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<br />T[LLff TESTING GEWMIMEERIF-8 MrALPANY
<br />TREPORTS:
<br />22_Tf__'ST
<br />0. MATERIAL QKARA-9-1-KIRWICS AND $-PE-CIFICAMN
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<br />- __ ___ - _____ � __
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<br />Large missl[e In- d a_ -A- fatigue load tests were perforrned undor Protocols TAS
<br />Shall be strictly in acoordance vitith General Notes and Components Indicated on
<br />A'�TILLIT, M, 1-,�F, WITic xoir-
<br />"T, PX L n'. .141
<br />201, 203 as per section 1626 or 1he Florida Building Code I.-Initormstaticioaft
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P-E.D), dravding
<br />'fl, Ll-Tk��11
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane E7,iinearlria &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc-., Rapo=� `s MI&S69 dated OBM911 996, seilf-5770 dated 0911 811. 9016,
<br />�
<br />2& of Product Evaluation Document 'P.E.D.), drativing No. 2(1,47C
<br />. I
<br />PRODUCTEV ALUATION REPORT
<br />996-T30 dated OV'20110-91]iu all thnse signed and sealed huo Floinor:V, k1lina,
<br />P_E_, FanestraWnTsesting Laboratory, lrrc� reports# 2OI dafadflSoLl8i-!oq8 and
<br />'
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<br /># 2126 dated 1, i]n! 9 4 witnessed by Gilbert Diamond, P�E, aria Wn-noft No�
<br />7. UMffAnM C0NDITI0N8PtF._4$F,-,
<br />REPORT NO.: 20472CO-11
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<br />0219.01�K d "a ClSirch A., zj[1_9� signed and sealed by Edmond— LamaoSpada,
<br />. -
<br />RE. and Henry Heilt m. -P e.
<br />7.1. Shall ble!s1rictly in compliance with General Notes No, 11, 8 thru 14, indicate(!
<br />DATE� July 28,2020
<br />on sheet 1 of 26, LiG well as General Notes A I thrU 4 and 1 1 thru 16, indicated
<br />Tensile test rmor'Nc- B��o-- by C10 Nfetalluruical� Ino- dated r-1--cht �3,, 20:09!
<br />Ixi sheet 21 Of 26 of Product Evaluanori Document iP.E-D,), drawing No. 20-176
<br />PRODUCT CATEGORY- Shuttim
<br />signed end sealed by Rank Grate, P,E_
<br />prepared by TI[facm,, tinct, and signed, and sealed by Walter A. Tillift, Jr., P.E.
<br />PRODUCT SUB -CATEGORY; Storm Panels
<br />. I -
<br />U,_$'TRL[CTeURAL E-'N�'G�NE-F-��,jkL.tZULATI,QRgz
<br />7,2. Product May be mstalled within HIGH VELOCITY HURRICANE ZONES as
<br />On 20G�ALtie Get noted Steel Stotri-L FOrmal for maxirni-Er.T1 panel lengthva Tfi�Ls[gn
<br />defined on sactlon 1620.2 of the FkSnda Building Code.
<br />PRODUCT NAME: 20 GAGE GAILVARMED STEEL STORM PANEL
<br />wind I ,, as W051 A s qunnmu M anchor sp,lac Ing vs. dosign T.A.-in d load and pa ITdI
<br />I
<br />MANUFACTURER- Q1QbaTI_P_roW4Lon.Erodkm"AAA
<br />Ion( 11 I I
<br />gth bieseci on ratfonat and ooml.mrafive analyeis, ar-o ur, acYordancevvlffi
<br />sedlon,161 6 of Ilie florids Building Code, Calculations d by 71fteco, Inc,,
<br />7.3. Product shall only be installed ow poured concrete, concrete block, and
<br />4600 &W, 5 I Street
<br />Oracle
<br />dated 111031D8 anct 0311,2116i signed and sealed by Walter A. T-111R, Jr�, Pi
<br />wood frame struatures.
<br />Davie. Florid;03314
<br />1-PURPOSE QF EMALUATION:
<br />1-KI-SMUE-KE63
<br />Product Evaluation Report prepared by Walter A. Titill, Jr_ P,E. (Flerlda LiGens-a
<br />This is a Product Evaluation Report issured by Wetter A. Tiffilt, Jr., P.E. (System
<br />Large missile Impact under section 1626 of ft Florida Buflffl;W C�uada. as per
<br />- -
<br />ji -it:
<br />No � 44167), President of T'.t--r,,;- Inc-= f r wida CA-000,9719).
<br />.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61020-3, Method I D of the Florida Department of Business aind
<br />4, RESMT AN QE�
<br />,,OIli"-`T1oM,
<br />,,,,,�,a T% � I h i . A1411
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<br />Professional Regulation.
<br />,WND;L0AnS
<br />20 Gage Ga�v--nizc-I-1 Stooll Storm Panel has been verified Is sustain -wind
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<br />This produall is being Issuedam Ev4luat ion Relonrlt as described herei n, and has
<br />pressuras. Maximum inariel length shall be as Indicated on st-aele 9, % 14,115,
<br />_. � ;ST �',
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<br />�, 1, 49 r .� 'I � , =
<br />il[al, 44167 , -
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16, 19� 26 and 26 M28 of Product Evolu rine
<br />ation Docu -tit (P.E-DA, drawing No,
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<br />f - .7" 14' _-3r T` l_ �L, ,
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<br />Florida Building Code, and
<br />I to verify that the product is for the purpose intended
<br />. cingshaN be Pas Indl
<br />20-176, Maxim.um AnciTiIf Cenz caled On shoo -A di� 9, io, 1,t,,
<br />14, 1 1 7, 1 8, 1 9, 20 2tt 2C 26, l'�'Irod Eval
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<br />at least equivalent to that requIred by the Code,
<br />.15, arid of of uct Ljo tion OirEE r,,c roeotilo.E. C.),
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<br />I C�I�Ai.-� ........ L
<br />i, - �, - _4�,A, ;*�
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<br />drawling'No, 20-176.
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />I A-51 A-LLA'-,rl Qbt
<br />toil�'lii,�, ,Tl`�
<br />oofmrst�,,iI
<br />a Building Code change that may affed Its lirrilitations and conditions
<br />lnstaltaflon,,i-hall lies performed strictly in accordarics, w4k, details indicated on
<br />2- EVIDIEW-E SUBMITTEM,
<br />. j]bCLrnaot
<br />sheets3thru7,10thru2D,23,24a�i426of26,ofProdud,E EL iT
<br />So Law.
<br />i66101L.
<br />D�T117ECOADMONRECVROATF.E RiEf-ORT oi 1, G LOPAt- PROTECTION P ROD,JC -'-, LLc 1 20 a AGE
<br />2.1. PRODUCT EVALUARON DOCUMENT iX_.EDJ%_-
<br />(P.E.D.%, dr&winq No. 20A17G. Minimum separation in olaosshall be as
<br />L I
<br />Z��LV�t4VFU�-TLEL*-FORA�PANEV,-,RV,'C-4nt--76'.R�POFrrg2o-o72&0'I
<br />Drawring No. 20-11176, filled "20 GAGE GALVANIZED STEF
<br />;L STORM PANEL",
<br />ts & 14' � :;Vn -.on
<br />indicate. on shea ,',6,2�zarid26ot26,ofProdu��,,�--i�n- Document
<br />sheet-- I thru 26 of 26 prepared by Tifteco, lrtc�� signed and sealed by Walter A.
<br />(R E, D .), drentring lifo- 20-1 76-
<br />Tillit. Jr-, PiE-; dated 0712812020, This drawing is an integral part
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<br />20-0727,02
<br />DATE-
<br />July 27� 2020
<br />PRODUCTCATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATEGORY�
<br />Storm Panels
<br />PRODUCTNAME�
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
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<br />QJpWtPr*Deg1tWin_P mdmfft� LE'll"
<br />4800 S0. 51 Street
<br />Davie, Florida 33314
<br />1. -PURPOSE OF EVALUATHON:
<br />This Is a Product Evaluation Report Issued, by Waiter A- Tillit, Jr., P.E. (System
<br />I D # 1906) to the Gi oba I Prote cti on Prod uct-q. LLC, Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of Business and
<br />Prolliessf -anal Regulation.
<br />T=Ns product I$ being Issued arn Evaluation Report as described heroin, and has
<br />been verified for compliance in accordancevidth the 2020 Seventh EdhI Of the
<br />Florida Building Code, and t(I'llwi Illy that the product is for the purpose intended
<br />at least frqo�vafent in that requlred by the Code�
<br />This Product Evaluation Report shall be subject to review arid revision !ITT case of
<br />a Building Code change that may affect its limitations and corIdiltions
<br />2._EWQ9N9k_SM_B_M_1T_TED_'
<br />Z1. PRODUCT EYAL CIIMPNT 1111; n-'-
<br />Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEU,
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<br />Tillit. Jr_ P,E.,- dated 0712712020. This drawing is an inteR
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<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609,11 of the Florida Building Code, Uniform static Iloads as per
<br />Section 1709.8�3, par ASTM E-330L Test reports prepared by American Testing
<br />Lab of South Florida, Report*0814-01-01 dated 03111,102 wftpossad byWiMam
<br />R_ Mehner, P.E-. Bortz Mi e Re t
<br />, oroz, P.E. and Henry Hallam, P.E. anr par No.
<br />0219,01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P,E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section I BDO.1,2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 'I I �_101-10, dated November 23, 201 0, signed and sealed by Julio E,
<br />Gonzalez, P.E.
<br />Tonislio test reportNo- 9CM-198 byQC Metallurgical, inrL, dated March 13,20091C,
<br />signwi and sealed by Frank Grate, P.E, As per ASTM E-B and Tensile Test as
<br />Por QC Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed
<br />and EiI by Jerry Jaciolieno, P,E. as per ASTM E-8.
<br />2.3.11R U-QM—RAL WQ_KfR1N0&__AAJ0_LA,W
<br />. _W
<br />On 24 Gage Galvanized Steeit Storm Panel for maximum panel length vs. design
<br />wind load, as well us maximum anchor spacing vs, do -sign wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />'
<br />ser-tion, 1604 ofthe Florida Building Code. Calculations prepared by Tllteoo,
<br />Inc., dated 1Z"18.JY10 and 08/27;i13 (for this rovision), signed and sealed by Watter
<br />A. Tilift, JE, REi
<br />.&MISSILE 1IMPAI"UISTANCE:
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<br />Large missile impact under s,siction 1609.1 ,2 of the Flonda Building Code, as per
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<br />SSTD 12-99 Standard and TAB 201.
<br />4_W_ND_L0_A0._RE6I$TANQ E�
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressuresi Maximum partial length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and,17 of 18 of Product Evaluation Document (P.E.D), drawing No. 20-175,
<br />Ma)dnwm Anchor Spacing shall be as indicated on sheets 5. 91 10, 11, 13 thru 16
<br />and I 6 of 18, of Product Evaluation Document (RE.D.). dram-ing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has te-on verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-�99 Slandard.
<br />ERDAWL10, �AL1_A11QX_WQR1NQ__2Qr2= 3
<br />5-INCTALLA-MOM
<br />Installation shall be performed strictly in accordance with deitails indicated on
<br />sheets 3 thru 8, 12 thru I 8 of 11 8- of Product Evaluation Document (P.E.D.),
<br />draw" No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13� 14. 1 5, 16 and 18 of I 8. of Product Evaluation Document
<br />(RE.D.), drawing No. 20-175,
<br />.0..MATF-Rt-AL-Q.HARACTEMS-TJC,5 AND_6PEWA0A1JQN$-
<br />Shall be strictly in accordance with General Notes and Components indicatecon
<br />sheet I and 2 of I 8, of Product Evaluation Document (P,E. D,), drawing No,
<br />20-175.
<br />AnchIorlipecifications shall be as $ndlcated on sheet I of 1 8, of Produot
<br />Evaluativi Document (P,E,D.), drawrinig No. 20-176�
<br />L. LI.M[T-A,TION4-A-ND-C-QNPIILQN-S-OF-U-SL,
<br />71, Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by TINeco, lnci� and stned and sealed by Walter A. TdRit. Jr_ PiE_
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />' "
<br />as 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 structures.
<br />Product Evaluation Report proWed by Walter X Tillit, Jr,, P.E, (Florida License
<br />Nm 441M, President of Titteco, Inc, (Flonda CA-000671g)
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