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<br />CO I - TILLrr TESTING fi, ENGINEERING COMPANY
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<br />PRODUCT -EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />OAFL: July 28, 2020
<br />PRODUCT CA TEGMY: Shutters
<br />PRODUCT SUB -CATEGORY- £;Irorrl) Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: OlobaLProl000n Products LLC.
<br />4800 S.W. 5', Stre,z:
<br />Davie, Florda333114
<br />tPURN-SEDY—EYAWATION'
<br />This is a Product Evaluation Report issILH-to by Walter A. Tillit, Jr., P.E_ (System
<br />ID # 1906) to the Global Protection Products, L LC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Dell rt rn Eint of Bust ties s and
<br />Professional Regulation.
<br />This product is betrig iSSUOd an Evaltiation Rttp,ort as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, ancl 10 verify that the prbduct Is for the purpose Intended
<br />at loasl equivalent to that mIr,iI by the (.'".to
<br />Thi,, Pmducl Evaluation Ropor shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />Z EAMINCE- SUBMITTED.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P,F_P,'k;
<br />Drawing No. 20-176, Wed "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc,: signed and scaled by Waiter A.
<br />Tillit, Jr., P, E.; dated 07/28/2020, This drawing} is an iniew ral part
<br />' '..R..j.,.1P-,116
<br />Evaluation Report. ISO�.P,iA- rQ9,
<br />1, 4 ,`
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<br />NO 441,137 *11
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<br />, . " e " PID11A 14 . ,:�,
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<br />6.305 N.W. 36di Street. Suite 305, Miami. Florida 13166 - Phone: (305) 871-1530 - )Q*40040101 I
<br />MMTCT EVALUATION Uill ENO. 204)728.01 2
<br />2.2 TI :s,rREPORTS:
<br />La rL ' �,. wtiI impact and fatigue load tests were performed under Protocols TAS
<br />201. 203 as per seLtior, 1626 of the Florida Builoing Cocip, '. InEform static loads
<br />as per TAS 202 Protocol Test reports prepared by Hurricane Engineering&
<br />Testing, Inc, Reports 9 96-561.4 dated 08/0911996, #I dated 091181199e,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond, F.E. and Report No
<br />0219.01 -09, dated March 4. 2009, signed and sealed by Edmuriclo Largaospada.
<br />P E. and Henry Hattem, P.E_
<br />Tensile test report No. PCM-197 by OC Metallurgical, Inc.. dated March 13, 2009.
<br />signed and sealed by Frank Grate, P.E,
<br />2.3-SITRUCTURAL Ei4GINEERIN0 CAJ-C-ULA71 , QN$:
<br />On 20 Gage Galvanized Steel Stone Panel for maximum pariel langth vs. design
<br />wind load, as well as maximum anchor spacing vs design wind load ind panel
<br />length based on rational and comparative aInslysis, and tin accordance with
<br />section 1616 of the Florida Building Code Cak-ulations propaned by Tilloco Inc.,
<br />pallid I li0108 and 03/12,15. signed and SeeW by Walter A. Tillit, jr,. P E
<br />.1 MISNU.-IMPACTAESIUANCELI
<br />Large missile impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RESiSlill
<br />20 Gage Galvanizod Steel Storm Panel has been verified to sustain wind
<br />Pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,15.
<br />16, 19, 25 end 26 of 26 of Product Evaluation Document ( ' P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14,15, 17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P-E.D.),
<br />drawing No. 20-176.
<br />5, INSTALLATIOW,
<br />IrstI shall be perforni,,;d ,%Inci:e In accordance with Letails indicated on
<br />sheets 3 thru T, 10 thru 20, 23, 24 and 215 of 26, of Product Evaluation Document
<br />(P.E. D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Prod4oll Evaluation Document
<br />( P. E. 0.), drawing ; 4o. 2f1-111 76.
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<br />UMAI ' ' ICS AND SPECIE 111CABOM;
<br />Shall be strictIn ly accordance with General Notes and Components indicated on
<br />sheet 1 2 and 22 of 26, of Product Evaluation Document (P E.D), drawing
<br />No.20-176-hrichor specifications shalt be as indicated 4I srelets 1, 7 arid 21 of
<br />26. of Product Evoluallinn Document (P.E.D.). drawing No. 20-11 76,
<br />7. L)IM11TATLONS-AND WWTIONS OF_V$1E;
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes 9 1 thru 4 and 11 thru 16, lnclt;atad
<br />on sheet 21 of 26 of Product Evaluation Document (P 11.0j, drawing No. 20.176
<br />prepared by T11teco. Inc, and signed and sealed by Walter A. Tillit. Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />drifined on secOon 1620.2 of the Flonda 81.111dif`g Code
<br />7.3. Product shall only be installed Into poured concrete, concrete block. and
<br />vvood frame structures.
<br />Product Evaluation Report prepared by Walter A Tillit, Jr., P.E. (Florida 1, icanse
<br />No 44167), President of Tile�co, Inc. (Florida CA-0006719).
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 202D
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT' SUB -CATEGORY: ' ,•torni P,rineir.,
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global,.ProtilliztLor.Products, LLC
<br />4800 S.VI 51 Street
<br />Davie, Flodca,33314
<br />J.PMRPOSEVE_EVALVATIQN;
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 119106) to the Global Protection Products, li Rule Chapter No,
<br />61 G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />This product IS being issued an Evaluation Report as described herein, and has
<br />been vefflad for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, arA to verii),, that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building C,>de change that may affect its limitations and conditions
<br />Z. F_V_LQWQE_$_U_B_JMITTLj):
<br />2,71. PROMC.TIE-VALVATION DOCUMENT iP.E.D.y:
<br />� ' Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />ishoells 1 thrii 18 of 18 prepared L,y Tilteco, Inc.', signed and sealed by Waiter A
<br />Tillit, Jr, P fz.; dated 07127II2020.'rhit; drawing is an intI,e:-gO......T. o, 4p/i,s
<br />Evaluation Repot. 'o"Wn. )i`/,
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<br />997014 TRAC.K.a_.ADJAQ0.T .T_Q._aWC0/.W9QP_8&= I Rv, �fkzll , ' .Iff a 3111.
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<br />LargemiSSileimp4l.i.�)a�l',esi� Iceperforin.- 'IIL�'j_,jL.S_STD 12-99 standard as
<br />per section 1609.1 4 ,1A V*I_ Fl,L,..r,oa Guildit I m: 'f I)-, Niatic io,acis as per
<br />Section 1709.8.3,, 1 11,TTA F.'IIrl 7E.5I r -,10, ��,Ie.pa�ed b,; Ainoric;ii-i Tetitinq . . ,tp-, � �
<br />Lab of South Floll , !�!tv-1`;, � I �� W-01 III ii. tect 0,311 1 X2 witnessed by i . I ssed �(Ivlll Flrn
<br />R. Mohner, P.E , i',)n, 11,*,,ro. l' f- Il;id Hnnry Hattern, P.E. and Rol-,TIT -
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<br />0219.01-09, dated Feb,r!.I&Iy , - "' L ZOO!-), signed and sealed by EdirriuI
<br />Largaespada. P.E. and Henry I,
<br />,attearti, P.E, Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600,1.2 of the Florida
<br />Building Code. Test Report prepared by Amencian Testing Lab of South Florida,
<br />Report No. 1 1 2ZO, 1:; clMrucl W.Lverriber 23, 2010, signed and sealed by JOG E.
<br />Gonzalez, P.E.
<br />Tensile lost report No 9CMAIM, ,,j OC Metallurgical, Inc., dated k'.arch 13,2009,
<br />signed and seall Frank C,r-As, P E, as pet ASTIO E-8;;ind Tensile Test is
<br />per OC MelafluRgi I. 1 6I, Nit!. I OKM-1 318, dated December 1, 2010 signed
<br />and sealed byJon ::0atI0. P. as per ASTM E-8.
<br />2.3, 5TR1lQj3l8AjE_N 01 I q E f-R I N � -G-C,11l � 1ATIM;
<br />On 24 Gage Galvanized Slt.Iull '3,)rnn Panel for maximum panel length vs. design
<br />wind load, as well Ele rnaximum anchor spacano vs. design wind load and partol
<br />length based on rational andc.I.Inparative analysis, and in accordance with
<br />section 1604 of tho Florida E; Ill Code, Calculations preoared by TiIII
<br />Inc., dated 1208110 and III 3 (for -his revision), .signed and sealed by Wallor
<br />A. Tillit, Jr., P.E.
<br />3_MI16&E_W_AC_T REM ; TANC E:
<br />Large missile irrt under section 1009.1,2 of the Flbr,da Buildling Code, as par
<br />SSTD 12-139 Stanclaid and TAS 201.
<br />4AIDAD,1 : F_,SC 5,_ T'A 1', I CE;
<br />24 Gage Galvani Steel SI in Fanai has been verified %a susiiain oIr.o
<br />pirevsures, lislat panel loot Ah shall be as indicated on shicols :3, f 1, l (1, 't 1,
<br />12 and 17 of 18 of I 4ick Evalu..ificrn Documerit (P. E.D ), drawing No 20.17&
<br />Maximum Anchor `ii, ' "i ,1-,idi t - 11 iilrli,-"�II',Ito sh',)!s 5, 9 'ICI, 11, 1 I thi"Ll 16
<br />and I 8 of 18, of R, ,l I_,�:tii.,.! : '. ,Em,-i i W E L) ) drawinc $ No. 20.175,
<br />24 Gage Galvanize �Ivj �,I-,r 1, f, irwl �;�s r�, ?P ,I.,rlIL�i lof .-rjdi , - C.r.4,lt,ovor, to
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<br />1UV11LVVVN',,`i 1,1.1 'I%.XION IiI NO, 29dt727.q2 3
<br />6. INSTALLATION:
<br />I;I,,,Z;A�Ilirm sria[lI toe perforlou,l ,,-,Irlcliy in accordance with ,-1-tafts indicated or;
<br />sheets 3 thru 8,, 12 thru 18 of,18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176. Minimum separation to glass shall be as indicated on
<br />sheets 3 i`� 1.3, 1415 16 orId 8 Of 13, of Product Evaluation Document
<br />(P,F.0.), drawing No. 20-1176.
<br />II MATERIAL CHARACTERISTIC$ AND SPECIFICATIONS;
<br />Shall be stlicify vow;,_ IOrdarx.owith General Notes aird ('.'ornponents indicated orl
<br />III I arid 2 of 18, of Prfldurl Evaluation Document (P,E.D.), drawing No.
<br />20-175.
<br />AnOv-t spe(Jficaticn,, shA;I h, as Indicated an sheet I of 18. of Product
<br />Evalukitiwi Dccumeni I`11I r, I ,11lawiling No. 20-175.
<br />7, LIMITATIONS AND QONIATIONS. OF USE:
<br />.. i ,S'hw uIa 8trictly in compliance with General Notes No. 1 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Ormurnent (P F D), drawing No. 20-175
<br />prepared by Tilteco. Inc. and *rt and sealed by Walter A. Tillill, Jr., P E.
<br />7.2. Produo shall not be Inbtallud within HIGH VELOCITY HURRICANE ZONES
<br />as defined en section 113520.2 of the Flof idd Bulkfiryj Code
<br />7,3. PriI shall only tie in ital,�,i into powed concrete, concrete block, and
<br />m."ocl fraint; strueftit
<br />RI Ewiluallon Reporl pi -,,I-,j I '! I by Walter A 7`11111ir Jr., P.E, (Florida License
<br />No. 4411.,"7), Fw;sident of"nitecc, ift, (Floridisi CA X)OR719).
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