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<br />I L I F.<;C) INC. -
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<br />Till -LIT TESTFWI 8 ENGINFIER11111111 COMPANY
<br />22-MT REPORTS:
<br />6. MATERIAL CHARAGI EMT-= AND SRECLF1
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<br />TWAI'MR A 1`11,11T, rR-. ce, - ___ __ - � — ------
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<br />Largemissileimpactan fatigue load tests, were perfoEmed Lfhdef PrOICCOIS TAS
<br />_CATjDns_
<br />Shall be strictly in accordance withGenerall Notes I Components indicated on
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<br />'I_PN.L__N.I.1N7`
<br />call, 203 as per section 1626 of the Florida BuildIng Code. Urodrili:SUI load, s
<br />sheet 1, 2 and 22 of 26, of Produet Evatuallon Document IP.E.D.), drawing
<br />,L , I U K, 4f�7 19
<br />as per TAS 202 Pro,t3col. Test feports prepared by Hurricane Engirearing &
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<br />No.20-176. Archer spec,fications shall be as indicated on sheets 1. 7 and 21 In - f
<br />.
<br />Testing, Inc., Reports il 9C>-669 dated OSIQW0996, #9B-570 dated 0911811996,
<br />26. of Product Evaluation Document 1P.E,D.). drawing No. 20-176.
<br />PRQftAZT_EYALUATKW_RKP9RT
<br />#96-T30 dated 0912011 996. all ira oe signed and sealed by Hecrar M� Mo<flna,
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<br />I .E., Fenestration T-e-Ing Latiorgiory, Inc. reports # 2019- dated C-44,16II998and
<br />0 21 26 datl 10/05114:98 witnenned by (-Mcerl Diamond, P.E. and Rpport No
<br />7- LIMJTAUQN$_AND���LON$ lFt USE -
<br />. REPORT ll 20-0728.01
<br />0219.01-09, dated March 4, 20l signed and sealed by Edmundo Largaospada,
<br />. -0
<br />P F -and Henry Hatt-orn, P.F.
<br />7Aw SA,talit,I�4gdcuy ITT uornplianQewith Geriers! NN�Aes No- 1�81tlrfjf 14, Indicated
<br />DATE: July 28, 2020
<br />"Il teel ropart. hb:% RTCM-197 byQC lVetaillurtilcal, Inil datod March 13,2009,
<br />onshest 1, afr2ill, aswellas Generw Notes # I lhrLt4 and 11 thru 16, lridloated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.0-c drawing No. 20-i7fi
<br />PRODUCT CATEGORY: Shuttens
<br />Etigned and sealed by Frank Grate, P.E.
<br />prepared by T-Iffsol Inc. and signed and sealed by Waiter A Till Jr., P.E.
<br />PRODUCT SUS -CATEGORY: Storm Panels
<br />2j.,-STRUCTURAL EINICTINF,
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<br />T2, Product may be installed within HIGH VELOCITY HURR�CANEZONES,as
<br />PRODUCT NAll 20 CAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Gal%l@TI Steel Soorrn RI tor rnwlirnorn panel'onghi ITB� desitic
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<br />3 id ioad-5 as well as maximum Iff ,-her BID= `ng vs. design wine kNad arid panel
<br />defined on section 1620�2 ofthe Floods, Building Colde.
<br />MANUFACTURER; GlQb1EerQWA)0ftPrO&_QW_"_C_
<br />Innoth based on ratlona; and Comparative analysis, and jr, accordance with
<br />so-adon 1616 ofthe Florde; Building Code. calculatio'ns p rensd by Tiheco, Inc.,
<br />7.1. Product shall only he installec into poured concrete, concrete block, and
<br />"
<br />4800 SIX 51 Street
<br />Ol Fforda333i,t
<br />i
<br />Dated 11IGM8 and 01l signed and seeled by, ItNaRerA. Tiiiii,Jr., P E.
<br />frame structu re S.
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<br />3-MSILE 1MEAC9TT 10 �"'MIXANCE,
<br />Product Evaluatfon Report preparead by Walter A- TIM, jr-, P-E. (Flianda License
<br />__
<br />. .EOFEVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A,. Till Jr., P.E. (system
<br />-
<br />Larne nnl*sfl�e Impact under section 1626 of the Florida Building Code, an car
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<br />No, 44167), President of TANI Inc, (Florill CA-0006714).
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<br />10 # 1906) to t1heT Global Protection Products, LLC. Rule Chapter No.
<br />201 Protocol,
<br />6IG20-3, Method I 0 of the Florida Department of Business and
<br />Professional
<br />4, WIND LOI R-E-SIAIA-rd-I
<br />olo"11-111h ...
<br />.1'l A T144,11",
<br />:,��(%3..:.. /;, I
<br />Reguitation.
<br />�
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />-,��,�-, '"", ". &,
<br />,�- ,CENse`-,�$ ;:,
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<br />This product ils being Issued an Evaluation Report as described herein, and has
<br />pressures. MEodmum pared lerngth shailbe as indicated of) sheets 8, 1:0. 14,15,
<br />,
<br />..
<br />'. I— - 11
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<br />44167 . S
<br />been verified for compliance fn accordance with the 2020 Seventh Edition of the
<br />I d, I 9I, 2 5 and 26 0 9-
<br />- I 25 of ProdI Evalwation Document (F.E.Dd), drawing No.
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<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 1,
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<br />at least equivalent to that required by the Code.
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<br />1 41, -I 5, 1 7, III u, 19, 20 95 and 26 of 216, of Product Evaluation Qocurnfent (P.E, D. 1,
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />.... \X 10
<br />"'I D S/45 N A L'U"t",
<br />"l
<br />a Building Code change thErt may affect its limitations and conditions
<br />&INSTALLATION:
<br />,,"
<br />Installation shall be performed strictly in accordance fal details indicated or
<br />_E
<br />2- J0QFNqE§M5M�.
<br />.5hoal 3 thru 7, 10 thil -20, 23, 24 anal 26 of J0, f.Ef Piodu t Evaluah,- '
<br />1 4 c CT) I.Xicurnent
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<br />D�`ITILTECOADMON;RrCOROS P, E. ROPOR7 20 I,61 OBALPROTECTWT; PRODUCTS, U.0 t2llj GAas
<br />ZA.-PBQ--MCTEMU,k-nONDMUMEt4T,(P-"o -
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<br />"P,E.D.), drawing No, 20-176. Pylinir'nur. separation to glass shall be as
<br />Q�AJLVANQEO STEELIJORM PANRADRWI REPORT 92D*728.0',
<br />Drawing No. 20-176, Wed "211I GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on --hosts 8, 14, 16, 25 and 26 of 26. al Product Evaluation Document
<br />,sheets 1 thru 26 of 26 prepared by 'Tiltaco, Inc, � signed and sealed by Waiter A.
<br />(FLE.D.), drawing No. 20-176.
<br />Thilit, Jr_ P, E.; dated 07128/2020. This drawing Is an integral part 3 is
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<br />, PROTECTION PRODUCTS, LTLC�
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<br />1________________1`1
<br />/I . —..— " \
<br />511101 E CC3 ir,; (C;'.'
<br />Tit.Lrr TESTill S EfiGiNEERiNIC- COMPANY
<br />_ .. - - ____ I - - -- - 11 11. - -
<br />VFAI_TKRA HiJj I, il�_�,c fll�f��FMW
<br />1",Q.UCT.f.'.VXLUAT , "'Ir �I,1,1�
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<br />_EV()R1 ,l�
<br />- —NN-~ �
<br />REPORT INI
<br />20-0727-02
<br />DATIE�
<br />July 2-, 2020
<br />PRODUCT CATEGORY:
<br />shurers;
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODIJI NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANLW-ACTURER:
<br />Gil Proww-11 Prowe—tBULC
<br />4800 S.W. 51 Strael
<br />Da,ne, Florida a3314
<br />J,.PL1RP0SE0FF.YALU Oft
<br />FATL
<br />Thi�- is a Product F,valuation Report issued by Walter A. TIOR, Jr�I, P.E. (System
<br />:ID -4 1906) to the Global Protection Products, LLC, Rule Chapter ll
<br />61 G20-3, Method 10 of the Florida Department of Business and
<br />Problissional Regulation.
<br />ll product is- being Issued an Evaluation Report as described herein. and has
<br />been verified for compliance in accordance with the 2020 Scaran(h Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose sutended
<br />at least equivalent to that fequired by the Code
<br />This Product Evakiation Re -part shall be subject to review and revision to case of
<br />a Building Code change that may affect its limitations and conditions
<br />Z�EVIQEINICE 5Q§M1n]I
<br />2A - P !
<br />Drawing No. 20-1 75, titled '24 GAGE GALVANIZED STEEL STORM PAN ELI,
<br />s h Ws I thru 1 8 of 1 8 prepared by Tilteco, Inc.; signed and selaled by X-Nall A
<br />Tillit, Jr., P.E.: dated 07/2712020, This drawing is an intaR&,*rMf0ll
<br />.
<br />Evaluation Report- ":.N ,�� � - i 14 e / N-
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<br />U-TEaTRERMTS:
<br />Large iml [irripaol load tests were performed under SSTD 12-99 standard as
<br />per section 1II -2 of the Flonda Building CodOL Uniform static loads as per
<br />Secdon1709.8.3,mrASTME-330. Test reports prepared byAmerif-can Testing
<br />Lab of &outh Florida, Repoll 0814.011-0. idated 03111102 wiltriesseld by Vyllliam
<br />R. Manner, P,E., Sol-17 Moral P.E. and Henry Hattem, P.E, and Report No.
<br />0219.01-09, dated Febril 2001-4, signed, and seated byEd handle
<br />Largaospada, P.E� and Henry Hattern, P�E. Large missile impact and cyclic
<br />loadings per Protocols TAS101 & 20,33 as per section 1609.1.2 ofthe Florida
<br />Suildina k--vde- Test Report prepared Iry Arnerlean TIPI-scling Lab of South Florida,
<br />Report Nor 11,23,01-10, dated November 231, 2010, signed and seated by Juill E.
<br />Gonzale;i� P.E.
<br />Tensile test report Noo 9CM-1 98 by OC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P.E. As per ASTM E-8 and Tensile Test as
<br />parr 00 , Metallurgicati Raporthl 101<11ill 318, daW December 1, 2010 signed
<br />and sealed by Jerry Javiol P.E. as per ASTM E-8-
<br />2-1.31IRK-TURAE. 15N-(31NEERjti6--C-A49t)-LATION.-
<br />'
<br />On 24 Gage Galvanized Steel! Storm Panel for maximum parke! length vs- deal
<br />wind load, as well as maximum anchor spacing vil design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculations prepared by Tifteco,
<br />Inc., dated 12JI B/10 and OM7113 (for this revision), Signed and sealed by Vulafter
<br />A- T'll"t. N- r P F-
<br />3—M-151LEMPA—CTIMI[STAll
<br />Large mnedle, Impact under section 1609.12 of the Fkarda Building Code, as per
<br />SSTD 12�99 5 landard and TAS 201 -
<br />LWIRDONK RIE-616-TAN-Glen
<br />24 Geoff Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures- Maximum panel length sholibeasinidicated on sheets 3, 9, 10, 11,
<br />12 and 17of 18 of'Product Evaluation Document (P.E,D,), drawing No. 20-175.
<br />k1laxtrinum Anchor Slue ed I 3 thru 6
<br />� cing shelf bi�� as indi!cP on sh ots 5, 9� I o, 1 1, I I
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), �drawing No. 20-175.
<br />24 Gage Galvanized Steel Starm Panel has been Verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per S-53TO 1299 StandardL
<br />arniflulmlif,
<br />II III -
<br />IV ......... 11
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<br />Installation shall be performed strictly in accefdance with details indicated an
<br />sheets 3 thru e, 12 thru 18 of 18, of Product Evaluation Document (P,E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13� 14, 15. 1 6 and 18 of i 8, of Product Evaluation Document
<br />(P.E.D.). drawing No- 20-176.
<br />6. MATERI-ALC14ARACTIE
<br />JttMC,5 AND �SPEQUF .GA�
<br />� _ NS:
<br />Shall be *triictly in wTTr7)NrdarvSe with General Notes and Components Indicated on
<br />sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No,
<br />21111-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P E,D.), drawing No. 20-1 75.
<br />7-LIMMARONS AND ,
<br />_=MrnQNS Of,ii,ill
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thil 14, Wicated
<br />on utheet I of 18 of Product Evaluation Docurneint JP.E.D.). drawing No. 20-173
<br />prepared by Tifteco, Inc. and signed and sealed by Wafter & TIME Jr., RE.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620,2 of the Florida Building Code.
<br />7.3. Product I shalt only be installed into poured concrete, concrete black, and
<br />-
<br />wood frame structures.
<br />Product Evaluation Report prepared by Welber A. TM.'L. Jr., P.E. (cloride License
<br />No. 44167), President of Tllteco, Inc, (Flerida CA-0006719).
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