'LO Ill
<br />13. MVCMUkiE"EDW"IANt)®GE CdSIANCEE'ACWDL�SSI It f,t Z WAILLP F ,
<br />14. = DEEIGNULTES AWNIA CIDNETIPIGNIS WHICH ii WT ACGjMAaLFdSF _ _ _
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