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<br />TILt IT TESTING a ENGINEERING COMPANY
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<br />V, I! i�! A fit; 11' Jr Ill FLV��64 ."An
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<br />PROE)UCT EVALUATION REPORRI
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stnrm Parf.-.1s
<br />PRODUCT NAME: 20 GAGE GALVANLPED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Producls LLC,
<br />4800 S.W 51 Street
<br />DaAo, Florda33314
<br />1. PURPQSE Of-EYALUATION;
<br />This is a Product Evaluation Report iss,md by Walter A. Tillit, Jv, P.E. (System
<br />ID # 1900) to the Global Prolectior Products, LLG, Rule Chapiter No.
<br />6IG20-3, Method 1 D of the Flot ida Department of Business and
<br />Profe5sional Regulation
<br />t hl" lIwilL,cl if, �mlnqi Issue(i an Evaluation Report as described herein, and hitit�
<br />Open verified for rompliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that thre product Is for the purpose Intended
<br />at least equivalent to that required by the Coclo
<br />This. Product Evaluation Report shall be subject to review and revision it) case of
<br />a Building Code c1liange that may affed Its limitations arid conditions
<br />2. FVIDFNCE WOMITTED:
<br />Z 1. PRODUC T EVALUA FION DOCUMENT L&IEDJ;
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEI.",
<br />sheets I thru 26 o'26 prepared by Tileco, Inc.; signed and sealed by Watter A.
<br />Tillit, Jr., P.E.; dated 07i28/2020 This dravvitir; Is an integral part,04,11601
<br />Evalu.,viois Report owil
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<br />__ � -:' No. 44167 _'. 1
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<br />22, TEST RF PORTS!
<br />Large missile impact arto ;atique ioad tarts were performed under Protocols 1AS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per 7AS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, f ric., Reports 4 96-660 dated 08109/1 996, #96-570 dated 0911 811 996,
<br />#96-730 datod 091200996, all three signed and sealed by Hector M 1,41ins,
<br />P.E.. Fen"iration Testing Laboratory, Inc. reports ?y 202 dated 041160998 and
<br /># 2126 dated 10/0.5,11998 witnessed by Gilberi Diamond. P.E, and Report No
<br />0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P E. and Henry Hattem. P.E.
<br />Tens& test report No. 900- 197 oy QC MetalIvrq1c.al, Inc- dated March 13. 2CK)O.
<br />sqfied and sealed by Frank Grate P.E
<br />1,1, STRUCTURAL ENGINFELSIN5,
<br />.. _(;ALC_VJ.PA11Qtttj:
<br />,
<br />On 20 Gage GnIvanized Steel Stofrn Panel for maximum panal length vs. design
<br />wind load, as wei; as rnaxiintim ancher, spacing vs. design wind load and panel
<br />lorigth hasea on rational and oornliarAtive analysis, and in accordance with
<br />st)(.11on 16 I@ of the Flonda Building Code Calculations prepared by Tilteco, IW_
<br />daled 1 1,103/08 and 0�1/121115, signed and soalled by Winter A, Tillit, Jr., P E.
<br />3-MI01LE A, N-CM.
<br />Large missile impact under section 1626 of the Florida Building Code, ,as per
<br />,rA$ 201 Protocol.
<br />4. "ND LOADS IR-ESISTANCE�
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel langth shall be as Indicated on sheets 8, 10, 14, 15.
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.). drawing No.
<br />20-176. Maximum Anc.hor Spacing shall be as Indicated on sheots 8, 9, 10, 1 1,
<br />14, 15, 17, 18, 19, 20 25 aryi 20 of 26, of Product Evaluation 0ocumient (P.E.D.),
<br />drawing No. 20-176,
<br />rIA-MTALLATHM
<br />Installation shall be performed strictly in accordance with deteiis indicated on
<br />s,hoets 3 thrit 7. 1 f) thru 20, 2,i, 24 and 26 of 28, of Product Evajuiitkin Document
<br />iP.E.D.), drawing No. 20-176. Minimum separation to glass shall f)ct as
<br />i ridleated on sheets 8, 14, 16, 26 and 26 of 26. of Priedia Evaluation Document
<br />iRE 0 j, drawing No. 20-17&
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<br />� ,ICS AND SPECIRCAMW
<br />Shal be slectly In accordance with General Noter, and Components indicated on
<br />shei I -1, 2 and 22 of 26, of Product Evaluation Do�;urnent (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, c f Product Evaluation Document (P.E,D.). drawing No. M176.
<br />7. LIMITATION$ AND CONDITIONS OF USF_;
<br />7.1. 1ibli bc t0triclity in conipliarKe with Gruneiial Notes No 1, 8 thro 14, inijiCatwJ
<br />on sii,eet 1 of 26, As well as General Notes # 1 thri� 4 antj 1 1 thio 16, indicated
<br />on s;ieet 21 of 26 of Product Evaluation Document ir� F.0 ), drawing No. 20-176
<br />prep,weld by T111aco, Inc. and signe<) and sealed by Walter A Tillol,.J( , P.E.
<br />7.2. :"roduct may be installed wittiln HIGH VELOCITY HURRICANE ZONES as
<br />defir A on section 1620.2 of the Florida Building Code.
<br />7.3. Piroduct shall only ba installed Into poured concrete, concrete block, and
<br />w000 frame structures.
<br />Prod,ict Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Honda License
<br />No - 44167), President of Tilteco, Inc. (Florida CA-0006 71 9).
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<br />GALVA�41ZED STEEL STORM PANEL, DRWE24 20.1 76 �ft-QRJ 0 20-07W)l
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<br />TILLff TESTING 6 P,NGINEERING COMPANY
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<br />WALTEII.A. TILLIT, JL_r'.E. tilteaX&O'Coal
<br />PRIMPAX-T. FVALVAT1(&_RtP()RT , ,�. Kr 1,J,_ N, 44HV
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Sh.fflers
<br />PRODUCT SUB -CATEGORY: Storm Panel-s
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Goicobal, Protection Products, LLC
<br />4800 80. 51 Street
<br />Davie, Florida 33314
<br />I.PURPLOSiJE OF-eVALUATION:
<br />This is a Product Evaluation Rit,x.,ii iqsu0 hy Walter A. Tillit, Jr., P.E. (System
<br />ID f� 1106) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of Business and
<br />Professional Rogtilation
<br />Thi% proLluct is bi.wiq bsued an Evaluation Repciil as descritted hervin, and ha,�,
<br />been verified for compliance in accordance with tho 2020 Sovoolh Edilior, of the
<br />Florida Building Code, and to verify that the product is for the purprAo intended
<br />at least equivalent to that required by the Codc.
<br />ThIs Pioduct Evaluation Reporl shall be subject to review and revision in case of
<br />a Building Code change that may Altaint Its limitations and conditions
<br />2,��B(IQIENCE WEIMITTF
<br />Q - .E.);
<br />ZI., PRODUCT EVALUATION DOCUMENT i ' P,E.D.'�:
<br />Drawing No. 20 175, titled "24 GAGE GALVANIZ6 STEEL STORM PANEL',
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<br />Tillit. Jr., P.E.; dated O7i27;2Q20, This drawing is an integoin ",Qls
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<br />__ � , , � :1 ,j m9w,3 ,e*, a : .. I 101 UCE GALVAHRIED SnEL STM PAMEL I .:: .
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<br />l'i�iL�l'�t'(-I,iftAlj",&U").�t-LiLEQR,f J.1011979=w 2
<br />ZW, TEST REFORI �3;
<br />Lnrgc� rniissile irripai I load tests welis performed under SGTI) 12-N) stanclard as
<br />Pei sectlit"n �609 1 � ,�I,f PIC Florld,�' SWIldirlig i""ode Uniforen slatir ioads as per
<br />Section 170141 1, p � A�;TIM F'00 Tl�Hzi( repoils prepared by Anverican Te5t]IN
<br />Lab ofSouth Fli �`*qx)rl 1, fo3l it W-C"I dated 03il V02 witnossed by WIlliam
<br />R. Mehner, P,E , E i I. moiii/ P.1H. and Henry Hattem, P.E. and Rieport No.
<br />l)219-0111-09� dil Febru3r� 25� 2009, signed and sealed by Edrrundo
<br />,
<br />Lartaospada. P.E. and Hwiry Haftern, P,E. Large missila impart and cyclic
<br />loAdfrior; per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida
<br />Suilding Code. Test Report prenared by Amencan TestiN Lab of South Florida,
<br />Report No. 1123.01-10, dated Nvvernber-23, 2010, signed and sealed byJullo E.
<br />Gonzalez, P E.
<br />Tensile test report N#ii 9C ,M-1,'AP 1,y QC Metallurgical, )nc�, dated March 13, 2009,
<br />sigroo and sealed 1�y Frank Grite, P,E, as per ASTM E-8 and Tensile Test as
<br />Per QC Molaolurgic.-O Report No, 1 OKM-1 318� dated December 1, 201 0 signed
<br />and lealpd hy Jorry, tatJofano, P.E, as per ASTM E-&
<br />2.3, STP,VCTURAL ENOJNIE.ER)14(,;-(;At�,r,ULATIQN.S.;
<br />Or 24 Gage Galvanized Stp.ei Stomn Panel ior MaXiEnUrrI paneil length vs. design
<br />wind load, as well as miximi-imarichor spacing vs. design wind load and panel
<br />length baged on relionai and,,wipvrative analysis, and in accordance with
<br />section 1604 of the Florida Buil(1,Ing Code. Calculations prepared by Tillecoi
<br />Inc., dated 12118110 and 08i27113 (for this revision), signed and sewelt'-d ty wafter
<br />A, 71111t, Jr., P.E.
<br />I 3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impeci urd,:� ,,�&,,-,ti, �, I 1 dl)1.4.1.2 of the Honda buddiriq Code. as per
<br />SSTD 12-99 Standd-, I and TAS 2r-1 .
<br />4, WIND-LOAMBEW" INCE:
<br />.TA
<br />24 Gage Galvanized Steel Storm Panisi ha% h-�-en v6; lfic�d lo sustaiii .-jirij
<br />pfessuiies Max1rihirn paiiel lenoln 3hail bo as indicated on shenis 32 9, 10 I 1.
<br />12 aELc 17 rif 18 of Prcxluct Evalarokon D-,cument (P E U ), drawing No. 20-175
<br />Maximurr Anchor Sliacitig r.t)io 1poi as; iridit;ated rin sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 ul 16, of Pirc,juct C. ,,,aiu,jtki, Dovainerlt (P,E.D.), drawing No. 20-175.
<br />24 4,",<iie Galvanized I,ileol Storm Panel has been Yertfled for code compliance to
<br />work as a non-porow, storm chuttor assembly. as por SSTD 112-99!ztandard
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<br />5. INSTALLATION:
<br />Installabon shall be performed stric' " iy in acci�irdarice with details indicated ,:In
<br />sheels 3 thru 8, 12 thru 18 of 18. of PrvduQt Evaluation Document (P,F-,Q.),
<br />drawing No. 20-175. Minimum separatiors to glaq-i ;4�all 1),-,i as Indir.!Nted On
<br />sheell 3, 6, 13� 14, 15, 16 and '8 of I &� of Produc.i Evalvation Documont
<br />(P.E.0 �, drawing No 20-175.
<br />6. M4TERIAL C HARACTEWTICSAND.-SPECIF I CATION$;
<br />Shall ke.strictfy it) accurdnry,e with General Notes arg-1 Com-Ponenig; inclicattic on
<br />shoot I ,and 2 of I a. of PrfiElijrl Evaluation Document � rl.fi.D ), drawfng No,
<br />20-176.
<br />An0u,ir speiJfh,;afirjns �h�ill be al.s indicatod oti s,he(-t I of it), ol Product
<br />Evalvelion 01,1i;i.vTON IF';:,[) �, drawing No. 20-175.
<br />7. UNITAPONS AND CONDITIONS OF.Ulft,
<br />7 1 Shfill ofo slort;y in comphaoce with General Notes No. 1, 8 thru 14. Indicated
<br />,in shect It of 1 8 of Prodoct Evaluation Document (P.E.D.), drokiwing No. 20-IT5
<br />propari,d by Tjoeco, Inic. and *ned and sealed by Walter A. TAR Jr_ RE
<br />7.2. ProdLict shall not be Installod within HIGH VELOCITY HURRICANE ZONE�%
<br />as cefined on section 1620.2 of UP& Ficirida Building Code.
<br />7,3. P'toduct shall only be installea into poured ocritcrete, concrete block, .-,nd
<br />vurlicid frame structures.
<br />Pfcdtl(t Evaluation R-3porl wepared by Wallet A TdIlt, ir.� P.E. (Ficrido Licanse
<br />No. 44167.). Prosklent of Tifteco. Inc (Florida 0 ,A-0006719)
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