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<br />PR DUCT-F-VALMATIOTOMP
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<br />REPOli III 20-0726.01
<br />F)ATE: Jully 281 2020
<br />PRODUCT CATEGORY: _,;I-Iijftm
<br />PRODUCT gLtB-CATEGORY:, Storm Foriers
<br />PRODUCT NAME: 20 GAOt GALVANIZED STEELSTORM PAREL
<br />MANUFACTURli Glaka I P-rotboon, Rroutta-Lisc,
<br />4KID &W. 61 Stiest
<br />Lonsio, Fland*33314
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<br />QSE OF EVALUXTION;
<br />This is a Prod urt Evaluation Report %st*d by Walter A, I'M 1% Jr., P.E. (System
<br />10 # 1006) to the Global Protection Products, Lli Rule Chapter Nol,
<br />6 1020-3, Method I 0 of the Florida Department of Business and
<br />Prokinforkaf Regulation.
<br />This product is being issued an evaluation Report, as described herein, and has
<br />been verdled for compliance In accordance with the 2020 Seventif Edition of the
<br />Firtirldiii Building Col arld to Verify that the product Is forthe purpose Intended
<br />at Israst equivahant, to that required by the Code
<br />This Product Evallustron Report shall be subject to review and ravicson in case of
<br />a Sielding 00i ctaidinis that may affect his Ilinftations and conditions,
<br />� 2, F`i E SUBMI .
<br />" JDMCT�0014 DOCUMENT (PFE,%t'
<br />DrXMng 140.20-1176, iffled "ll GAGE GALVANIZED STEEL STORM PANEL"',
<br />sheets 1 thru 26 of 26 prepared by Titteop, Irl signed and:sealed by Walter A.
<br />Tillit, Jr.. PIE,� dated 07,128!2020. This drawing Isar, integral part 1 T40,00i
<br />� ""RAMis
<br />EvEduation Report, ,A� , ss� A 71
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<br />2.ZTEST REPORTS:
<br />Lai,ge, rrilissilis iinpFaciand latil kind lel III plerformed Under Plrolocols TAS
<br />201 203 as per s-ection 1--i of arQ, isicrida SRIQ&Fd�n'9 CITI [OrTillovo 91,911C loads
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<br />inI pir--i T,ll 202 Protocol. Test i�epo;o; prepilled sy Hurricane E I
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<br />Te,sl ferr4, Reports # 96 560 dated O&Gq" 996, #9f,-570 dated 09ii 811 996,
<br />996-T30 datod 09/2LL)Jf!D96, all three signed and sealed by Hector M Mal
<br />RE-, Fen�smtration Testhill Laboratory, mc,F reporta# 2032 dated 04MOM998 and
<br />#2126 dated 10f05A �NDS witnessad by Gilber', Diamond, P.E arid Report Go
<br />0219.101�1109, dated Manr�ih 4, 2009, algrierf aro�pll by Edirril4riclo Lairgariiriipai
<br />RE arid Henry Hafterri, File, ,
<br />TORI WW iFelfnin No. iA3114197 by QC� i��1,1111H,:I�,��ll�l�,�rf4i�.�ii�I kici,,, dared NlIsOilh 13, l2;0-0!b,
<br />sy�rred and �.,Fiodcd by Firri & 13F,,irfri, P.11:
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<br />langfli based on raflonal and rcin",,ni-AUTI Onulysis, and in aecitifdani W0
<br />seci fili cifthe Florida Building Code, Calcuiar-ons prepared by llifdTsm, hr-.,
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<br />da"FrAlIfflen"BandOW12,115, signedarr:l �cagw--'byWo'�,�erA.T�,i�it,.Jr,,I y' �__r
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<br />(R. E, D.), drawing No, 20-1 76
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<br />26, 0 Product Evaluation Docorrient (RE D,), drawing No, 20476.
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<br />7'� 1, �Liyhofl� he Sidi in complIance With Genaral Nara$ Ncl� 1, 6 Ill 14, indicated
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<br />7,3, F-Ificidurt Front only be Intoalled InDu Puro-old concrete,, Concrete Nuck, and
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<br />Prr,,L_J jcz Evaluation Report prepared byt,"I'alter pi T41, ,It,, P E, (Florida Licrim
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<br />RIEP�ORT NO, � 20-0727,02
<br />DATE� Ju�y 27, 2020
<br />PRODUCT CATEGORY: Shi,rhors
<br />PRODUCT SUIR-CATEGORY. Storm P8TIF
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: aj-Qb-a�!-P-.Dzlei;ti,�"r�,!,��-',-i.,c�ts "LlIFIC
<br />48DO &W� 51 Street
<br />Davie, Florida 3331 4
<br />010M liWdM*JAAW1N3M
<br />This i,sa Product Evaluation Reporii issued tsy Walter A, 701111, Jr,, Pi iSystern
<br />10 U! 140R) to the Global Protection Products, LLC, Rule Chapter Niol.
<br />611 G2G-3, Method I D of the Florida Department of Business arid
<br />Professional Regulation
<br />This pD.Tdilice is being issued an Evafti Repod as dosonded hereim and has
<br />-been verified for comploinise in arcordancertfit. the -2-1.120 fidavanth Edition of the
<br />Florida Building Code, and to verisfy thsid the ProduYs for the oulToll Imarided
<br />sit least equiva,lent to that required by the Col
<br />This product evaluation Report sholl be sobJiel to ne-verer and mi�lismn in case of
<br />a Building r .Vole change that may aftect Its limital and conditions
<br />I
<br />Z EYOWNCE-5VO
<br />R IT 1M.
<br />2A, PRODUCT IEVALV--kT-tON-U,QC--W-ENT-,Y-4,C),.�,,
<br />Drawing No. 20-1 iST price '24 GAG, E GALVANIZED STEEL STORM PAII
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<br />TiMtl,irl, P,r;,�� deNald 07,`2'k1iF2()20. This drawing is an integ&*1
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<br />ZZJES�T RFPQRTS�';
<br />Large rinissile impact koid tests were performed Under SSTD 12-99 Edendarl as
<br />Per SoDflon Ifinip I r2 lot the Runde Buildmg Code Uniform'stepc Oads as per
<br />Seztionl7Dg,8,2,,pprA'4Tt�4E-3",30 Test reports prepared by American Testing
<br />Lab Of South Florida, Penchi # 081 4 or -PI dated 0311 1102 witnessed by pylitiam
<br />R, Mohner, PI,E., Roriw Moroz., PIE, and Henry Hattem, Pe, ,and Report ti
<br />021i 01-01),dated February 25, 20091 signed and sealed by Edrnundo
<br />I
<br />Larqaospada, P.E, and Henry Hanford, P.E Large missal Irons" and cyclo;
<br />load�ngs Per, Proto'Onle-CIIII 20 � & 203 as Per Seclion 16091�2 ofthis Florida
<br />EiAding CocI Test Report prepPied I Aurencon Testing Lab of South Flodo;l:i
<br />Report No. 1123,01 - 10, dated November 23, 2010, signed and sealed by Jullo E,
<br />GonzAez, P,E.
<br />TaosilS test report No 9CM-1-98 by QC Ahitalturgical, Inc., dated March 13, 2W0,
<br />Signed and sealed by Frank Grate, P,E, Sig pay ASTM E-9 and Tensile Test as
<br />per QC Mcill a Rurgica 1 Report No. 1 OKM- 13 1 8 � dated Decern be t I e 201 0 signed
<br />and sealed by Jerry Jar,Wario, P.E. as per Al E-8-
<br />Z,3__$TRVEZTVR_kA_9N_ AWWATIONS,
<br />03 in 2 4 Ga ge Galvanized Steel Storm Panel for maxim um parps length v 5, dei n
<br />wine fii as welf as inaximum anchor spacing vs. doisfgn wind load and panel
<br />length bared on rational Eord comparative analysis, and in accordance with
<br />section 1804 of the Florlds Bulld�rg Code Calculators prepared by nReco,
<br />inD., dated 12flSl lend OSTF27,13 (for this revial signed and Sealed byPinafter
<br />A 7`111111 Jr, Fl
<br />3,-M-IAS!Lf�IM-PAC'-,T--Re-$J$TANCrm,-
<br />Loynd madtle, Impact under soccon I 609 � 1, 2 of the Florida Building Code, as per
<br />FGTD 12-4-9 Standard ade TAS 201 -
<br />4LNN_DLQAliW_T_A_N_C_ET,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sust
<br />- , Win wind
<br />preasures, Maximum parl length shall be as indicated on sheets 3, 9, lo� 11,
<br />12 and '17 of IS of Prolymci Evilknifil Document (P.ED.), drawing Na� 20-176.
<br />Maximil Anchor Spacing shall be as indicated on shisets 5, 9,10,11, 13 thru 16
<br />and 18 InT 111, of Product Evaluation Dclournant (P.E.D.), drawing No. W176.
<br />24 Gafte Galvanized Stuart Storm Panef has been verl for code compliance to
<br />nork as a non -porous Storm Shutter assembly, as per SSTD 12-99 Starl4ard.
<br />1/4, 2/uL. 3/4, 4/4, 5/5, 7/5
<br />ri=llg"--Wawa Ill , .
<br />�
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<br />InstinflErficin shall be performed airmny Or accordance oreir, detal indilcatied on
<br />is I ,
<br />sheets 3 thru 8, 1 2 thru I 8 of 1 8,, of Product Evaluation Drocument i(PFE,D.),
<br />drawing No, 20-175 Minimurn separation to gmiss shall he as mdir;ated DO
<br />sheets 3, 6F 13� 14, 1 5. 1 15 and I a of I 8, of Product. Evaluation Docurnorill
<br />(Pi ofterning No. 20-176,
<br />6. MATERIAL CHARAUERMT1U ANO 6PE.CIR_V0AnQ,N$,;
<br />Shell bestfictly hr accordance wit'li General Notes arld Components indicated on
<br />shoettaind 2 pill 8, Of Product evaluation Document `(P,rEFDF), drawing No.
<br />2_0-176�
<br />A richer specifications shall be as mubnotiod or) $beat I of 1 8, of ProdDW,
<br />Evaluation Document !P.F-. 0�), drawing NoF, 2D-175.
<br />7L1,MtT_A1sl - Q -CONDITIONS OF _V$Fj�
<br />7A, Shall be strenly in corripliarri with, Gemaratflillotes, No. 1, 8 thiru 14, Indicated
<br />I of ,SF of Prodj
<br />onsheial I of Evoludition Document (PI.E.D), drawing No. 20-175
<br />prepared ler Tifteco,hric, and signed and sealed by Walter A. T'llfil., Jr. P-E
<br />7,2, Product shelf not Eye installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined op section 16202 of the Florida Building Code,
<br />7
<br />� L3� Product shall only be installed into poured concrete, concrete block, and
<br />Wrong frame structures,
<br />Procken Evaluattion Report prepared by Chiller A. "Plift, Jr., RE, (Florlde License
<br />ii 44167), President of 11fteco, inc, lRorida CA-0006719)
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<br />Virtual Review Assist. Inc.
<br />Plans Review completed and all[
<br />for compliance with the 2020 FBC 7-
<br />�,',,, 44-A C-1p I
<br />11r_ by Debra Anne Klahr PI(2301
<br />FLOI FrUlLeNO CODE 041gli DriliFiFie lIrTF�Ffl,�Q,,Ir fVpTi
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