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<br />PRODUCT -EVALUATLQN RF:-P-QR-T
<br />REPORT NO. - 20-0728.011
<br />GATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SU43-CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANX AC I I)REFL GlQbat PrOtactlon-Pnduas I.L.C.
<br />4800 S.W, 51 Street
<br />Davie, Florida33314
<br />!_?A)WQWqFEVALUATION:
<br />This is a Product Evaluation Report Issood t".I,,.( Walter A, Tilsit, Jr., F.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I n of the Florida Department of Business and
<br />Professional Regulation.
<br />I his product is Doing issued an Evaluation Report as described herein, and has
<br />t tepn verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose initendoKi
<br />at best equivalent to that required by the Code.
<br />This Product Evaluation Report shall be SUbj,tF0 to review and revision in case of
<br />a Buffiring Code changer' that may affect Its limitations and conditions
<br />2. EVIDENCE $1.115MITTED:
<br />2, 1. PRODUCT EVALUATION DOCUMENT (P.EADIJ:
<br />-
<br />Drawing No. 20-176, titled '120 GAGE GALVANIZED STEEL STORM PANEL"
<br />shoots I thru 26 of 26 prepared by'rittal Inc; signed and ';;ralecl by Walter A
<br />Tillit Jr., P.E.; dated 07128/2020 This drawing is an integral part j
<br />EvMu3liori Roport. I 1J, m"S",
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<br />6355 N.W. 36th Street. Suite 305, Miami, Flonda 33166 - Phone: (305) 871-1530 1xuk,
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<br />PIZOIN(A Ll ALL4114Li_A 2
<br />2.2, TEST REPORTS:
<br />Large missile impacland fatigue load tests were performed under Protocols TAS
<br />201 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared b,y Hurricane Engipleal &
<br />Testing, Inc., Report, # 96-569 dated OSr)i)1996, *(;-570 elated 0911 8/1996,
<br />096-T30 dated 09/20/1 )961 all three signed and Baled by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reporis II" 2032 (lated 04/150998 and
<br />0 2126 dated 10f05/11098 witnessed by Gilberl Dlalr*nd, P.E arid R+tie,rt Nr:
<br />0219AI-09 dated March 4. 2009, signed and Sealed by Edmundo L.argaospada.
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2049,
<br />signed and sealed by Frank Grate, P.E.
<br />STRUCTURAL ENGINIE;61309-CALCULATIOM
<br />-
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind 1080, as weli as maidirrium anchor spacing vs, design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />suction 1616 of the Florida Building Code. Calculations prop are4d by Tilteco, Ill
<br />dated I 110ai011 and 03112115, signed and seallecl by Walter A. TiNt, Jr.. P I-
<br />3-MMUFFEAMPACT REMIANAGE.
<br />Large missile lmpact under section 1626 Lit the Florida Building Code, '35 per
<br />TAS 201 Protocol
<br />Fill WIND LOADS 13-E$1.5 J AN.QL-
<br />20 Gage Galvanized Steef Storm Panel lies been verified to sustain wind
<br />pressures. Maximum panel length shall be as Intl Gated on sheets 81 10, 14. 115
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.O.), drawing No.
<br />20.176, Maximum Anchor Spacing shalt be as ind"ted on sheets 8, 9, 10, 11,
<br />14, 15. 17, 18, 19. 20 25 anul :"O o!r,^,!o, If Pn-.,dud FviYltlofior, Doannent (RE D.),
<br />drawing No. 20.176,
<br />5-INSTALLATM;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thrt) 7, 1 1) thru 20, 23, 24 and 26 of 26, of Product Evaluation Dtocuinerit
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass Shall be as
<br />indicated on sheets 8. 14" 16 26 and 26 of 28 of Pi,odict Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />- 1/4*0 LAG SCREVIS PER N D.S.
<br />G. S S I THRU 12 14, I!,. 161 19 a 20.
<br />- 7/'I" ,, t/8' 00100 OVS140C. 05 DISVISUron RE Alk PONT s,*REW IBMT & SKCIAL_T1 CC
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<br />COMPARE TAM W/ WAX t*SDoi DtV;N PWVWW RATW.S INIXICATM OR $HEM I TRW I.'. I., IS, 116, I I BF 70
<br />IN ORDER 101 VEWY THAT 064DWARS L'N THIS PC 0 AS TESTED WORE NO' ,A" . 141ISSIt, A 1.1% 01,ACRIA50 A ^LQ"& F
<br />C O) MINIMUM PLIWAOM POICTRAnUN Of LAC, 'C", WM ME WOOD VRAMC LW 'SMALL K I 1/7' NO rHREADM
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<br />OF, FHE RESPON"ABIl Of THE L114`001MICTOR ILI YETVV THE SCOND"E'tiL OF IK 51 XIlJRF AMFQF PIT IF K
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<br />ATTACo) ID OCIURE PROPER ANC�CR.0 TEAS WJTT" $HALL CNIV OF AIAIVLCD TO COWCM BLOCK OR OnOD FRAME
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<br />6 WEIS TO BE ASTM A-307 CALWAMJED Mt. OR Aill 304 SERIES SIAO,LEIS STEEL. WM 36 6w 4MNoM "EX
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<br />Shut be strictly in accordance with General Notes and Components indicated on
<br />she, t 1, 2 and 22 (if 26, of Product Evaluation Document (P.E 0.), drawing
<br />No.i(IL1176. Anchor specifications shall be as indicated an sheets 1, 7 imd 21 of
<br />26, cf Product Evaluation Document (P ED.). drawing No. 20-176.
<br />7. LMLAMNS-AND AWNDMONS. OF LISF:
<br />7-1. ',hW be stnt,tly In (;ornpllail with Gurrittrall Notes No, 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on si,oet 21 of 26 of Product Evaluation Document (P.E.O.), drawing No, 20.176
<br />prepared by Tlltoco, Inc. and signed and sealed by Walter A Tillit, Jr., F.E.
<br />7.2.:Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defln A on section 152D 2 of the Florida Building Code
<br />7.3, Product small only be installed Intu poured concrete, concrete block, and
<br />woo( frame StRiCtul
<br />Prod ct Evaluation Report prepared by Wallnr A Tillif, Jr., P.E. (Florida License
<br />No.,24167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />PROD , EVALVATIQ .101"OR ,L', .A I.Io%I X1006119
<br />REPORT NO.: 20-07 27.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAIIiIII 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection IDro.du.qt&..LLC
<br />48UO S.W, 51 Street
<br />Davie, Florida 33314
<br />1, PURPOSE - LUAMM
<br />This isa Product Evaluation Report issued by Wafter A,T`IIIIt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regullation
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Sovianih Edition M thc,
<br />Florida Building Code, mxi to verify that the product Is for the purpose intended
<br />at least equivalent to that required by IN- Code
<br />This Piudr,t;l Evalua[iurs REjpuri shall be subject to review and revision in case, of
<br />vi Building C.-ode change that may affect Its limitations and conditions
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<br />?I. FV.IQ1_E_N0;E_$_tJ_SMIT_rM
<br />2,1,, PRODUCtIEVALUATM-DOCUMEN-T.A.P,ED.1 -
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<br />sheets I thru 18,A 18 lgelparocl by rmeco, Inc,; signed and sealed by Walter A.
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<br />. Llw FA A 1) , 41. A.FwAED -Ort 4KK`T .1 ., NID 44167 " S ; 20 G41 GA,VAN ZtV STEEL STOW PANEL AFKAP, r
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<br />L,irj�, inissile impact inad ititots, were performed under SSTD 12-Sari standard as
<br />per . secti(mi 16091 2 of llo Flo,olz- Building C,odc Uniform -tatic, load as per
<br />,,",ertioni7n9.R.�l,pmrASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-011 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Sir,)riz Moron, P.E, rind Henry Hat0m, P.E., aric, Report No
<br />0219 01-09. dated February" 25, 20014 signed and sealed by Edr,,undo
<br />Largaospada, P.E. and Henry Hottc:rn P E Large missile wilrant and cyclic
<br />foading-, per Prato(:rl TAS 201 & f!03 as per section 1609.1.2 of the Florida
<br />Building Cods. Teal Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 201101 signed ant; sealed by Juic E.
<br />Gonzalez, P.E.
<br />Tensile test report No 9CM-198 by OC Metallurgical, lric . 0ted March 13, " '001.)
<br />signed and sealed oy Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per Ot' MolWlurgiGal Report No, I OKM-1318, dated Decemihor 1 2010 siqnw
<br />aW sealed by JwTy.Jac,KAano, P.E. as per ASTM E.B.
<br />2.3 STRIXTURAL EN91NEERINO CALCULATIONS:
<br />On 24 Gage Galvanizer] Steel $form Parrot for maximumpanel longirti V6 des gn
<br />wind load, as well as maximum anchor spacing vs. design wird k)ad and panel
<br />length based on rational and comparative analysis, and ire accordance with
<br />section 1604 of the Florida buiWirg Code. Calculations prepared by I ifteco.
<br />Inc., datod 12r11 8110,iir)410�1.,27113 Ifor fts revision), signed and "riled by Waltov
<br />A Tillit, ,Jr., P.F.
<br />I MISMENRACT RESISTANCE!
<br />Large missile Irl under sectroii,100H 1.2 ni the Flo(IOA Building Code. as per
<br />SSTD 12-99 Standald and TAS 7L) 1.
<br />4, WJND. Lf TANCE'
<br />_K#AQJ P E $* .
<br />24 Gage Galvaniz, - I ;:;10(:SIC)FITI Panel has been verified ,,r, :sustain wind
<br />prPtssujf,,s. Maxinii pulit,il Ianijlh zhuli bo as Indicated on sheets 3, 9, 10, 11,
<br />12 arid I 7 or 18 of P)o0tict Evaluation Dc-curyient )F E,D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shelf be as indicated on shoots. 5, 9, 10, 11, 13 throe 16
<br />and 16 of 18. of Prodkio Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code cornplhinot.- to
<br />work as a non -porous stoirmshutter assembly, as per SSTD 12-99 Stardalrd
<br />1/4, 2/4. 3/4, A14, 5/5, 7/5,
<br />QL_tlQ18.PJMQR1 No. 3-012j,il; 3
<br />5. IM-TALLADOR'
<br />Installation shall be performed strictly in accordance with details indicatr:.d an
<br />Rhef)IS 3 ihrLI 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-173. Minimum sepal lon to giaq,, shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of PrcjiJut:,i Evaluation Document
<br />(P.E.O,), drawing No. 20-175.
<br />6. MATERIAL C HARAICIER) $TIC. -SARQ_SPE01FICATIQNS�
<br />Shall be stricUy in dkx,o,dancewith General Notes amt Components lndir:;jkt or;
<br />sheet 'I 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 <)f itJ. or Prolo'[
<br />EvINIuatkm Document (P.E D.), drawing No. 20-175.
<br />7-LINITAVONS AND CONDrriONS OF ll)ft;
<br />7.1. Shall be strictly in compliance with (:;eriw,�t I NcAes No. 1. 8 thru 14, Indicated
<br />on Sheet 1 of 18 of Product Evaluation Document (P ED.), drawing No. 20-175
<br />proparad by Tittem, Inc. and signori and sealed by Walter A. Tilly, Jr., P E.
<br />7.2. Product shall not 1)e installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined en section 16201 of the Florida Building Code
<br />_
<br />7.3. Piot)tic,i shall unl,,, be installied into poured c:on,.mte, i,lorgcreie block, and
<br />wood frame struclurt,is
<br />Product Evaluation Report propato,) by Waller A Tillit, Jr., P1. (Fictida License
<br />No. 44167), President of T1lltecI:,. In,. tr-111-0A !'A-(*O8719)
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