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<br />TILLI ;'. SITING & EMBINEEPINO COMPANY
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<br />PRODUCT EVALUATIO�i[_UFQU
<br />REPORT NO.: 20-0728.01
<br />DATE- ,,, yib, 20<0
<br />PROULIC I CA TFGCIIRY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Global ProttlitoortProducitiii LLC,
<br />4800 S.W. 51 Street
<br />Davie, Flor&33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID At 19013) to the Global Protection Products, LLC. Rule Chaplar Mr.
<br />6 I 020-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as cit-.crihed hemin, and has
<br />been verified I compliance in accordance with the 2020 Seventh 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 Codo
<br />This Product Lvaltli Repoli shall tye subject to review and revision In case IA
<br />a Building Code change that may affect its limitations and conditions
<br />�
<br />2. FVIDFNCE SUBMITTED:
<br />Z.-IJ?RCIVIIIIQUYALUATION 000UMENT [F_EJ?_kL
<br />Drawing NO.20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />AhApts I thru 26 of 26 prepared by Totteco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr-, P.E.; dated 07.128/2020, This drawing is as integral Part ct,� tpls
<br />Evaluation Report, Ili o,,TIM It,, & , 0 4 T/" toki
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<br />I N1 W. 16th S"et, Suite 305, Miami, Fhiri,b '11166 - Fiore: (305) 871-1530 -1 011ji 'its-
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<br />I'ADULCi Ll,,,LidAllUi%-AtLL'VA,L-%U.-�lU-U2".0 2
<br />21 TEST REPO RTS :
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
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<br />201. 203 as per 8eelitsr, Ini the � k,IiTla Ulj,:"�I"j i'�',I' I '�it�-ir -n "T il
<br />as per TAS 202 Protocol Test reports prepared by Hurri"ne Engineering &
<br />Testing, Inli Rnpons N 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<br />4091I dated 09/20'1996. all three signed and sealed by Hector M. 1,10dirl
<br />P F. , Fwiesl;ation Test-irvi I ,!.,,[,riilory, In, r,!cAli It '1012 dated 0411"110914 ;an,!
<br /># 2126 dated 10105/1998 witnessed by Gilbert Diamond.F E. end R,-port No'
<br />0219.01-09. dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />'t,.o,,j,.,: tl.nt ,ill,,it Nt. _10,`-I97 I- �%, OC I'llptallurqw.m. Inr_ dated March I -, 2i
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<br />Za. STRUCTURAL ENGINEERING CALCUI-ATIONS:
<br />On 20 Gage Galvanized Steel Storms Panel for maximum panel length vs. design
<br />win] load, ,its %Ni as maxinium anchor spicing vs, design wind load and panel
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<br />loirlglh hasw,I I ratronal and ,,,o,nj:ar,;l,,r,; m,_IysI,4 Ili it- iorcoldrint- wi. %VAIll
<br />section 1616 of The Florida Building Code, l.al,_-uiatorls prc) Fr(i t)y I illsI
<br />pla ,r,i nAi
<br />dater! 11 li and ()3112115 L signed and sealed by Waiter A. Tilfil, Jr-, P E.
<br />3- MIS511AL thiPACT RESISTANCE
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<br />Large missile Impact under section 1626 III ;hu Floto,- Building ;.,(,,e;,, is p('f
<br />TAS 201 Protocol
<br />4. WIND LOADS RESISTANCE.
<br />. � IGa g q ,; a w a;-iz ad Step! Storm Panel has been verified to sustain wind
<br />otas&urii Maximum panel !!eItqt",shall be as 6(fic.-Itodonshori 8 1.'. '_ Vi
<br />* 16, 19. 25 and 26 of 26 of Product Evaluation Document (P 6.0.) drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />11, 11 17, I a]I, i 9, 210 ?5 Arill '?f) of 26 3, of Product Fivalualion 0ociiment (P F.D i,
<br />drietwing No. 20-176.
<br />5, WSTALLATION:
<br />1 _nk)iilalitm s11ah he Ns,r',-rri Ati in accordance with details indicated on
<br />sheets 3 thrill 7, 10 Ifiru 20, . 24 ,-!I,! A, Q1 ,:r'. LIf "",10UI-I EvalLallon Nx:uIllent
<br />(P.E.D.), drawing No. 20.176, M.tiimurr, ,ii�paraiic,i i to ,;lass I be as
<br />Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />I P i: F) I diravAl No. 20-176
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<br />16, MATERIAL.CHARACTER15TICS AND SPECIFICATIONS.:
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<br />I Shall tf, sti;cd ' y in accordance with Genf ral Note,� ann Comporionts inclicated on
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<br />No.20-176. Ai ,pcc.,fic.,7jttcln, shall be As In(jir.i I7I1 sli9 1, 7 ,C,j
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<br />7. LIMITATLONS.AND-CICINVITI[ONS OF USE;
<br />7-1. Shall be strictly in compliance with General Notes No 1. 8 lhru 14, indicated
<br />on 0i 1 of 26, as wril as General Notes $1 1 thru 4 and 11 thru 16, indicated
<br />on sheet 2 1 of 26 of Fir�,Llui-.l Evaluation Document I F rj. l drawing No- 20.176
<br />prepared by 1`11tac.o. In,,. a TO I,:( priti insist sealed by Waltcr A I ilia, Jr P Ei
<br />7.2. Product may be installed within HIGH 'VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3 Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame struritims;
<br />Product Evaluation Report prepared by Walter A TOM Jr., P E. (Fonda License
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<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LI.0
<br />4800 SW. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION;.
<br />Tf;ii, ;i F. )duct Evaluation Retort issued by Wafter A. Tillit Jr., P.E. (system
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No,
<br />61 G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />'i-,� pf.'j-duct ts being issued an Evaluation Report as described heroin, and has
<br />been verified for compliance in accordance Nith the 2020 Seventh Edition of the
<br />Florida Building Code and to Ili tliat JTlI prcyduct is for the purpose intended
<br />at Ifil equivalent to that required by the Godc,
<br />I his Fill Evaluation Reporl shall be subject to review and revision in case of
<br />a building Code Charge that I affect its limitations and conditions
<br />2_EV1D_9RQ_k 15VOMITTEID:
<br />2.1. PRODUCT EVAINVAT1011Lp00MENT tP-F_1D-i:
<br />Drawing No. 20-175, tifleii GAGE GALVANIZED STEEL STORM PANEL",
<br />li.eels I thill.; 18 of 18 pr"panid :.,v Tilteco, Inc., signed and sealed by Walter A.
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<br />2-2.- 7W REPORT'S;
<br />Largo missk, irnpar,l iond tests were ppriorol under SSTD 12-99 standard as
<br />poi f;sPrAton 1609.1.2 of the Fiends Building Code Uniform static loads as per
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<br />,ection 1709-8.3, per ASTM E-330. Test reports prepar-3rd byArfst,itic,an Testing
<br />Lab of South Florida, Report 0814 01-01 dated 03MVIC2 w1tricssed by William
<br />R. Mehiner, P.E., Boriz Moroi: P.E. and Henry Hattem, P.E. 3i Report Nu
<br />02119 01-rI4. dated February 25 2004 signed and sealed by Edrnundo
<br />Layclar-spada, P E. and Henry Hattcrin, P E Large missile impact and cyclic
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<br />lowlingli; per Protocols TAS 201 & 203 as per section '609,1.2 of the Florida
<br />Building Code Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23.2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No 9CM-1 98 by QC Metallurgical, Ii dated March 13. 20tKJ
<br />signed ani sealed by Frank Grate, P E, as per ASTNI E-8 and Tensile Test as
<br />Pet QC MelalluI Reporl No. 1 ClKlii 318, dated December 1, 2010 signed
<br />Fill ld -w-aled by Jerry Jacisufano. P.E. as per AST10 E-8.
<br />2.3, STRUC.TVRAL ENGINEERING. CALQUIIIATIONS;
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<br />On 24 Gage Galvart.-Eld Steel Storm Panel for maximum panel Ifurigili js dp5i,;n
<br />wind load, as well az maxi urn anchor spacing vs. design wind load and panel
<br />lonislih based on rational and comparative analysis, and in accordance with
<br />suction 1604 of the Florida Building Code Calculations prepared by Tilte0i
<br />Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillill, Jr P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large rriisiie impact ursdur section 1609.1.2 of tire Florida Building Code as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOAD,5_RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shoots 3, 9; 10 I 1,
<br />12 and 17 of 1 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, IJ thru 16
<br />and 18 of 18, of Pir(K.4)ct Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has Dean verified for code compliance to
<br />work as a (ion -porous storm shutter assembly, 9, per SSTD 12-99 Standard
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<br />5, INSTALLATION:
<br />lir-lakitsuri shall be pericirrined strictly in accordance with details indicated on
<br />shearls 3 thru 8, 12 thru 18 of '18, of Produc' Ev.,ittialili Document (P E.D.)
<br />drawing No. 20-175 Minimum separation to glass shall be as indicated on
<br />sheets 3, I 13 14, 15. 16 and 18 of 18. of Product Evaluation Documont
<br />(P F,D ) drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTICS ANO SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicalec or,
<br />shoot I and 2 of 18, of Product Evaluation Document (P.E.DA, drawli No,
<br />20-175.
<br />Anchor specifications shall be a., in(lw,ileri on sheet I of 18. of Product
<br />Evaluation Document (P E, D. 1, drawing No. 20-175.
<br />7. LIMITA � RON"NO-CONDMONS OF USE:
<br />' 7 1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />olli sheell I of 18 of Product Evaluation Document (P.E.D.). drawing No, 20-175
<br />prepared by Titteco, Inc. and signed and sealed by Walter A. T'ifilt, Jr, P E
<br />7.2. Product shall not be install d within HIGH VELOCITY HURRICANE ZONES
<br />as refined cn section 1620,2 of the Florida Builiffirigi Code
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />ProductEVaILIAltion Report of.lipared ljy Waller A. Tillit, it., P.E. (Florida LICullst)
<br />No. 44167), President of Tilteco. Inc. (Florida CA-0006719).
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<br />!N51.,ALLATION INSTALLATION
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