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<br />1ILLIT TESTING 11111, ENGINEERIP40 COMPANY
<br />liiiiiifiHk_A_TTLLIT IL t
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<br />PRODU CAT -EVALVATIOV - ft---PQRT
<br />REPORT NO,: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: SIATIVOM
<br />PRODUCT SUB -CATEGORY: SI Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Prudticta ll
<br />4800 SNII, 51 Street
<br />DI Flor,claJ3314
<br />1, PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, ILLC Rule Chapter No,
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation
<br />this product is being issued an Evaluation Report as described herein, and has
<br />been verified for wrriplence In accordance with tree 2020 Seventh Edition of the
<br />Flol'll Building Code, and lo verify that the prodiel Is for the purpose Intended
<br />at Il equivalent to that required by the Code,
<br />This Product Evaluation Report shall be subject to review and revision Incase of
<br />a Building Code change' that may affect Its limitations and conditions
<br />,
<br />?.-MOENCE SUBMITTED:
<br />2A.11-PRODUCT ]EVALUATION DOCUMENT (Pl,E,0,1;
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />slieets 1 thrU 26 of 26 prepared by Tilleco, Inc,;
<br />signed and ;sealed by Walter A
<br />Tiltit Jr., P E.; dated 07,12&12020 This drawing is an integral part 'NA"I"',
<br />Evaluation Report 00, """
<br />,�,"� .Z6 'XI, . o c E I , , 11
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<br />h355 N.W. 36thSirrito, Suirc 305, Miami. Flonda'11166 - I'llore, �,;�13)�71-13�i�-,�lth,�"C"A�,,t,4i',I.,��I
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<br />2,2. TES RFPORTS,
<br />Large missile ropact and latigm, ozoi lests were perfornitil under Prnlocnls Tl-
<br />2 0 1 � 2 I , -ctcllon 1I of The i'lorida builifinq "nd � I Ynrf�lvn stMil-, InadA.
<br />.- is pI ,�
<br />at, Lice I'AS 2IJ.) r't;,Icicl.)I Te(jt iepullts prepared by Hurricane Enginee(iny &
<br />T , �
<br />le -tiny, inf:.,f�fif�(�r-,st,,VG,�iO',4dat,�dk)gi(',,wi7996,#9(i-b7Oclatk�dJl$?,,'18)"19136,
<br />#96-T30 dated 0912011986, all three signed and sealed by Hector M Medina,
<br />P.E., Fenestration Testing Laboratory. Inc. reports # 2032 dated 04i16,l and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P E and Report No
<br />021 0.01 -09, I March 4. 2009, signed and sr-alfl by Edmundo Largaospialda.
<br />P F -Ind Henry, H,-ttern, P E
<br />TeOS110 test rel Net. 91I 1 9.,' av Q(, Metallurgical, Inc.. dated Mart, -, i , 2I
<br />signed and sealed by Frank Grate, P.E,
<br />2,1 STRUCTURAI.ENGMEERING CALCIIIII'LATI011
<br />Uri 20 Congo Gnivialzed Steel Storm P,,)nf,l for ioaxilrriliini ;,ariol itangth vs. del
<br />wind load, as well as mommurn anchor spal Ill design wind load and pane)
<br />length based on rational and comparative analysis. and in accordance with
<br />section 1616 of the Florida Building Code Calculations praparil by l ill 0 �,-,o. irK� ',
<br />dateNI I VOTOR and 03021115, signed and scalled by Veil A. Tillill Jr., P E
<br />3, MJ'5SILE 1MIPAl,' J (TIPS
<br />Large irissilo mlpaf,t under sectl III of the Florida Building Code, as pee
<br />TAS 201 Pi[olcircl
<br />4. WIND LO.AI)S RIESISIANCE.;
<br />20 Gage Galvanized Stf,o'P Storm Panel has bell verified to SListair Mind
<br />pressures. Maximum panel 1"th shall be as Indicated on sheets 6, 10, I 4, 15
<br />16. 19. 25 and 26 of 26 of Produlic Evaluation Document (P.E.D. I I. i,l III
<br />20.176 Maximum Anchor Spacing shall be as Indicated on shecis ,P i, h 1 : I
<br />14, 15 17, 16, 19, 20 '25 d 70) o' 2C, of Product Evaluation Docl t P, E. I) )
<br />drawing No. 20-176.
<br />5-INISTALLATIQN;
<br />Installation shall be pelfonred sinctly in accordancuW0,11 Jl''tal;S itilliciteli on
<br />sheets 3 thru 7, W thru 20, 23, 24 and 25 of 20, I,)' ;',�jdul,t i7,,mi,l flk=IliIverf
<br />(P.E.D.), drawing No. 20-176. Minimum "I43Ir'Ill"'[ I l t4as' -4 'S"I'lli Ile'as
<br />indicated on sheets 8. 14, If 26 and 26 of 26, of Plio(iji,.I Lvaluabon OcIcipirent
<br />(P.E.D.), drawing N 3. 20-1 T6.
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<br />7. LIMITATIONS AND WNDITIOW-OF Ill
<br />7.1. Shrili tivatricUy tri Compliance with Goonbral Notes No 1. 8 thru 14 indiuited
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<br />7.2, Product may be installed KILNri HIGH VELOCITY HURRICANE ZONES as
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<br />7.3 Product shall only be installed Into pcurl (;operate, concrete block, and
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<br />Pr(,xjuct Evaluation Report piepared by Walter A TIM, l P.E� I-forda License
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<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY " - t"'4111"-.1s
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRUOJGI NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Pi,ptecill Pr(Adult;t5, LLC
<br />48W SYV. 51 streel
<br />!Davie, Florida 33314
<br />I. PURPOSE OF eVALUATION:
<br />rhi5 It; a Product Evaltialill R4I INFAPI ll 101tillil A, TAlt, Jr- P-E. ; _qy":,Teni
<br />ID # IW6) to the Global Protection Products, LL(` Rifle Chapter No.
<br />61 G200.3, Method ID of the Florida [ILPRI'InI of Business irtil
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<br />1-his pr)dl is being iSbued an EvlaluaiIcii Repl as descriLiud herein, I ha4,
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<br />2. EVIDENCE S11,1181ti'l
<br />2,1., PRODUCI EVALVIATION-DOC,I)NIENT P,E,D.}�
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<br />2.2. TEST REPORTS:
<br />Largn rrilisslic irTipact load ItI v,,ei a parfornriecl und"t SSTO 1 2.99 standard as
<br />pet section 1609.1 2 Of the Florida Building Coco Uniil,,Irm static Joads as ,per
<br />Section 1 7il psi A.qTM E-330, Test reports prepared by Arnerican Testing �
<br />Lab of Snuth Flonda, Report # 081 4.01 -01 dated I V02 witnessed by itillifiorr
<br />R Mehnpt, P.E , Boni Morl P,E. and Henry Hattem, F.E. and Report No.
<br />I),? 1 4 (it-0, dated February 25, 2009, signed and sealed by Edmunds
<br />Larnaospada, P E. and Henry Hattern, P.E Large missile impact and cyclic
<br />lowllinq4 pta PTotuculs TAS 201 & 203 as per section 1 609,1.2 of the Florida
<br />Bull Code. Test Report prepared by American Tasting Lab of South Fk�lrida,
<br />Report No. 1123,01-10, dated November 23, 2010, Signed and se,iied by Ju3nE.
<br />Gonzalez, P E.
<br />44nsilp 1F.Ast rell No 9CIll by I Metallurgical. Inc , dated March 13, 2000,
<br />sigron and sealed by Frank Grate, P E, as per ASTM E-6 and Tensile Teel as
<br />per I Molallurgical Report No, I OKII 318, dated December 1. 2010 signed
<br />and sealed by Jerry Jacoofano, P.E. as per ASTM E-8.
<br />2I3, STIR-UCTUBAL ENGINEERING CALCULATIOlM
<br />On 24 Gage Galvanized Steel Storm Panel Wr maximurn ranol It"llogth vs desilipt,
<br />lArind load, as well as maximum anchor spacing vs. design vl in, ad and panill
<br />Ill 91h ba",d on rational and corriparative analysis, and in acirnrdanco vl
<br />section 1604 of the Florida Building Code. Calculations prApal by Tilteco,
<br />Inc;., dated 12I116l10 and 08127113 (for this revision), signed and sealed by Walfclt
<br />A. Tillit, .1l P.E,
<br />3-MI[SULF.-IMPACT RESISTANCE:
<br />Lwe< I Ile missife, Impact under Section 160 1 2 of the Florl Buildire; Code as per
<br />SSTD 12-99 Standard Ind TAS 2011.
<br />4.-WIND Wit RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel ha,, been verified 1I:I sustain wirid
<br />pressures, Maximum partial length shall be as indicated on sh",Is 3, 9, 10 11,
<br />12 Find IT of 18 of Prodl.]Ct Evaluation Document (F.E.D.), drawing No. 20-176.
<br />Nnituntim Anchor Spacing shall be as indicated on shoots 5, q, lit, 11, i a thru TO
<br />anti 18 T.);, 16, of Product Evaluation Document (P,E.D.), drawing No. 20-III
<br />24 Gage Galvanizod Steel Storm Panel has treon verified for rode compliance to
<br />work as a non -porous storm shutter assembly, AS 1peI SSTD 12-99 Standard
<br />100ANill,011104000I
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<br />5. INSTALLATION:
<br />kistallalion shall be performed strictly in accordance with details indicated on
<br />, shll 3 thrl e,, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6., MATERIAL CHARACTERISTICS AND SPECIFICATIONS;
<br />Shall tie,sl III eicF�'ordance IuvLth General Notes and Components indicate"! ,)f,
<br />sheet'l and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated an sheet I of 18, of Product
<br />Evaluation DccuiT)ent (P. E D,), drawing No. 20-175,
<br />7.A LIMITATIONS ANQ r,0NI)ll ' OF V$E,
<br />7 1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />(I shHel 1 of 18 O(Product Evalluabon Document (P E 0.), drawing No. 20-175
<br />propar,)d by Tilleco. Inc. and signed and sealed by Waller A. Tillill, Jr., P E
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Suililirv,i Code
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />vil frame s1ructuriI
<br />PiodLi(t Evaluation Report prepared by Walter A 1-4111, Jr., P,E (Florida License
<br />No, 44167), rlr(,,,sIC_1en1 of Tilbaco. Inc. (Florida CA-0006719)
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