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<br />REPORT NO.: 20-0728.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUSe-CATEGORY- StomT Panels
<br />PRODUCT NAME- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 11�
<br />4�600 . I 61 Strest
<br />Davie, Fliorida33314
<br />I-MPOSE QW-KYALUAMON;
<br />'phis is a Product Evaluation Report Issued by Walter A. T1111% Jr, P.E. (System
<br />10 Pr IB06) to the Global Protoction Products, LLC, Rule Chapter No.
<br />ISIG20-3, Method 10 of the Florida Department of Business and
<br />Professional Regiulation.
<br />Time product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of Me
<br />Florida Building Code, and to verify that the product Is for ft purpose Intended
<br />at loariri, equivalent to that required by ft Code.
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<br />IWS Product Evaluation Report shall be subject to review and revision In case of
<br />a SurlidingCodar c1hange that may affect Its limitations and conditions
<br />2. EVIDEN-CE $MWATTM-
<br />2A.IRMCIVALUXTION DOICUMENtiliR.9s"
<br />Drawing No. 20-176, tilled "M GAGE GALVANIZED STEEL STORM PANEL",
<br />Iiheats I thru 26 of 26 prepared by Tilleco, Inc.; signed and soalect by Waiter A.
<br />Tl"It, Jr., P.E,; dated 0712812020. This drawing Is an Integral part
<br />Evaluaqon Report, 'RUN's.
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<br />635-,5 N.W. 36th Sweet, SWte 305, Miiani, Florida 33 MA - Phorrez (305) $71-3530 - ��`NsLgm, �01
<br />PRQUIVEL
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<br />21-IMEREPORTS:
<br />Large misstle Inipad and faflgue load lests vvere performed under Protoco!N TAS
<br />201, 203 as per sectlon 1626 ofthe Florida Building Cride. Uniform .static loads
<br />as per TAS 202 Protocol. Test re-,%orts prepared by Hurricane Engirleefing &
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<br />Testing- -,Inc , Reports It 9C�56 9 dated 08109111 91.96, 0-46-6-70 dated 0-.1-1 811 996,
<br />#96-T30 dated 09120111996- al'thres signed and sealed by Hector M Medina,
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<br />R L, Fenestratio IT Testing Laboratory, Inc. reports X 2032 dated 04-:i6ii-1995 and
<br /># 2 I 26 dated 1 CIO 6/1 998 witnessed by Gil bert Diamond, P.E � and F-Treport No
<br />02 1 �4:01491 dated Mar0i 4, 2009, signed and seafed by EdmundD Lairgarispaida,
<br />P,E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1197 by QG Metallvrgfcaf� Inc., dated March 13, 2C09,
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<br />signed arid sealed by Frank Grate-, P,E
<br />2,-a-STRUCTURAL, ENGiNlEgHlNa_C�_VLATfQ .
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<br />Oil 20 Gage Galvanized Steel Storm Panel for Friaximurn panel length vs- design
<br />*rd load, asweill as maximum author spacing its. design wind load and panel
<br />length based on rational and comparative analysis, iand In accordance will)
<br />section 1616cififieFlon.daftildingCode, Catculatfons prepared byTiftuo, Inc.,
<br />dated 11J03108 and OX12JI5. signed and sealed f)yWalIerA.TiII1t,,Jr,, RE
<br />3. MJS$���l TANM
<br />Large missile Impact under section 1626 of Um Ficifiria Stililding Code, as per
<br />TAS 201 Pintocol
<br />4� WIND LOADS ReSlaJANL�L
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />presSur9s. Maximum parrelmingth shall beasindicatedonsheetsS. 110, 14,15.
<br />16,19- 25and 26 of26 afftduct Evaluation Doclurneenti(P,E.D.), drawhig filo�
<br />20-176- Maximurn Anchor Specing shall be as indicated on sheets 8a Q 10, 1 1,
<br />14� 15, I 7. 18, 19, 20 26 and 26 of 2f), of Product Evaluation Gcto,�Trrcnii �P,E.0,),
<br />drawing No, 20-171C
<br />5_W$TALiAUQN_.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 thrur 20, 23, 24 and 26 of 26, uf Product Evaluatiion I-rocurrient
<br />(P.E.D.), drawing No. 20-i76. Minimum separation to glass shall be as
<br />indicated on sheets 8. 14,16� 25 Lind 26 ot28, ofProd,jot Evaluadon Document
<br />(P. E. 0.), drawing No. 20-1 16.
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<br />,.O, MATERJIAL.�HARACTEMBIJCS AND SPE-CIFIC -
<br />ADQN_S�
<br />Shall be Strictly in accordance,blifl G ,enerat Notes and Components imficated or)
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P-E-D,), drawing
<br />No.20-176. Anchor speefficaxions shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document I'P.E.D.). drariving No. 20-176,
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<br />7A. Shall be strictly in compfiance with Goneral Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as vveil as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 or Product Evaluation Document (P.E.0-1, drawing No. 20076
<br />prepared by Tilteco, Inc. and signed arid sealed by Wafter -1. Tillit, JrT, P.E,
<br />7-2. Product may be installed wiVn HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 16120.2 of the Florida Building Code,
<br />7 3, Product shail only be installed Into poured concrete, concrete block, arid
<br />wood rrarrte structures.
<br />Product Evaluation Re irt prepared by Walter A Tillil, Jr,. P-E. (Florida License
<br />No 44167)� President of Tifteco� Inc. (Ftorida CA-0006719),
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<br />0:� TILTrCO AOMON RECOROS I F. E. R�JPORT X, ! G�ORAA PRUTECTION PIRCIDUC.T5, Lcc � 20-GAGE
<br />GAIYANiZED 5TEIEL ,"Onl PANEU ORM*20AW Rt-QRT#20i071_&01
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<br />TILLIT v-ES"NG G ENGINEERING COMPANY
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<br />AIA IA I R A TV= M, �,.EL bkm.&-,-,_U!_mr,
<br />PRODUCT EVALIUATION-SU .,.P��,*_N: �iF�
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<br />REPORT NO.:
<br />20-0727.i02
<br />DATE��
<br />July 27� 2020
<br />PRODUCT CATEGORY:
<br />shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />GlisiballProW119A P rQducta -ILL-C
<br />4800 S,W. 51 Street
<br />Davie, Florida .33314
<br />t P SE F EVALUA
<br />A1WQ , TION1
<br />This Is a Product Evaluation Roport issued by Walter A� TIllit, Jr, P.E. (Systern
<br />10 'd 1106) to the Global Proteoflon Products, LLC, Rule Chapter No.
<br />STIG20-3, Method ID of the Florida Department of B,usiness and
<br />professional Regulation.
<br />This product is beft issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida BuildIng Code, arid to verify that the product is for the purpose intended
<br />at isasi equivalent to that required by the Code
<br />This Froducl Evalumtivi Flacon shall Ins subject to review and revision in case of
<br />a Building Code change that may affect Its rinrivartions. and conditions
<br />2---EMDENCE SUBMITTED
<br />41,.PRW_RQ1_EY A-W&TOS-MMEK-ORE O.).
<br />Drawing NOT, 20-17S, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />Rhoed; 1 thn� 18 of 18 prepared iiyTilteico, Inc,-, signed and sealed by Walter A,
<br />Tillit, jr,, P�E, � dated 07127,T2020 � This drawing is an mtn& I 0�),)Is
<br />Evaluation Report. Ftr"
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<br />U-71EXT-REP-ORTM
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 16U9,I.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709--8.3, per ASTM E-330. Test reports prepared byAmericanTiesting
<br />Lab ofSouth Florida, Report# 0814-041-01 dated 0,311 1X2 witnessed W William
<br />R. Metiner, P.E., Sorix Moroz, P,E, and Henry Hattem, P,E, and Report No.
<br />0219.01-019� dated FebrTuary 15, 2009, signed arld sealed by Edmundo
<br />I argaospada, PI and Henry Hattem, P,E. Large missile Impact and cyclic
<br />,
<br />loadings per Proturdis TAS 201 & 203 as per section 16091.2 ofthe Florida
<br />Building Code, Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23. 2GIO, signed and sealed byJullo E.
<br />Gonzalez P.E_
<br />Tensile test report No. 9CM-1-98 by OC Metallurgical, Inc., dated March 13, 2W9,
<br />signed and sealed t:iy Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />PerOC , M01WIllroical Report No� IOKM-11318, dated Decomber "I, 2010 skgried
<br />andarlafed by Joiry Jaciallana, P.E� as per ASTM E-8.
<br />2,1ASTRUCTURALKNONERIRNG ,
<br />IN���S
<br />On 24 Gage Galvanized Steel. Storm Panel for maximum panel length vs. design
<br />wind load, aswell as maximum anchor,spaicing vs. design wind load and panel
<br />leng' , h based an rationa; and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculations prepared by Tflteoo,
<br />Inc., doted 1211 iB/10 and W2713 (for this revision), signed andsealed by Walter
<br />& 'nim, jr.. p,E,
<br />I IMIMSILE WIRACT RESI[STANCE,
<br />Large missile Impact under section Ie0.1 �2 of the Florida Building Code- as r
<br />� fre
<br />SSTD 12-99 Standard and TATS 201 -
<br />.
<br />4,..IMN-D LO-AM.RESOIANiUM,
<br />24 Gage Galvanized $teet Storm Panel has beet) verified to sustain wind
<br />pressures. Marximum panel length shall be as indicated on sheets 3,9, 10, 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 indicated on sheets 5,9,10,11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.). drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a nori-porous storrm shutter assembly, as pw SSTD 12-�99 Standard
<br />310.0,04ilitubuini,
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<br />5. —INSITAUATIOM
<br />installation shall be performed strictly ma"ordence witticletails indicated an
<br />sheets 3 thru 8, 12 thru 18 of 1 & of Product Evaluation Document (P.E.D.),
<br />drawing No. 20A75- Minimum separation to glass shall he as indicated on
<br />sheets 3, 6, 13, 14� 1 5, 1 6 and I 8 of I 8, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />6, MATERIAL CAARA.CT
<br />. . EWT&S -
<br />_ -AN U-SP
<br />.EC CATL
<br />IFL QN_S,
<br />Shall be strictly is accordance with General Notes arid Components Indicated on
<br />sheet I and 2 of IS, oi Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall he as Indicated on sheet I of Ifl, of Product
<br />Evaluation Docurosnt�P.E.D,),,drswhsg No. 20-175,
<br />7- LKl1ATM"ND_C0N_DM0_N_Ji_QEAJ9E;
<br />7-1. Shall be strictly in compliance with Uperseral Notes NoT 1, 8 thru 14, Indicated
<br />on; uhaW I of 18 of Product Evaluation Document (P.E,D.), drawing No. 20-175
<br />prepared by TifteoD. Inc. and signed and sealed by Walter A. T11111, Jr, PJE.
<br />7.2. Product shall not be Installed within HIGH VEI " OCITY HURRICANE ZONES
<br />as defined On section 1620.2 ofthe Florida Building Guide,
<br />7.3. Product shall only be installed! into poured concrete, concrete block, and
<br />wood frame structures -
<br />Product Evaluation Report prepared Dy Watter A. "I'llift, Jr- P.E, (Florida License
<br />No, 44167), President of Tifteco, Inc. iflonda CA-=6719).
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