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<br />TI&LIT TESTINA & ENGINEERING COMPANY
<br />WATTHR A. nLLtT, x, P.E.,
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<br />""'M ILL rX. LIPILLAto 1.
<br />""*7' A I A L All 01,11I ly
<br />PRODUCT EVALQA ON D -RR IEPORT
<br />REPORT NO.; 2"728.01
<br />DATE: July 20, 2021i
<br />PRODUCT CATEGORY: ShI.WALITl
<br />PRODUCT SUB.CATEGORY: Storm Parials
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: GkAaI Frotol Produi0s. LLGI,
<br />460 S.Vov 51 StrI
<br />Davie, FlordaI33314
<br />'I -PURPOSE OF EVALUATION:
<br />This is a Product Evaluation RRmrt Issitiod by Walter A. T411% Jr., P.E. (System
<br />10 # 110t)(1) I,,) the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 0 of the Fl orld a Department of Business and
<br />Prellionlitional Regulation.
<br />This product iS!)oing issued an Evaluation Report as described heroin, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florids Building Code, and to verify that the product Is for the purpose Intended
<br />all least Oaqw,laient to that requirind by the C ,ol
<br />This Product Evaluation Report shall be subject to review apU I ovIbion In C,jI Q1
<br />a Building Code change that may affect its limitations and conditions
<br />2-. EVIDENCE 6 -. _U,6MMED
<br />411.1DOCUMENT jP`X,1I
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Irl signed and scaled by Walter A.
<br />Tlilit, Jr_ P E.; dated 0712812020. This drawing Is an integral part
<br />Evaluation Report, RA -MIS
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<br />- Phorlo� (305� 871-15M - P130-
<br />6355 N.1oll Stith Street, Suite 305, Wami, Florida 13166
<br />t"Fit1)1)11.C.LKVALUAILM.%ELV,Xll:LU, 29-10.ZM 2
<br />2.2-70T REPORTS:
<br />Large missile Impact and latigue load tests were performed Linder Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loadool
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />'resting. Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 001181190e,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports Ill 22032 dated D411611998 and
<br />* 2126 dated 1010511998 witrimsiliAd try Gilbert Diamond, P,E and Ropor(No
<br />0219.01 -09, dated III 4, 2009. signed and sealed by Edmundo Largaospada.
<br />P.E. and Henry Hattem, P.E.
<br />Tell test report No. 9CM-197 oy QC Metallurgical, Inc., dated March 13. 2CK)O,
<br />signed and sealed by Frank Grate, P.E.
<br />2.1 STRUCTURAL ENOINEEFU 0-CALCULATWil
<br />On 20,Gage Galvanized Steel Storm Patrol for maximum panel length vs. design
<br />wind (Anl, as well as maxifinum anchor spacing vs, design wind load and panel
<br />lil bi,serf on rational and (-,omparativie arally0s, and :r accordance vl
<br />suction IC119 of the Florida Building Code Calculations proporw by Tilteco, Inc.,
<br />dated IllIC1108 and ON12/15, signed arld sealed byWalter itil Tillit, Jr., P.E.
<br />1, Mj'$$IjA,E IMPA,r,T RESISTANM
<br />it 3P?9 ?Y1iSSII'J IIIIIII Ut"Idei ;LielAtl Ill of Ili c Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RE_$IS1'ANQL
<br />20
<br />Gage GaNanized Stno,f Storm PENTIO has been verified to sustain wind
<br />pressures. MaYJnTurn Panel length shall be as Indicated of) sheets 8, 10, 14, 15.
<br />16. 19. 25 and 26 of 26 of Product Evaluation Document lP E.D ) drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated Cori Sheets 8, 9, 10, 'I 1.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />entwine No. 20.176,
<br />5, INSTALLAT1.0-14;
<br />Installation shall be performed ,strictly in accordance with details indicated on
<br />sheets 3 the, 7, 1 1) thfu 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 2OA76, Minimum separation to glass shall be as
<br />indicated on sheets S. 14, 16 25 and 26 of 20, of Product Evaluation Document
<br />(P.E.D.). drinvilng No, 20-176,
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<br />IIK%S FOR Oft COAM WAS ;z MO Oh Tk4E* ANAll FASTILIKIRS UPAQW. to WOCAD l KF4 OFTFOATAWON oh
<br />{It MITE III I'l WIR C 1} MffMAJ WW rX5TAWF Or LAD SCREWS. All WDEAD 9441 BE AS Atil N 1115 jRAVN�
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<br />�.EAON ,'Al ALEll 10A fool All w.,-:. PE-,t,,1.NLC ,(AN bum Norgoo 04 ACCORDANCE tork, SECW,N 16�,., 'l
<br />TH ABOVE KNIOWU COIX &S PER Mk^W�K [ACIIIIEFINK 6 TIESMINIC PC AVIMS %-50, imil a PS-T-W Q�D 41 WNMOO PTENEIRLOI Of *WD kj�.IILNIG -AIALL BE lol 1/4� l SCREWS Ll SNAI Bo I It.' CtWC VNV(jv
<br />' " FE)4cslmljm 11FIVITILIC LAD W , X"TS J2032 & #ZIA AS PROTOCOLS TAS-201, TAS-202 All 7AI swmo Or,vol morr Zt, i- AKAAAALN, , �. gool Wi 00 VWW
<br />AS WELLAS AMEJg*CAh TLES1 LAD Of SAAIIH FEQ4W)A KPOK11 1021003 -OR, AS PER TAS 20t, TAS 207 ANDLAS 203 STANDARDS *� ,4 CAST Ill ,410i S70l OR P�l CONORM PANELS, STUCCO 00 *OOO BOARDS K FOIW ON THE t7rKfql
<br />til ANCA40ALS %Aol OF ,OAI ENCALI tO Will THE RAIN, 51WTURE &ENNE, SUCH PANELS
<br />2 ALL ALk"011 rOPLISIONS. *0 BE 1093-O6 Al AND TEWKP (UNLESS OTHERWISE NOTED) SEX skorr I ANCAVAIAU $,#At V AS MFNIOXD IN It I 1, C 2) A C 4)
<br />I ALL ALUUMM SAW NEW LISIED AT CLk"AIRES A�Oiul_ KINT �105-tl ACEMY. ILL) A11-1-1 '.-A. M Al 1rJ511l Al CX 11IIC qC*IAA,JNDATbl AND SPEWCADONS Of TkOE Amictil MANUFACrILLAIN,
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<br />I,LIr r,Al A, 160,0I ANICIOAS Si,ki fK CuftnCiti) 7/0' Mn III[ POURED CLW,OlWTf NO komitErLMAI rl v I ,IOS -W)MI INACINI LKIIL,.,OLLNI -I,, al ?,aLOs*C%*,D iNvAl or NCCAkl
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<br />0.3 W" %VC Nol WONDER or F"CM (E OR l f CA t"t P""Cr AND NAI WILI Sk RESKINSALF, FOR rkt
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<br />AE0,111"ll . ' I ZO GAGE GALVAMM STEEL STORM PANEL
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<br />06-VATER11AAL-CHARACTER115TICS AND SPECIMATIONS;
<br />Shal be strictly In accordance with General Notes and Components indicated on
<br />shot 11, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />IIIIIII 0-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, ( Product Evaluation Document (RE,D). drawing No. 20-176
<br />7. L, MITATI011 AND CONDITIONS OF USE-
<br />7.1. "hallb,ustrictly Ill compliamice with General Notes No 1.8thru l4l,indicated
<br />an sl -pet 1 of 26. as well as General Notes # 1 inrLi 4 and 11 Mitt 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />pnap,irod by Tilteco, Inc.. and signed and sealed by Walter A Tillit, Jr., P.E.
<br />7.2, ;Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />drift A on,selctr-n 16',');? of the FII Building Oode
<br />73 -'rodudsheen 0f)lp,bein-.,taill,3,Jinto I)k;ur,wdconcrete, c(.itiefeteblock, ati(I
<br />woos„ frame structures
<br />Prod ict Evaluation Report prepared by Waiter X Tillit, Jr., P.E. (Florida License
<br />No 44167), President of Tilloco, Inc, (Florida CA-0006719).
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<br />071TI1FCO ADMON RECOROS Ilool E. RFIAORT.20 Ii GLOBAL. PROTECTION FRODUCTS, LLC I 2PGA(M
<br />(AVA Il.eel) STLLI 51 DILMA PANEL% OFINAl A M! 761 RdPl IT20-Onh.01
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<br />TILLIIIIATF11WIA1111116 & OrMMURING COMPANY
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<br />WALTERA II ILL �L h1rercAkatIf L-ClIN!,
<br />PRQD1,17111- EN. VI M u I iL-' I yLl 4116 "
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<br />REPORT NO. - 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY- Storm PaMIS
<br />PRUDUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GlQt-ml Protection ProditictIiI LLC
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />t PURPOSE OF I�VALVATIOI*
<br />This is a Product Evaluation Report issued by Walter A, 7`1111t, Jr., P.E. (System
<br />ID fil 006) to the Global Protection Products, LLC, Rule Chapter No.
<br />fill G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being issued all Evaluation Report as described heroin, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that Mo 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 of
<br />a Building Code change that may affect ifs 4mitafirins and conditions
<br />2. EVIDENCE SUBMITTED;
<br />2.1. PRODUCT UVALi)A-TtOkDQCUMJEN-T-.(P,E.D.):
<br />Drawing No. 20 175. titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />1-riels 1 thou 18 u( 18 prepared vy Tilteco, Inc.; signed and sealed by Walter AA.
<br />Filth. Jr , P.E.; dated 07/2712020. This drawing is an inteR,koxvt 'ol
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<br />I„1_r Y4.1 tL �,- Wr -l. It- p..� AZO GAGE "LVAKZtD STEEL ST0_1fol ,
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<br />ZZJESTREII
<br />Large missile Impact load tests wells, performed under SSTD 12-99 standard as
<br />per section 1609.1 2 of the Florida Buildirg Codo Llnif^orm static loads as per
<br />Section 1709.11.3, per ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814 01 -01 dated 03/11102 witnessed by William
<br />R. Mariner, P.E., 13orur Merril RE, and Henry Hattem, P.E. and Report No.
<br />0219,01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospada, P.E. and Henry Hattern, P.E Large missile irrI and cyclic
<br />IoAdinl per Protoc0s TAS 201 & 203 as per section 1609.1.2 of this Florida
<br />Building Cods. Test Report prepared by American Testing Lab of South Florida.
<br />Report No. 1123.01-10I, dated November 23, 2010. signed and sealed by Julio E.
<br />I' ,oll P E
<br />Tonsils test report Elio, 9'CM-1 98 by OC Metallurgical, Inc., dated March 13, 2009.
<br />signed and sealed by Frank Grate. P.E, as per ASTM E-B and Tensile Test as
<br />per OC Mooleflurgical Report No. I OKM-1 318, dated Decombc,, 1 2010 signed
<br />and sealed by.11ony,ii.v�IKyfanil Pf, as clerASTIll 1. -8.
<br />2,3. STRUCTURAL FNQIK,ER1NG CALCULATI011
<br />On'24 Gage Galvlarizod Steel Storm Pariel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Buildirg Coda. CalculatlCips prepared II Tilteco,
<br />Inc., dated 12118/10and 0812713 (for this revision), signed arkd."ak;d by Walter
<br />A. Tillit, J,., P.E.
<br />I MISMEWACT RESISTANCE:
<br />Large missile impact under section 1609.1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />4,-- VIND
<br />... L_1F0AQ5RE6_1$_T_A1tol
<br />24 Gage Gaanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panol length shall boas indicated on sheets 3, 9, Ili, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as nkdiGatod on shoots 5, 9,10,11, 13 thru 16
<br />and 18 Of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has tx.vn verified for code compliance to
<br />,
<br />work as a non -porous storm Shutter assembly, as pear SSTD 12-99 Standard.
<br />aW1&QLEy_1%VA1lU1i, RMLQALhQ_A1_A2nAa ;
<br />5, 1INWALLATLO-N.-
<br />Installation shall be performed strictly in accordance with detairs indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18of Pill Evaluation Document (P.E.D.).
<br />drawing No. 20.175 Minimum separation to glass aliall be as indicated on
<br />sheets 3, 5, 13. 14, 15. 16 and 18 of 18, of Product Evalilatlon Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTEMSTICS-AK"PECIFICATKM;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet'( and 2 of 18, of Product Evaluation Document (P E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evieluatiluti Document (P.E 0.), drawing No. 20-175.
<br />7.-LINIT AMON,% ANIDACONDITIONS OF QM
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175
<br />propar4d by Tilteco. Inc. and signed and sealed by Walter A- Tillit, Jr P E.
<br />7.2. I-Ir-iduct shall not bra Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of (Ine, Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures
<br />Product Evaluation Report prepared by Waller A TRIft, Jr., P.E. (Florida Licensie
<br />IlJo 44167), Pres0ent of Tilteco, Inc. (Florida CA-00067191
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<br />r __ AKHCWS FOR OCL`IC*rlf SEE ScKottE ON S41M a IS 9 - - '-I" 3ol
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<br />ZZJESTREII
<br />Large missile Impact load tests wells, performed under SSTD 12-99 standard as
<br />per section 1609.1 2 of the Florida Buildirg Codo Llnif^orm static loads as per
<br />Section 1709.11.3, per ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814 01 -01 dated 03/11102 witnessed by William
<br />R. Mariner, P.E., 13orur Merril RE, and Henry Hattem, P.E. and Report No.
<br />0219,01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospada, P.E. and Henry Hattern, P.E Large missile irrI and cyclic
<br />IoAdinl per Protoc0s TAS 201 & 203 as per section 1609.1.2 of this Florida
<br />Building Cods. Test Report prepared by American Testing Lab of South Florida.
<br />Report No. 1123.01-10I, dated November 23, 2010. signed and sealed by Julio E.
<br />I' ,oll P E
<br />Tonsils test report Elio, 9'CM-1 98 by OC Metallurgical, Inc., dated March 13, 2009.
<br />signed and sealed by Frank Grate. P.E, as per ASTM E-B and Tensile Test as
<br />per OC Mooleflurgical Report No. I OKM-1 318, dated Decombc,, 1 2010 signed
<br />and sealed by.11ony,ii.v�IKyfanil Pf, as clerASTIll 1. -8.
<br />2,3. STRUCTURAL FNQIK,ER1NG CALCULATI011
<br />On'24 Gage Galvlarizod Steel Storm Pariel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Buildirg Coda. CalculatlCips prepared II Tilteco,
<br />Inc., dated 12118/10and 0812713 (for this revision), signed arkd."ak;d by Walter
<br />A. Tillit, J,., P.E.
<br />I MISMEWACT RESISTANCE:
<br />Large missile impact under section 1609.1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />4,-- VIND
<br />... L_1F0AQ5RE6_1$_T_A1tol
<br />24 Gage Gaanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panol length shall boas indicated on sheets 3, 9, Ili, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as nkdiGatod on shoots 5, 9,10,11, 13 thru 16
<br />and 18 Of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has tx.vn verified for code compliance to
<br />,
<br />work as a non -porous storm Shutter assembly, as pear SSTD 12-99 Standard.
<br />aW1&QLEy_1%VA1lU1i, RMLQALhQ_A1_A2nAa ;
<br />5, 1INWALLATLO-N.-
<br />Installation shall be performed strictly in accordance with detairs indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18of Pill Evaluation Document (P.E.D.).
<br />drawing No. 20.175 Minimum separation to glass aliall be as indicated on
<br />sheets 3, 5, 13. 14, 15. 16 and 18 of 18, of Product Evalilatlon Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTEMSTICS-AK"PECIFICATKM;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet'( and 2 of 18, of Product Evaluation Document (P E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evieluatiluti Document (P.E 0.), drawing No. 20-175.
<br />7.-LINIT AMON,% ANIDACONDITIONS OF QM
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175
<br />propar4d by Tilteco. Inc. and signed and sealed by Walter A- Tillit, Jr P E.
<br />7.2. I-Ir-iduct shall not bra Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of (Ine, Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures
<br />Product Evaluation Report prepared by Waller A TRIft, Jr., P.E. (Florida Licensie
<br />IlJo 44167), Pres0ent of Tilteco, Inc. (Florida CA-00067191
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