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<br />PRODUCT . -EYALUATION-REPQRT
<br />REPORT 140,: 20-0720-01
<br />DATE' juy 26, 2070
<br />PRODUCT CATEGORY: Spow"
<br />PRODUCT SUH-CATIEGORY, Storm Parole
<br />PRODUCT NAIIIE: 20 GAGE GALVANIZED STEEL STORM. PANEL
<br />MANJFAC'URER: Globalftiotoctilon loti:IGLiafo LLC.
<br />4800 S.W. 5 I Siren`
<br />Dwe, Flord&33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation RfoKtrj 4sile(A oy Walter A. Titlit, Jr- P.E. i5rplem
<br />10 0 1190C) to the Global Protection Products, LLC Rule Chapter No.
<br />61G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regularoon
<br />This prindLO I1.4 1.)Oing issued an Evie!IgRtton Report as de,w,rihied heroin. and has
<br />coon ver,'Red for citimpilisr" in o"ordance with " 2020 Seventh Edition of the
<br />Florich Building Code, arm! to verify that the product is for the purpose mended
<br />at 11080 oQulvailloril to the/ requiriod by the Code
<br />This Product Evskilatonn Repon shot) be "ect to review and ruvistion ill case of
<br />A Su'litlitV Corte Oarloc Shalt may affect Its; limitatom mid condit"r.
<br />1 EVIDENCE SUBMtMO:
<br />2- 1. PRODUCT CVAL UATION DOCUMENT JP,F;,Q.);
<br />Drawing No. 20-176, Wed '20 GAGE GALVANIZED STEEL STORM PANEL",,
<br />�!%qofz I thru 26 Of 26 proftairod by Tilleco, Inc,'; signed and scaled by Walter t-
<br />Tillit, Jr.. P. E.; dated 0712812020. Tills drawing is an integral part 'RAIMAtit"o ,,,
<br />Eyaluaton Report. 44't;k A. r/1 , "',
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<br />. . $ r , e*" *%*C' 'rk
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<br />0.sl N.W. 36% Wn:;;1,.%wft 30,Miankii. f1kiiiiiia 1%166 - li,�jkw.v., (393) g7j.1510 - Sp6i i �bAk
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<br />PROUCCI ElITILLA I1UX1AkA*4.WA._1IUQ" 4
<br />22 TEST RFPORTS'
<br />Large rnissile tnpao staid to" inian tests witare;eIationtrift W10
<br />.duj rProtocols TAS
<br />201. 203 as pet securm 1626 of the Florida Butioring Coda Uniform static lowii.r,
<br />all porTAS 202Protecol Test r000ds prepared by Hurricane Engineering
<br />Testing, Inc. Reports #io&SCOdated OWCW19M,OW57008tvdo9;181199e.
<br />0"-T30 ciattA 0c00,, 1 OW, air three Signed and sealed by hector M. ~tna
<br />P. E_ F ~.r3tom Testing Lltf,K)ratory, Inc, reports 0 2012 dated 04.16i'1998 and
<br />v 2126 doted 10,6051119919 wtitnestitiad by Gilber Diamond, P.E and Report No
<br />0219.01-09, dated March 4. 2009. signed and seated by Edmilindo, Largaetpada,
<br />P E and Henry Hattern. P E.
<br />Tensile twil rwdW No. 9CM-197 Dy CC Metallurgical, Inc., daW March 13, 2WJ,
<br />silgrad and "altill by Frank Grate P E
<br />Z.& 3TRUCTURAL ENGINEERMID&ALCLA-AnONS:
<br />On 20 Gage GAvanized Steel Storm Portal for maximum panel length vs- design
<br />wind load, as wait as maxinium anchor specqnq vit oesign wirlidl load and panel
<br />length hasea on talitonal and r.,omparative analysis. arts .r accordance with
<br />section 1616 of the Florida Building Code Calculations propaired by rillaco, Inc.,
<br />dared I ItOV08 and 031'VIS. sqiriaid and scaliemii: by Walter A. TAM, Jr., P.E.
<br />1-MMSI1. IMPACT REWTAN.Cr;
<br />Large missile Impact uriuleir,aeclhnn 16;M M The Florida Building Code as per
<br />TAS 201 Protocol
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Ga,vanized Stool Storm Panel has been vorified to oustair wind
<br />Wrissis.ilres. Maximum .-a net length shag be alit Indicated on ste"13 8 10, 14, 15
<br />16. 19, 25 and 26 of 26 of Product Evatuatfoln Document (P E 0.). drawing No.
<br />20-1175. Maximum Anchor Spacing " tw as indlicrtled on shoots a, 9, to. 111.
<br />14, 15.17.16, 19, 20 25 and 26 o'26. of Product Evalualoxi Document (P.E 0.)
<br />drawing No. 20-176.
<br />5. INSTALLATION:
<br />Ir6tallabun &hall be porrormed strictly in accordonco with details indicated on
<br />11110M 3 thru 7. 10 thru 20, 23. 24 and 26 of 26, of Pfo&ct Evalt,aWn Docuri
<br />(P.E.D.). drawing No- 20-176. Minimum T;eparalion to glass Fifilall he A,q
<br />iniftat6d on sheets 8.14.16.26 and 26 of 26 of Predict Evaluation Docurnero
<br />(P-E-D 0. drawing No. 20-176
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<br />6, MATERIALACHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in acioordance w0h General Notes and Components Micated "
<br />theol 1. 2 and 22 of 26. of Pioduc; Evaluation Document (P ED ). drawing
<br />No.' 2WI176. Anchor apacfic.e6ona shall be an irttil"Jad on br zrte 1. 7 *,.0 21 ul
<br />26. of Product Evaluation Docturnicrill (P.E 0.). drawing Ito. 20-1 78-
<br />7. LIMITATIONS AND CONDITIONS OF USE-
<br />7.1. Shall' Itiv vAric in wnplianii with Gerietail litotes No. 1, 8 thru 14, vidkatod
<br />On Sheol 1 0' 26. 3% WO al; General Notol; X I Trull 4 and I I thru 16. undiCato
<br />on sheivt 21 of26 of Produc-4 EvalkiMon Document (P E D.,), drawing No. 20-176
<br />prepre a4l by TiffecoIm., and sigricid and $"ad by Waket A Tull, Jr• , P.E.
<br />7.2. Product may be insta-Lied within HIGH VELOCITY HURRICANE ZONES as
<br />donned On viect on 162D2 of the Florida aW:Jipg Croci-:
<br />7.3. Product shelf only to installed into puuntid it,oriciete, conetete biock. and
<br />wood frairm suwwres.
<br />PrWur,t Evaluation Repot piappated by Walter A Ttitil jt_ P E (Floma Ocensio
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<br />f40,44167), Prolticlent of 7tijocc), aril. fFionde CA `19)
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<br />REPORT NO.; 20-0727.02
<br />DATE. July 27, 202C
<br />PRODUCT CATEGORY Sruners
<br />PRODUCT SUB -CATEGORY: Storm Paretti
<br />PRODUCT NAME 24 GAGE GALVANVED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global protection Products. LLC
<br />-taty"i SAIV, 5* Street
<br />DaV4" Ftanoia ,13314
<br />1. PURPOSE Of LVALUATIQW;
<br />This is a Ptcidi,icl Evaluation ReDotif issued by Walter A, Tillit. Jr.. P.E. (Siv-stent
<br />10 n 1i106 to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20- 3 Method 1 0 of the Florida Department of Business and
<br />Professional Regulation
<br />This: Product Is being Issued an Evaluation Rvitail as, descirtuoLl herein and has
<br />been verified for compkence in accordance with the 2020 Solwisinth Edmfiori of the
<br />FlIonda Building Code, and to verify that aw product is fix the ou-poso intandod
<br />at Walt alliijivalient to that required by tho C*ck,
<br />This Product Lvalwatio-i Report shaft be subect to roview anid revisw:i In case of
<br />;I Building Code cbarK)o that may affect its limitations and cordtWis
<br />2., EYWENCE-SUBM IT TED:
<br />2,1. PRODUCT EVALUATION DOCUMENT (P,6,0.):
<br />Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL".
<br />Tilepellii i 1hru 18 of 18 pnopienod -y Tilteco. Inc., signed and sealed by Wallet A
<br />Tillit, Jr , P E., da-zod 0747QO20. This drawing is an intsjK#A Is
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<br />2.2. TEST RE -PORTS:
<br />LaIrgo, missile impact load tests were Performed under SSTD 12-M shuwTuv ,
<br />pal WAi()n 1609 1 2ofW.,c Florida 8uildirg Code- Uniform ststic jowl., ,I - -
<br />Ikiiiiii-linn 17110 A1 T" repoft pftooiftsd by Amot6con Tivii,ting
<br />. . nor Al;TM F.3'00
<br />Lab of South Florida, Report # 0814.01 -01 dated 03t111r,2 wittlic,"" by vinsiam
<br />RI Mahner. PIE.. Bory Moro,,. F.E. and Henry Hattem, P E. ant; Report No
<br />0219-01-09. dated February 25. 2000, signed and sealez by Edmund*
<br />Larguespada. P.E. and Henry Hatton, PIE Large missileirripact and cyclic
<br />hAilings, per Protocols TAS 201 & 203 as per section '509.1.2 of the FlIonds
<br />F- ,11N Code Ted Aaport prepared by Arnotircan Taming Lab *I South Flolridlak.
<br />F--portlitc, 1123.01-10,dolodNovember 23.2010,mold sold se*WbyJv3oE-
<br />Gorizalez., VIE
<br />Tenisile les! report No EICM-198 by QC Metailurqxcai, Inc . oated Match 13,20co,
<br />s grod and sealed by Frank Grate. P E, as per ASTIR E-8 and Tensile Test as
<br />oar QC Moteflurgical Report No. 1OKU-1318. dated Decombotil 2010sfgnod
<br />and simled by Joirry JacOano, P.E. as per ASTM F-8
<br />2.3. STRUCTURAL ENGINEERING CALCUI.kTIONS:
<br />. On 24 Oar Galvanized Stere, Storm Panel for maximum partei "t, ..
<br />wind food. as *011 as maximum anchor Watng vs- "nwtrdtoad afi);,,,,,,.
<br />I"V!h based onfoll"s,Iand comparative analysis. and in acconnancia with
<br />section 11411014 of the Florida Buldirg Coda CokctsL*I,or*;wvgorpi�1L,i'"Tillteco,
<br />Inc, dated 12/lIV10 and 03127i13 (for this rev;34i signed and soalim li,, tiv.wo:n
<br />A, TOK Jr. P.E.
<br />7 P.119;I! F IMPACT RESISTANCE:
<br />: I f � �.Ict undir section 1609 I k fit the I'llor da bluilding Coede as, F�or
<br />-STD i i4olf,51orxilalu Mid TAS 201.
<br />4 IVVIND MOADS-RE613TANCE:
<br />- .": Girtivartirod Steel Storm Panel has been v,driftod to sustain wind
<br />p.i;s-,,wes Maxitnumparatil length shall be as ind"Ite4 on armors 3, 9. 10. 11,
<br />12 and 17 018 Of Product Evoluatlion Document (P E 0 ), drawls No. 20-175
<br />kitaximun't Anchor Spacing shall be as indicated on shoots S. 9. 10. Ill 13 thr.j 16
<br />and I 8 O' 18, of ProdLict Evaluiabor Docomerl (P-E.D.). drawing No. 20-1176,
<br />24 Gage Gativanizad Sleal Storm Painel fuss been verified for code comitilance to
<br />*Aicirlk at a non -porous Storm shvtier assembly. as pat SSTD 1249 Stwxuwd
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<br />5, INSTALLATION:
<br />Installation shall tio performed stricti,ir in accordance with dctais indicated on
<br />shunts 3 thru S. 12 thru 18 of 13, of Product Evaluation Document (P.E.D,),
<br />drinortrigNe.20-176 Min,-um"parati�rtogt4b,*.-Lsb*Uloos oom=mx-.AWVUII
<br />Cleats 3, 6. 13. 14, 15. I 6 and 'O of 18. or Product Evaluation Document
<br />(P ED ). drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATMS;
<br />Sh" 00 strictly W uvw"Janicu with General Not" wNa Components tridi-callittic on
<br />sheet I and 2 of 13, of Product Evaluatoon Document (P.E.D.), drawing No.
<br />20-17C
<br />Anchor specifications Shall be as indicated on sheet I of I 8, of Product
<br />Evaluation Docy.inant (P E 0). drawing No. 20-1175.
<br />7 L1MI'roiTI0NSAND._WNDfTIONS OF USE:
<br />�
<br />7 1 Sri"!)* sinctily in WMI1,116riCe with Gen al Not" No. 1, 8 thru 14. la
<br />on allow I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-1711
<br />prepared by TiNeco. Inc and Signed Ord sealed by Walter A- TM. J t . P E.
<br />7.2. Prod.tcl shell not be InVU14od withei HIGH VELOCITY HURRICANE ZONES
<br />M Ciefiried on section 1620,2 of the Florida BuIlding Code
<br />7.3. Product 6hoU rjnl,i be Ins4ei,ea ititio poured wricrote, cowete blockand
<br />wood franiie structuries.
<br />Product EvaluMton Report :Yltipotreiill Uy Wetter A T419I A., P.E. (Florida Licom,
<br />No- 44187). President of Tifteco, Inc (Flanria CA-0006719)
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<br />Virtual Review Assist, Inc.
<br />pians Review completed and approveLd
<br />for compliance with the 2020 FBC 7th Edil
<br />by Debra Anne Ktahr PX2309
<br />a MASS* OL
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