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<br />TILLIT ItS'r]NG I EM'114!t!PAIN'G COMPIANY
<br />PRODUCT EVALUATION KPORT
<br />REPDXI'll 20-0728.01
<br />DATE: July 28, 20,L20
<br />PRODUCT CATEGORY. Shutters
<br />PRODUCT $UG-CATSGORY.- S"arron Panels
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<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 91i"Prollaction Pr_adUct%AJX__
<br />4800 S.WN 51 Streil
<br />Davis, Rokda33314
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<br />. __0SE OF -WALUATION.
<br />This is a Product Evaluation Report Issued by Waker X TININ Jr, P.E. (Sysairm
<br />ID # 1906) to the Global Protection Products, Lll Rule Chapter No.
<br />6IG20.3, Method 10 of the Florida Department of Business and
<br />Prollessional Regulation.
<br />This prodil is being Issued an Evaluation Report as described hisroin, and has
<br />been verified for coFirtilpFliance In accordance with the 2020 Seventh Edition of trA
<br />,
<br />Florida Building Code, and to vetifythat the Product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case at
<br />a Building Code change ftt may affect ft Itionflations and conditions
<br />1-U-MEW-E-mmin- EQ.
<br />Z.IUCTEVALUARON DOCUMENT (P_9.0,�
<br />Drawing No. 2D-176, filled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Titteco, Inc-: signed and seaftiM by Waiter A�
<br />TlilitoN JrN,, P;E., dated 07,12812020, This drawing is an integral part 71 It,
<br />Evaluation Report, t I 11pn",
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<br /># 2126 dated 10/45,"di witneseed by Gilbert Diamond. P.E, and Report No
<br />021 9.01 -09 date d loetarch 4, 2009. sIg nod, -are sep �od by III u nee Lairg a asp,&I
<br />P�E� and Fo:rco Haltom- P.E.
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<br />11-STRUCTURAL ENGINEERIJI CAL-_UL6D_QM
<br />On 20 Gage Gatvalrfired Steel Stol Pnnol for rnax,irnarripartel toogth,ea, design
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<br />ist-ath bas- -n rational and comparabotoo araly-ins. and nd acaordancl vdilh
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<br />section 16 I 6 of the Florida Building Code. Cialculat, & Is prepared by Titteco, hnr_
<br />nated 11 IV3 8 and Ontil 2JI 5, si prison and seared by Wader A, Til [it; J r, P E,
<br />3. Mta$]LUlgiPACT RF=8lajjl
<br />L8 --- e misell -0 Impact Under section 162d 01[ the locer da Building Code, -s per
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<br />4. MND LOADS __ RS � I M NC, E ;
<br />20 Gage Gaivarelzal Steel Storm Pane. has been verified to SLAStair wind
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<br />Ilth thai lie as Inc�,�ca,l�cid,���l:shr*4�t5,01I 101, I4, 19,
<br />NRF 19. 215 nl�d,26 cil,2sl F1111II)dUct EvIrilivalliceri Document (Fl_Cz.D,), drawfing No.
<br />113.1,76, loadonurn Anchor Sparning Fitvall be as Indicated on sheets 8, 9t 10, I 1,
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<br />� I 5,17, 15 19, 20 om and 2Q of 26, of Product 11--fluation Occurnent (131.0A
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<br />Indicated Non sheats. & 14N 16,26 and 26of 28, of Product Evaluaron Docament
<br />(P.E.D.), ddrawl No. 20-176.
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<br />REPORT NON,: 20-0727,02
<br />DATE: July 27, 21020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY, Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: 014-6I roptersilaril PmOuots . � L Lic
<br />48DO50, 51 Street
<br />Elznrie, Flori .33314
<br />EURIP .
<br />lill OF EY-ALUAROR
<br />This is a Product Evaluation Report issued by Walter A� T11114, Jr, VE. (Systeni
<br />10 # 1,306) to the Global Protection Products, LLC, Rule Chapter No.
<br />611 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation,
<br />This product is being issued an EovalualfLen Red jrl as dosontil bereire, and has
<br />been verified fee compflancra in al,x,ordance! with the 2020 Sovorith Edition at file
<br />Fbddn Building Code, and to verify that the product is forthe purpose intended
<br />at least equivalent to that required by the Code.
<br />Th�s Product Evaluation Report shall l�s IOUbNiect to (he )
<br />., . loof�: w and reAsion �n casn cr
<br />a Building Code change that may affect its rimital and conditions
<br />Z_EVIDENI WSM.ITT
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<br />DrawitigNo.20-4775, ti9ed'24 GAGE GALVANIZED STEELSTOkM PANEU,
<br />sheets I thru I8 of 18 prepared by Tifteco, Inil signed arid -sealed by Walter A.
<br />Tillit, jr., P.E,,� dated (37127/2020. Th�s drawing �s an inteR�Ort�!Oiikihls
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<br />9191J.941-REFORM
<br />Lame rnisalle frnPad ioad tests were parfortned under SSTD 12-91) starl as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8,3, per ASTM E-330. Test reports prepared bvAmedQan Testing
<br />Lab of South Florida, Report # 0814.01-01 dated OW1 V02 witnessod by William
<br />R. Metiner, P.E., 6ori7 Morouz, PIE, and Henry Hattern, P,E, and Report No�
<br />. D219.01-09, dated February 25, 2009, signed and eealed by Edmundo
<br />Lamaospeda� P.E, and Henry Hattern, P,E- Large missile impact and cyclic
<br />JoAtTings per Protq,colsTAS 201 & 203 aspersia0lon 1609.1.2 clothe Florida
<br />Building Code. Test Report prepared by American'Tassfing Lab 40" South Florida,
<br />Report No. 1,123.01-10, dated NovemboaN 2010, signed and sealed by,lullic I -
<br />Gonzalez, P,E.
<br />Tensile test report No. OCM-1,98 fEy tOr- ivelatfurgical, Inc- dated March 13, 20%
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as
<br />Per QC Metallurgical Report No, I GKM-13NIS. dated December 1, 201 0 signed
<br />and scatedby Jerry J ublofari RE, as per AStN1 E-8.
<br />2.'-ISTRUCTURRAL 9NOVEEMMAC-A-LACULATIl
<br />On 24 Gage Garovartrizaa Steel S'ztonon Panel for maximum panel length vs. desig n
<br />wind kad, as wall as maximum anchor spacing vs. design wind load and panel
<br />length based on national and cornparative analysis, aintl in accordance with
<br />I section 1604 of the Florida Building Code� Calculations Preparad by Tilteco,
<br />Inc., -Jared 1211 811 0 and 05127113 (for this revision), signed and seated by Walter
<br />A. TIIIn,Jr, P.F,
<br />1 MISME IMPACT RESISTANCE:
<br />Large missile Impact under see -bon 161I of the Florida Building Code, as per
<br />,
<br />$87D 12-99 Standard and TAS 201 -
<br />4,_MDU0AQS._RE%S1ANI
<br />�24 Gage GalIvanizer.1 ,Steel Storm Parm has been vw"Ifiod to susi,tain wind
<br />Pressures, Maximum panef length shall be as indicated on sheets 3, 0, 10, I 1,
<br />12 and 17 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, -1 1, 13 thru 16
<br />and 18 of I 8,of Product Evaluation Document (P. E.D.), drawing No, 20-f 76.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code complianGe to
<br />vital as a tion-porous storm shutter assembly. as per SISTID 12-99 Standard,
<br />ZW"1L2JA(1ALlf1Aa II PAN &KN9. _14-til I
<br />15��MMLAI
<br />Installation shall be performed strictly in accordance with details indicated ON
<br />sheets 3 thru 8, 12 thru I 8 of I S. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheels 3, I 131, 14, 15, 18, and 18 of 18, of Product Evaluation Document
<br />(P,E-[),), drawing No. 20-176.
<br />tMATERIAL, CHARACTE .M-T,IC$,AN-Q.APECIFI,CATIQ,14.a�,
<br />Shall: be strictly in accordame with General Notes and Components indicates on
<br />'"
<br />shalti and 2 of 1 8, of Product Evaluation Document �P,E.D 1. drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on isfol of 1:8, of product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />15AMIRVIK-Al 11 �L11E#M1M1AIZj0[KaF�._j7
<br />-
<br />7NI � Shall be strictly In compliarril with Gen ti Notles No- 1, 6 thru 1-1, indicated
<br />on sheet I of 1 8 of Product Evaluation 'Document �P.E, II drawing No. 20-175
<br />prepargel by Tilteco. Inc. and signed and seated by Walter A, 711111, Jr_ RF�
<br />7,2, Product shall not' be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as ciefirroad ion section 16202 of the- Florida Building Code,
<br />7 y
<br />� -1 Produc` shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report Prepared by 1011,lathar A. T1111t, Jr, P.E. (Florlds Licerm
<br />No. 4416 77), President of TI kell Inc. (Randa CA-0006719),
<br />`0MATILL
<br />OnTILTECO ADMIGN RECORDR3 t ? E. FERCI
<br />GALVOLMI STEELSTORM RAII tMant, -M170 rk
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