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<br />TILLrr TE"1116 & ENGINEERING 0
<br />PRODUCT E ALMAI[QN REPORT
<br />-
<br />REPORT Ill 20-0728,01
<br />DATE=! July 28,20210
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<br />filtecooWLl
<br />?02 L-i, 44W
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<br />PRODUCT CATEGORY, Shutters
<br />PRODUCT SUB -CATEGORY, Storm Panels
<br />PRIDDUCTNAME- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER- QJQhaLRr*Vr.Aan Proldom MG,
<br />48W SX, 51 Street
<br />Davie, Flondial
<br />1. - PURPME20f-f-VALMAT ION:
<br />This is a Product Evaluation Report Issued by Watter A. Tllllt Jr., P.E. (System
<br />I D # I 906) to the Gfordal Protectl on Prod urts, LLC, Rule Cho pter No.
<br />GIG20-3, Method III) of the Florida Department of Business all
<br />Proflosslonall R"lulatiorl
<br />This prol is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of IN
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to I hat required by the Codo,
<br />Tlois ProdUat Evaluabon Rlapolrrsha0f !be subject to review and revision In case ol
<br />a Building Code Cheri that may affect its limitations and conditions
<br />Z_
<br />=jRVMCE MUUIW-.
<br />2.1- PIR MCT EVALUATION DOCUMENT CP�.F_ D ji;
<br />Drawing No. 20-176I tiffed "20 GAGE GALVANIZED STEEL STORM PAll
<br />sheirl 1 thru 26 ol 26 prepared by Tiilftol [no., signed and sealed by Walter A.
<br />Tillit, Jr., P,E,,; dated 07/28/2020, This drawing Is an integral part ,N-M
<br />Evallul Report. ""'i & P�,
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<br />63,55KIllill 36th Street, S'l 30, bdisrn4 Mil 33166 - Phigre- (30-5) 871-1530 -
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<br />1, �Nlpis, nirrissille turpaicl All falifigi friadt liesug weng f,iturforined undee Protocols TiAllill
<br />,201 . I 203 as pet section 1626 of the Florida Building Code- UtElforinstatic loads
<br />all per TALS 2202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911-096, ilill dated 0911811996,
<br />#9I dated 09/20/1996, all three signed arid sealed by Hector M. hledina�
<br />P.E_ Fot�astratlon Testing Laboratory, Inc, reports # 2032 dated 04116li and
<br /># 2126 dated 10/05lir 1 ql�llff Witini
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<br />,KJ by Giliber, Diamond, �F.E and Report No.
<br />0219.01-12195 dafed hillarch 4,200q,sl[gE,rg:f arid sq.-kated by Edt"I'Llinido Largaeoplaida,
<br />PA.-� erid Henry Hattern, RE-
<br />�
<br />Terililife les', report No, 9CN`I-iQ_7 by GO Metallurgical, frill dated Marcli 11�, 2000�
<br />s�gned and sealed l Frank. -rate, D.E.
<br />Z.5.STRUCTURAL SNMNEERING 4�AL,CU.LAT1_QNSz
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<br />On 20 Gage Galvanizee Steel Stailin Panr,-.,�� (or tyraximum panel ongth va-desIgn
<br />vOnd load, as well as irrax6ruturrianchilair rspaoirtgvs. desigin,till foad and pene�
<br />kl;rigth based al-ii rietiloinal and Comparative arlkalyslI5. and ir accordance vil
<br />joeficin 1515oftile Florldia Building Code. 031CLIations prepared by Tiftel I ti
<br />'
<br />dated 1 ih�;�13 and 03112/1 5. signed and sealed by Waite r A. Tit lit, J r-, P. P.
<br />,3,--M-I$�$JLF.JI&P-&CT-R,E,51$TA-N-CE-
<br />Large missile Impact under section 1626 of Hie RoOda Bulding Code, as per
<br />TA,S 201 Prill
<br />4, MNO LOADS RESIISTANCLE
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<br />20 Gage Galvanized Steel Storm Panel has boon verified to sustal wind
<br />pressures. Maximiturn panel length shall be as indicated on sheets 8,10, 14I 15,
<br />16, 19, 23 arid 26 of 26 of Product Evaluation Document l drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 17, 14, 19, 20 25 and 26 of 26, of Produl Evaluation Document (P-E.D.),
<br />drawring No. 20, 1 76�
<br />5� - STALLAM10-M.-i
<br />Installation shall be parfolmied-slinctly in accordance with details indhopted oin
<br />sheets 3 Thfu 7� 10 thru 20, 23, 24 and 20 of 25. of Product Evaluation Docurnent
<br />(F.E.D.r. drawing No. 20-If- Mininnum sep.mmtion to glass mnall be as
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<br />Indicated -on sheets 8, K '6- 2�-, and 26 of 26, of Product Evaluation U_�iirrient
<br />(P. E.D.t, drziwing No, 20-176-
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<br />Shall! be strictly in accordance with General Notes and Ctnnp,onents indIrated oil
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<br />sheet I r 2 and 22 oi`26, of Product Evaluation Document (P E.D.), drawing
<br />No.20-176. Ancher specifications shall be as indicated on sheets 1, 7 end 21 of
<br />26, of Product Evaltual Document W.E_D.), drawing No. 20-176
<br />7. UMITALT QllilS
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<br />on sheet 21 of 26 Cf Product Evaluation Document (P_E_l drawing No. 20i-176
<br />prepared by Tilts,co, Inc. and Signed aid sealed by Watter A. 11-41il, ir�, P.E.
<br />T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined On secli 1620.2 of the Florida Butiding Code
<br />73. Product shall only be Installed into poured corlcrale. concratia block, and
<br />"ad frame StrACTLIfOrar
<br />Product Evaluation Report prepared by Walter A. Tififil Jr., P.E. (Florida License
<br />No, 44167), President of Tilteco, Inc- (Florida CA-0006719)
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<br />DA T�L TECO Atilhill RPoORDS � P. E, Rrtilrr`ORT�20- I GLOBAL PROTsC`nC,.1 PqODUCTS. LLC 1 20 GAGE
<br />CoVill STEEL W�Qfrrl PAl OFFING 620-1751REPURT11 2M728.01.
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<br />.1'. EYAL_ R_ I.,l.A_Lrr.7�-_.MWr6,9
<br />I EPORT NO.:
<br />i-
<br />20-0727.02-
<br />DATE:
<br />July 27, 21C-20
<br />PRODUCT CATEGORY!
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Pariels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER.
<br />QJ0"1G`tGtif0%)ll FlrciltlTl LIX
<br />4800 S�'Al 51 Street
<br />Davie� Rocco 33314
<br />1. PURPOSE OF LY&LUAT1QN1
<br />This is a Product Evaluation Report issued by Wafter A. Tl Jr., P.E. (System
<br />I D 0 1 006) fr) the Global P rotoct I on Products, L LC, Rule Chapte r No.
<br />61620-3, Method ID of the Florida Department of Business and
<br />Professional ROQUIEIIIJOEIL
<br />This product is being issued an Evaluation Report as described herelin. and has
<br />been verlfted for compliance inaccordance'Mi the 2020 Severitin Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code
<br />This Product lEvaluallion, Report shall be sub - hrc1 to review and revision in case of
<br />a BugGinif Code changethaliff may affect Its ]irritations and c�onddrrolgs
<br />2.EVIDENCE SUBMITTED:
<br />?_1 - ERQM_(;.T.f YALMATM DO-CU "
<br />_MENT i
<br />Drawing No. 20-17S, thilled '24 GAGE GALVANIZ STIEEL STORM PANEVr
<br />Sheets 1 thri 18 of 18 prepared 1�y Tilteco, Inc.; Signed and sealed by Walter A�
<br />Tlfli'L J r,, P. E.: dated 0712712020. This tinvuring is an, i nteg,l tt�yilf,l
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<br />KLUIALIATIONREWRTNO, 204727.02 1
<br />ZZ, TUTREPORTS;
<br />Large missile hrnparA foad tel were performed undar SSTD 12-99 staudard as
<br />per slection 1609 � 1.2 of the Florida Building Code. Uniform static loads as pe r
<br />Section 1 71 09.8,3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report * 0814, 01 -01 dated 03,11 1102 witnessed by VYIIlia m
<br />R� Mohner. P.E-, Soriz Morol P.E. and Henry Hattern, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largoespada, Ill and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 2DI & 203 as per sectlen 1 609.1.2 of the Florida
<br />. Suilding Corl Test Report pre -pared by Anterican TasItnig, Lab ofSauthi Runde,
<br />Report No. I 1 2101-10, dated Novernter 2'3, 20110, signed and Sealed by Julle, t�
<br />Gorizall P.E.
<br />Tensile test report No. 9CM-198 by, QC Metallurgicali Inc_ dated March 13, 2009,
<br />signed and sealed by Frank Oral PE, as per ASTIM E-B and Tensile Test as
<br />per OC MaIWILirgircal Report No. I 01K)i 31 8� dated Decorritter 1, 201 0 Signed
<br />and sealed by Jerry Jacolfania, P.E. as per ASTM E-8
<br />2.3-STEWUVIRAL ENOWEE"I 10-CALCULATIl
<br />�
<br />On 24 Gage Gailvanized Steel Storm Fainet for maximum panel length vs- design
<br />wind load, as well as maximurn anchcr spacing vs. design wind load and panel
<br />length ba-sed on rational and comparative analysia. and in accordance with
<br />section 1604 of the Florida Building Code. Calcula"ns prepared byr Tilteco,
<br />Inc, dated 12h 511 0 and 08J27il 3 (for this revision), signed and skqEfled by Walter
<br />A, T1114, Ji P.E.
<br />3, A&ME-IMPACT-MMSTANCE:
<br />Large mil irnpact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTO 12-99 Standard and TAS 201 -
<br />4LWtR]D._IJ0_A_0_,$. RIi$1$_TAtl
<br />24, Gage CAlvanized 'Steel Storm Panel has been verified to sustain,livind
<br />Pressures, hlaxhiam panief longth shall boas indicated on ".00i 9, 10, 11,
<br />12 and 17 cl 8 of Product Evaluation Document (P.E.D.), drawing No- 20,175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,, 11, 1,3 third 16
<br />�
<br />and I 8 of 118, of Product Evaluation Document trP.E.D.), drawing No. 20-175.
<br />.
<br />24 Gage Galvanized Steel Ste n Panel has been v---rftd for Code curnbliance to
<br />work as a ricin-porous storm shutter assembly, as per SSTO 12-99 Standard
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<br />PAODUCTEVIILLUAT !N_UF0RTXG_ 2`04M.02 3
<br />5. INISTALL-Al.-
<br />I n , ts, 0 a fir.) n a he 11 be performed sAft-Lily i n a cco rid an Go vil di Ind icated on
<br />Sheets 3 thing 8,12 thru 18 of 18, of Produe, EvaluaJon Document (P.E.0�),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />shi 3, i 13. 14� 15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawtvag No- 20-175.
<br />C MATERIAL CHARACTM$TI-C�-6,P-E-CIFLC-ATlOf4SI
<br />Shall be strictly in acc.ordance with (iieneral Notes and Components Indicated oil
<br />sheet I and 2 O118,, of Product Evaluation Document 1P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Eval uation DocLwaient (P, E. D.), drawing No. 20-1 T5_
<br />7� W MITATIQ14 AND CONQ1119NIP. _QF USE;
<br />71, Shall be strictly in compliarme with General Notes No- 1. 8 tbru 114, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E,D.). drawing No, 20475
<br />prepared by Tiftil Inc. and siligneed and sealed by Walter A_ Tillit, Jr_ RE
<br />7.2. Produal shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 16202 of the Flohda Building Col
<br />7.3. Product shall only be installed into polured concrete. Concrete block, and
<br />wood frame struicturog,
<br />Product Evaluation Report prepared by Waller K T11111, Ji P.E. (Florida License
<br />No. 44167), President of Tift000. Inc. (Florida CA-0006719).
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<br />SHEET NO.
<br />SH 1.0
<br />
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