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<br />PIRMUCT F
<br />.V-ALUATI-0 Pt FX,P-QRT
<br />REPORT NO.. 20-0720.01
<br />DATE: July 2812D20
<br />PRODUCT CATEGORY! Sholtiteni
<br />PRODUCT SUB -CATEGORY-. Storm Panels
<br />PRIDOUCTNAME: 20 GAGE GALVANIII STEEL STORM PANEL
<br />MANUFACTURER: C40baLpf-o-toodomproduqti� "I
<br />48W SX, 51 Street
<br />OoFlilili, FWda33314
<br />t--P-"-.Q$E-O-f�.6-YALU-A-n(>N:
<br />This Rea Product Evaluation Raportiesued byWalterA. Tillit- Jr, PR. (System
<br />ID # 113i to the Global Protection Products, Lli Rule Chapter No,
<br />Sill Mothod i 0 of the Florida Department of Business arl
<br />Prollessfional Regulation, I
<br />I
<br />This product is being issued an Evaluation Report as described herei and Reas
<br />been verified for comphance to accordance with the 2M Seventh Edition of that
<br />Florida Building Coils, And to verify that the product Is for the purpose Intended
<br />at least equivalent to that re-cuired by the Code
<br />This Product Evaluation Report shall be subject to reariew and revision In case of
<br />a Building Oode cillange that may allied Its limitations arid conditions
<br />;Z, EKDEN,C
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<br />2.1. PROOMPT EYMATI[ON DOC
<br />- . -IJIMENT (P--k,Qj;
<br />Drawl" No. 20-176, tiled FA20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheel I thru, 26 Of 26 prepared by Tilteco, Inc-..; signed and iseate. d by Wamsr A.
<br />Tli Jr�, P, E, � rintlud 07128/2020. This drawing Is an Integral do rt of INS
<br />Eyalua�ioril Report, 0i if I 1`40"i
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<br />arge raiawle impac'. and face- I Rests were perfarriterc! under Protof ois, TAS'
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<br />On 20 Gage GaliFianiz Steel Storrin Panel for il�oaxirnurn pani langll ll cl
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<br />length oa"a on ravonal Ron cormpa a rod in acco r d A[ nce W.- LIT
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<br />REPORT NO. � 20-0727,02
<br />DATE: Jfdiy 27, 2020
<br />PRODUCT CATEGORY: shlitil".Rts,
<br />PRODUCT SUB-CATEGOl. Stonn Pariels
<br />PRODUCT SAIIII 24 GAGE GAL11ANIZED STEEL STORM
<br />PANIEL
<br />MANUFFACTURER: Gliabot Pro.tec-Li-ctv"pro�,t,;tt�-LTL,c
<br />4',R.MOSA`i�511 Street
<br />Davie, Flooda 33314
<br />I -PURPOSE OF I-
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<br />$0 tif 1906) to the Global Protection Products, III Rule Chapter No.
<br />SIG20-3, Method ID of the Florida Department of Business and
<br />Prolessicinal Regulation,
<br />Thic product, Is beeng issu4-nd am Evaluation Rispoill as driscril,ed herein., ,and has
<br />bear wilinfiled for complance in accordance will the 20-n Seventh Edition of the
<br />Flo-pla Buldli Code, and to verify that III* prisdi is for the purpoele ints nded
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<br />This Product Evaluation Report shall be subjeci review and reAsion, in Case of
<br />OR &.0di Code singing 1;
<br />to that may siffoVl ill Imitations and corsfitions
<br />2., EVIMNI ,SU%W1T'L19j);
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<br />Drawing No, 20-176, fifled '24 GAGE GALVANIZED STEEL StORM PANEti
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<br />,is, rniss to impact food testswerre parliermed uinder,SSTD 12-pa standard as
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<br />per section 4609 1 2 Of the Florida Soilding Code, Unilbrim static leads as per
<br />Se,rbo�il7O9.B,l,per�ASTr�4E-3.430 Test reports prepared by Arnerican Testing
<br />Lab Of South F-kidlia, Report # 0814 01-01 dated 03IIFIV02 witnessed byWilliam
<br />R, lslehrrer� P,E., Sortz Moroz, P.E, and Henry Hattern, P.E. arl Report Pbi�
<br />021P 011-09� dated Febroal 2009, signed and sealed byEtinrundin
<br />Largiriospada, RE, and Henry Hattern, P,E. Large misafla firripactand.riyofic
<br />ioARIfTigs per Protrx,nls TAS 201 & 203 as per secilkin 16i of the Florida
<br />&Ahling Cocip. Test Report prepared by Amencan'Testlng Lab of South Flop da,
<br />Reporl No. 1 i 2101 - 10, dated November 23l, 2010, signed and elected by Julio E�
<br />G ,anzalez, P � E�
<br />Teriale test report I ljr-M-1-08 b"y QC Metallurgical, fti dated Match 13,2000,
<br />Ogn0d and sisaled by Frank Crate, P,E, as per ASTIfill, 5-8 and Tenallie Test as
<br />per QC Molaqull Report No, ICAM-13M dated December 1, 2010 signed
<br />aed setalle
<br />, I Id by Jeny Jaicidfano, RE � as per ASTM E-8-
<br />1
<br />2.3F, STRUCTURA1_15WANE
<br />� _ gRING CUPULAT1045i
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<br />On 24 Gage GatvarlizM Stell Storm Panel [or maximurn panel length we. desig n
<br />wind load,aswell as maxinii anchor spacing vil design wind lo,ad andpanel
<br />feriqui based on rational and oturnparistive analysis, and in accordance with
<br />section 1604 of the Florida Buftrig Codl Galoullarijoris Rreplared by Tiltecii
<br />Inc- dated 12'15110 and 08/271,13 (for this revision), signed and seallsid by Waiter
<br />A- Tit lit Jil=. Fil
<br />1-M-S-$ AAMPACT R-E-3-1-STANCE,
<br />Lal missile Impact under -section lefili �2 of the Florida Building Code, as per
<br />SSTD 12-99 Staindaid and T.4S 2til,
<br />4 . iM1!& � .- . RE-61STANICE;
<br />24 Gage Galvanizeld Steelf Storm Panel has been verified to sustain wind
<br />Prinitwrll Makilmorn panel length shall be as indicated on sheol 9. % I 1,
<br />!'-- aflu 17 of 18 of Product Evaluation DIccurnent (1i )IF drawing No. 20-175.
<br />Maximurn Anr hot Spacing shall tie as I uji-"bad on shol 5, 9, I 0, I 1, Ij thro I 0
<br />an d I 8 o f I 6, cit P rod opt Eva tuatio ri Q o nument (P F E. D.), drawing No. 20- 11 75.
<br />'4 G am� G alvarizold Sl eal Storm Panel has been wrifled for code comfit ia nOa to
<br />wei as a non -porous storm stuitter assembly, as per SSTD 12-99 ftindard.
<br />(�I�j' �`,, ,-'rI,
<br />C� AR � ��ll P:", I 'A"L+
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<br />Installation shall be perferived svw-fy I accordance with depsills. indic,arted On
<br />Sheets 3 thru I,, 12 thru 1 8 of I S. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175- flifinimorn separation to glass shall be as indicated on
<br />sh"Is 3, 6. 1 3, 14- 1 5, I 6 and 1 8 of I 8� of Product Eva l uation Document
<br />(P,E�0�), drawing Nol 20-ITS.
<br />6, MATIERIAL CHARA!CTERLSTIC.$..AN.D.6,PECI-EI.CA,TtQN5�
<br />Shelf be strictly in accordance wIth General Not" arid Cornponallits lindicani on
<br />sheet I arid 2 Fcf 1 8, of Product Evaluation Document (1-1 FE,D.). drawing Npi
<br />20-175.
<br />Ani;hor spec Ifications shal I be as 1 ridicaseti o n 3heet ,I or 1 8, of Product
<br />Evaluatilon Document (P.E.D.), drawing No. 20-175.
<br />7,1K[TATIDWAND MND11171OM OF USE;
<br />7.1 � Shall be stictly, in complIvance, with General Notes Ni 1, 8 thru 14, indicated
<br />on sheet I of 18 of Product Evaluation Docurrioni. (P.E.D), drawing No. 20-175
<br />prepararl by Tilleco, Inc. and silieei:l and seWed byWalter A. TOIL Jr, P-F�
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Code,
<br />73� Produd shall only be Installed into poured concrete, concreve block, arid
<br />"seud, frame structures.
<br />Pirdiact Evaluation Report prepared by Waiter A. TIM, Jr- P,E, (Florida License
<br />No. 4414l President of Tillage, Inc (FIrpida CA-0006719),
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