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<br />EtsilrwNEERiii EXPRIESS Bit
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />(Application Number. 17869.1 - R2
<br />EX IDDEfte-1 Number 20-31543
<br />Product Mauro clUror All American Stiulters and ditrass
<br />Manufacgureir Address 1540 Donne Road
<br />West Palm Beach, FL 341409
<br />Product Nam & Description: 240a Galvanized Steel Storm Partals
<br />Large Misslia, Impact Resistant
<br />Scope of Evaluation:
<br />TIC Product Evalfrargon ROW is bNoff issued In acconfai with the requirements of the ftrida
<br />Department of Ehuthiess, and Prefasaimlid Regulation (Flonda finilding CornrInsini Role Chapairt
<br />6IG20-3,DG5 , FAC. for sWievade acceptance per Method 1(d), Treprodod noWabmehaab"n
<br />tested .rwdf era oared as summanaird herein to show compliance vath the Florida Buichna Code
<br />SevWh 15:11tion (2M) and is for 'he numose intended. a' least BEfurvalong to that required by The Code
<br />Re-evaluation of Ii Product ill be requited following partintint Florida Our ding Code modifications or
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<br />Substantiating Data:
<br />. MENTS
<br />EX drantring #20,31543 tited 124ga Galvanized Steel Storm Panels (HVHZ & Non -II sylvars 1-5.
<br />p-,uF,-,-:bVEngineenngExpre�- �s.-a&seaWbyF,mkBe�.-Q(do,P.E isarlwaiarrappelf olunis
<br />EvaeatiftEr Report
<br />. TEST REIII
<br />Uniform Plate struoural performance has been tested in ft-cordaRre, eant TA 21M, lost PiRalards; per rest
<br />rapieftts) OBT-ASG-17-001 by EIlackovaler Testing, lina
<br />Iaaz �I,IqI �Aa IIIIII a-d Ey,ll- Lowfislif p*f1V,YRMD- - h-in, i,ndod 4. .cESTSI.N., ,yrfll TAS
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<br />. STRUCTURAL CNOINEFFUNG CALCUIDI
<br />Strixtural engineering carcutagrons have been prepared which evaluate the product based on
<br />uETFIEpatatwe andler rational ani In quality OFF fralloRring desian Sritvria:
<br />1. Maximum Allowel.- Spans
<br />2 KrInvurrTAXIBEE-AWSprins
<br />3, WriNvulnC"InVasoparatorr
<br />4 Anchat Spacing
<br />160 SW 12- AvEmuir SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(054) 354-0660 1 (866) 396-9999
<br />TFAPH@ENGI4EERINEPxFRfE5-4om
<br />II , ELF,lixoXiliss.com
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<br />All American Shmam and 61ass - 24v-
<br />p G:Jairinbd Steel &LI Panels I
<br />No 33% increase in allowable press has been used In the design of this product.
<br />Separatlosl from glazlrp rs nix required for installations oulisdille of Wind zone 4 and essential facifiges
<br />Impact Resistance.
<br />Linge Impaid Fienstance Kos been demonstrated as evarameeni icrevIl Wed rest DiPODIED, and is
<br />cc for for Bin the engineering design of DUE forWil
<br />Wind Load Resistance
<br />This pradua has been danned to rosist wind trade as indicated in the "In ischodvlets) on the
<br />respective Product Evaluation Document (i a engineering drawing)
<br />Installation
<br />This Product shall be installed BY si cornpliancewith Its respechal Product Evaluation Document It e.
<br />engineering dravring) along Win all ranufforulinils nosed thnitelf,
<br />Product comaorards shall LRE Ijf Ow margenal SuFNIALA, A! IN dhad PrixtEri in���il:)Lru�th'lulrrI'PTII:Kil,FCf rViguAtr I
<br />Docurrai 6-a. Orasurreenn9dravong)
<br />Limitations & Conditions of Use:
<br />Use of fles proNAi shall De In strict acmdance, With the respectsre Product Evaluabon Document �
<br />ENVineenng drawni as noted herein.
<br />All supporting host structures shall be dogrittrad to resist fill superimposed Foans and shag be of a ruEdaTief
<br />feted in this product s respectrue anchor scheri I sirw1I carricitiona, soluch File nor accounted for
<br />�;:mis Prodi fosfnc�uvftanchor soadiwo Ii IAIT ifirtApned foi, on a NAL�Etpri hasis I a reArstered
<br />olwssawad onginaer
<br />Alf components which are peamarlooffly, insIONINI s hall be 0 dected injfflnst corrosion, cHnIarrifnarbon, and
<br />omer such damage at air Urnes-
<br />This product has been designed for use within and outside ire Dwp 'velocity Hurricane Zeno (MI'Di
<br />ResEENCID aiv.
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<br />�SD75R�au!I Frank Hermardo, PE
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<br />- 160 SW 1211 Al-LiF SUITE 106. OF. 1ELIS EeAtH, F,oRIDA .11442
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<br />MATERIAL, It ANEDIDIR TYPE, SELECT U15IGN LOAD GREATER THAN OR 5WALTO NEGATIVE DESIGN
<br />LOAD ON Sh � FuT AND 3EIIE(3 T SPAN GREATER �_, ORE AlCELITO 5HWTI on SPAXS E115ffr
<br />CONNECTIONITYPIF BASED ON APPROPRIATE VIOUNDUNG CONDITION ISEE MOUNTING DETAILS ON
<br />SHEET4hEN'7ni=anoN
<br />. "
<br />1 -TA I-- 'Emi ARE STUDS IN CONJUNCTION WITH ALL MOUIT11ING nCMUSIOW.
<br />FASTENERS'
<br />if-Pl"rfika,,STUODEDANGI.E, ETC I LISE625.00 PANEL FASTENERSPATEENG 'Eatc VALUES FOR
<br />At,L'H'- AND'W-HEADERS (INOILUDING BUTUDOUT CONDUTICINS)
<br />S, wwwamu EH&�MMEIIOSW�LIBEASW-�lw!f44KC14aR"EDI)ALE
<br />P MNINUA --41,ErA4ENt AND Ei DISTANCE ITSIDIUDES STUCCO, K;I TRICK, ALND OTHER WALL
<br />HNS WALL FINI 5HALL BE UMFtlii TID Wit - FPK OR SHALL BE VERIFIED Sir CITKI. TO
<br />ADEQUATELT TRANSFER LOI TO Hiii 5TRUCTUPIE
<br />61, CONCRUE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN,CRA-iKTlD DRKEai ONLY.
<br />V. WHOrMnl4CSTAI.P-"UrAGISV=DPPA--G,6Yr.TINCCONDM-�---M"tA"V, 1I
<br />VERIFY THAT FASTENEM ARE INTO ADEQUATE WOOD FRAPRINO HEMEERSiNCYTPILTYROOD, FASTENING
<br />i I.C. WHERE AP10MRS FASTEN TO NARROW FREE OF STUD FRAMING , F&FTeNERSINALL BE LOCATED IN
<br />CENTER OF N,.CK&L 2- X 4" � Night) WMIT STUD Dy- El E DISTANCE 11 ACICEPIABLE FOR WOOD
<br />FRAMIFI WOOD STuD SHALL BE -SOUTHERN KNIT, , �.55 OR GREATER dEmM. LAC SCII
<br />SHAILL Hi AIRLUPS PAN HEAD OR HIEK NEED.
<br />LA. REM 33NEDLEAND AIRS ARE DrW�T ITANNEI-AMITE, ALL -POINTS 50-10-SETIS BRASS NISHING.
<br />lZ MAC-042 SCREVIES SHALL HAVE 1W PAR Bril FINGAGEMENT OF TME-ADS INTO THE EASE
<br />ANCI AFEDENAN HAVE EITHER A PAN HEM, TRUSS If I OR WAFER HEAD (samal ri WN 0,
<br />13� MINIMUM EMBEDMENT AND Eli DISTANCE 1EXCLUDEs STUCCO OR EITHER WALLFINTHES.
<br />L 4.71 O ❑i ES ANCHOFtCOWtTIMSWHIOIARrt NOT ACC511ITABLEuSIS-
<br />, IS '"LINE ChT#Mt,GRK]T CM3t.'r-_:�...P� g��T.TAwP'€1R��- .,,SlEOC.
<br />" THIS SHEET.
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<br />SHEET NO.
<br />SH 1.5
<br />
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