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<br />PRODUCT EVALUATIDf,4 REPORT
<br />September 15 2020
<br />ApplIcalion Numbei
<br />I LJS§9 1 - R2
<br />EX Project Numb,&I
<br />20-31S43
<br />Product Manolactuter,
<br />Alf Arnwqfncan Shutters arid Glass
<br />Manufactutai Address
<br />1540 Don.a Road
<br />VV.M P.4, 8--ach FIL 3,3409
<br />Product Name & Dest,npbon
<br />24ga Gattwanized Steel Slorm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />Tt-s Pvnduct Evaluation Repall M being rss,,ed in atcordance, With the,equiTemelits UP I" Ft.,",
<br />rJMEp rhoery of Business am Ptra"�Niorral Regulators (FILirida BLoiding Commws,,,iAoo) Rule c.nap"
<br />f,IGZ 3 005 F A C for Stale -de 3000pance peg Method lith The product noted arne-va has been
<br />Insifid aridiot evakfated as surntiranzwed! hefem to show corripliani;e with the, Flands BuRkilIrKi CLoie
<br />Seventh Edition (2020f and 1s for the purpose Intended at W.,w equivalent to Thai wit,prPro try tb- Code
<br />Re.eVolaalor of Pr4s prodLL-1 shall be waLluoisl lolioyofnq pe-shnent Flonda Su-Itiong Code rrodificatlonB ,,,,
<br />I&VISK)(116
<br />Substantiating Data:
<br />. PR ODW T EVAI-QATIgN P2f,VMENT$,
<br />EA LNa-il #20- 11541- title,j 24g. GaIV40del Steel StOM Panels IHVHI & Non-HVHLI StLePtS I -5
<br />pfrepawed tiv Eniarseevrig Express signed & seated by Frank Bermando P E Is an Integra W of this
<br />Evaluation Report
<br />. TEST REPORTS
<br />Untfcxm static structural rpeffiornance has boon tested in accordance with TAS 207 test standards Pat last
<br />topon(s I *8T.ASG 17.001 by Stackwahir Testing Inc
<br />Large ffnvIe Impact resistance and Lyclic loading perfoirlasice has been tested tit accomiatice m1h TAS
<br />201 and TAS 203 test slandinds new test report(si SIST ASG- 17 001 by 131afTInivate, Testing the
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<br />. STRUCTURAL ENGINEERiNG CALCULATIONS
<br />Structural imliffluel,rig caiclilfal,rm% have been p,opa,ed which evaluale the pffmad Ease, an
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<br />t Maiurrunt Allowable Spans
<br />2 minimum Allowabw Spans
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<br />4 Anchn; Spacing
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<br />No 33% incie4aq in allowable stress has been Used in the design Of thY3 product
<br />Separation from gjaAng is .lot required To, .nsialahorm ows,de ul yAnOl zone 4 and -sorlIjai fac,41'es
<br />Impact Resistance:
<br />I zoge Imparl Resislarico has been rlemon&Traled as, VV,Oencad pia lowevIOUStV IwstA4 I&SI r8r)COW, aw!s
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<br />Limitations & Conditions of Use-
<br />, w Jse ol this pwod�l shal� t*,Il 5110 acce'riance With the ,espe�r;tVc- Prod.,;l E,akjabon Dnc.menl 6 e
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<br />, tom. 1,,-�U� APPLIES 70ALLPR0DUcTSiaEYzT!�DiYERE1N RUTC,NTI PROVIDESr,A,Z 2L.
<br />WHA_LO*AI3L9ANCfiCR5PACING MAA[MUMALL,),,NAULL$PAMSANL)PREV,k)Rf5tNDICAtECI
<br />IN 'PAN SaffIDLiLIESBIALL APPLY
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<br />2 TERIAL,&AMCHICILTYPE SELECT OMKO LEAD GREATER TPU,NwTwR EQUAL TONEGATIVE OESIGIV
<br />LCAP FAN SHLd7FP AND SELECT SPAN GREATER THAN CA. EQUAL TDSMATTER SPAN 5e'" CONNE-TION rYPE B&,SED ON A.MROPRIATIE MOUNTING _M�YJDTVON �SEF .00INTIPK N-7AdL404
<br />SHEE1 2 FOR FOEhr-47cAnoij OF CONNECT [ON TYPE)
<br />I 'PAWL FASTENE057 W STUDS USED IN I!nN]LK,-?Of4'eA1TL Ai-1 WAUNTIM, tML15IOr1Is
<br />T FRALK SILIEKIF0 ANGU, ETC I LtSr 6 25 0 C PANEL FASTENER SPAONG TABLE VALUES MR
<br />X t H' AND 'U' HEADERS (INCLUDING BUILC,DU. rONXTE(NES)
<br />4 AV -HORS 5HALL M 114STALLM IN AOCC,RrANfM WITH KAPIUM-MLEBRZi kE1Vf,)MfN0ATIrjwA1_
<br />5 1*QLUQ'N a .t� HTNT STRUCTURE 5ri,A LA. _ONFO" TO ASTIM CW BLIXK
<br />S� ilw"UkIN IL"EM SHALL BE AS NOTED IN ANCHOIR 5017DULE
<br />7 .A.,, EMISEDMENT AND EMS MIAWE EKCIUDE5 5TMM, fCIAN Ha[C), ANID OT�4!EFA �ob
<br />ADEWIELY TPAN1,PeR!_OkoS TO HOST STRUCTURE
<br />H. CI417f AfKHORI, NOTED HEREIN SHALL BE FNIBEODW TO Low IIIACIQED CONCRETE ONLY
<br />C* 9 WHERE EY15714GSTROCCIURE IS'AIDOO PRAMING.MSTINiGCONDITIONS MAY VARY FIELD
<br />vtFU" THAT FAST ENERS AKE INT(ADEQUATE *ODD FRAM[ING MEM15tRS, NOT PLYWOOD FASTENING
<br />TOPLYWOCr ISACI_�YT&W OW( FOR SIDE CL05UP_EP[E1_EE
<br />iO *1ERF ANCHORS FASTEN TO r0AWW FACE OF SILL, FRAMING, FASTCNEQ. ShAILL BE LOCATED to
<br />CF-1-1 ".DFAJOMIIRAL 2- X 4- (MIN I WOOD t,TUD (f,' EDGE CISTANCE 15 ACCEPTABLE FOR WOOD
<br />PRAMALIG) WOOD STUD SHALL BE -'OUrHERN FINE' "OL.55 CRTREATER DENSITY LAG 3CIRE;v
<br />4,AUL HAVE P14 "OPS PAR HEAC, OR HEX WAD
<br />tl RE"JVABL! 44-_�OA�- ARE DEWALT PANEILMA�, ALL-FOLIVI-5 501.30-5U- 3 BkAS`5 ISU5111ING
<br />._2 E 0- MINIMUM ENCAGE"EW OF TI-LACADS MILD THE BASE
<br />AAACHTNE S--REVAS SHALL HAVE 1 4MC"UP AND MAY HAVE EjjhFR A PAN HEAD, TRUSS HEAD OR WAFEP "FAO f5!OEVVALK:2L.Te N 0
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<br />t3. MftM)w4 EMBEDMENT AND EDGEGE DISIAME PACUODES STIXLC r, OR Or HER WALI NISH
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