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I I I I IT I I
<br />N
<br />/11 I Ll EC O INC\
<br />TILLIT TESTING a ENCHNEEAING COMPANY
<br />I I I. I,: I, R IL UT, A , ?k ,� --
<br />H. CA L, N. 06147Is
<br />PRODUCTEVALUATIONREPORT
<br />REPORT NO.: 20-0726.01
<br />DATE! Ju y 28, 2020
<br />PRODUCT CATEGORY: StI.Aters
<br />PRODUCT SUB -CATEGORY; stoma Pflrlrls
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protootion.Prod Dicts, LEI[,
<br />4K0 S.W S 1 Street
<br />Davin, F1orda33314
<br />I-PIM-10SE Or EVALUATION:
<br />This is a Product Evaluation Report Issued I. 6)
<br />y Walter A. Tilitt, Jr.. P.E- (System
<br />ID # 190C,) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G 20-3. Method I 0 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is tieing issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of th'a
<br />Florida Building Code, and lo verify that the product is for tbe purpose Intended
<br />At III equivalent to that required by the COI
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />, a Bulking Code• chartqc- that may affect Its limitations arid -conditions
<br />ZJE-VIDENCE $41MUTED:
<br />ATION DOCUMENT tKED,l;
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 o' 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit Jr., P E -7 dated G7J287,'2020 This drawing is an integral par* o 1� tp, is
<br />Evaluation Report, "".1.1 I 0",
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<br />"p',to'. . - - - - - - - - - .. /"-",-11
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<br />-' No 44167
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<br />, '6"..zoploll". , ,,�. , "t
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<br />" "91I
<br />6-3.55 N.W. 36th Street. Suite 305, Miami, Irlarida 13166 - Pbone: (305) 871-1530 - W'�'�)jq,A�,,W,,
<br />"It DUCS-YI,VALLiAT.WN-BEKLIU-BU-.10-9-1l&U 2
<br />ULTEST REPORT$:
<br />Large missile impact and fatIgue ban tests were performed under Prolocoic TAS
<br />201, 203 as per section 16126 of the Florida Building Code. Untform static loads
<br />as per TAS 202 Protocol Test reports prepared by Hurricane Engineering &
<br />Testing, inc., Reports # W669 dated 08,009/1996, ff96-570 dated 0908111996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory. In. reports It 2032 dated 64116M998 and
<br />#2126 dated 10/05111998writnossed by Gilber-L Diamond. P.E and Report No
<br />0219.01-09: dated March 4, 2009, signed and sealed by Edmundo Langaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report INIo. i1CM-197 oy OC Metallurgical, Inc.. dated Mart 131 2W9,
<br />signed and sealed by Frank Grate, P.E,
<br />2,1-STRUCTURAL ENGINE: EFOAG CAILVILI
<br />On 20 Gage Gafi,,anized Steel Storm Panell for maximum papal length vs. design
<br />wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on rational and GomparAtive analysis, and in accordance with
<br />section 1616 of the Florida Building Code Calculations prepared by Tilteco, Inc.,
<br />dated 1 1,103,`08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3. MISSILE IMPACT REMSIANCE;
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MND LOADS RE51SIANCL
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Pressures. Maximum panel lefwjth shall beds indicated on sheets 8,Viol 14, 15
<br />1u, 19. 25 and 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 or 20l of Product Evaluation Document (P.E.D,),
<br />drawing No. 20-176.
<br />5-INSTALLATEA'
<br />Installation shall be performed strictly in accordance with details indicated orf
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 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 at 26 of Product Evaluation Document
<br />(P. E. D.), drawing No. 20-1 76.
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<br />GENERAL NOTFIS.- e3) III, cAsL tw P#I woNE, ,N Pwcmr cvwcp�,r PANF,5 sry-.:C, cw wI @I w ,C, ," ,A
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<br />ft" FM 20 G9&=QNAft=_S= SIDON PI ;:XISTITRFG VI kl1I 5MR` I BE LONG DRI TO RrA�iIA WA'fi 1�XTURS WKNO EL.CPf PANELS
<br />. STORM PANEL -+--I*% Oh IW, PRIt)II00 FkAJLWN)N N)CULF(IS1 IPEDi c lirIEN WIttlerr, rCA fOWPIRRW.F IN krOI.MAI S_et AS "ISt.1,4D I. y ') &WJ S, 617
<br />ACCORDANCE -T- T= �C, N .ExIW%; _W,__5FI U:'I. 0_;10N3. Fc,�
<br />DES1111 WWRD LOADS SMALL W LCRAI AS, PID9 ',ke�ION I tI Or NE ASI IAONrF)NJD 0'0" - I � 4't UACrA FINCr`O`wl AS W&PAL7-JFI Al I 1 0 80LDEF. II
<br />1c:,F " `ANO SPEEDAS RDa,MPED BY TIqr. ,L,;LSrrr.rIr,w NMCi4E f,,IM SM,MERFS III RE NS,.A,uI FNO - It 40 PAPOEDWI Ft"(. Irl Ah3 0,LRE't"IT rL'J5 FRI AS FAIJV.lCTLII "I LIOA CONCTF1147V)N PPQC`Kt:
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<br />IN OROFIR TO A"I TIASDVT WNPIL
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<br />IN ORLiJIS 'O WI RTER'AV1<IWS C- TOM PLC' IS TEST'--t WERE IQT OVER -IRI A lost III AN-IL06FI PIDREIRATIDN INTO 'RJICCO SK0I NE cONSPODPCO 4'� PAR' i ',Ill Qt'1Q,RI TNAEADEf. VDOCTRA',94
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<br />57(AM PAWL'S AMCKRI I`W WI wo WVI AESIlOA0FI ILL-, SEER 0-RIIIII IN AUIWIANCE W` IALTVI. 1926 Of
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<br />V,ATMA_A_CHARA_MR*T1GS AND SIP ECIM"NS:
<br />Shal be strictly In accordance with General Notes and Components indicated on
<br />shut (1, 2 and 22 of 26, of Product Evaluation Document (P E-D.), drawing
<br />No-r0-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26. ("Product Evaluation Document (P.E,D.). drawing No. 20-176.
<br />7. L;MffW%0_N_$ AND COND TIONS OF U-S-F:
<br />7.1. .',hall be strictly in compliance with Gtirieral Notes No. 1, 8 thru 14, indicated
<br />on sl,eei 1 of 26, as well as General Notes 9 1 thru 4 and 11 thru 16, Indicated
<br />on sleet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176
<br />prep ined by Tilteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />7.2. Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defln:,d on section 1620.2 of 9-ia Flit-inda building Code
<br />7.3. Iroduct shall only be installed Into pr-ured concrete, concrete block, and
<br />woos, frame structures.
<br />Prod ict Evaluation Report pi apared by Walter A. TOM, Jr., P.E. (Florida License
<br />No --4167), President of Tilteco. Inc. (Florida CA-0006719).
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<br />REPORT NO.: 20-0727.02
<br />DATE: July27, 2020
<br />PROrjJCT CATEGORY Shutters
<br />PRODJCT SUB -CATEGORY: Storm Panels
<br />PRODJCI NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: (3 i9bet Rroltectbryirr PrWvLqts, L L C
<br />4a00 80. 51 Street
<br />Davie, Florida 33:314
<br />L-PURPOSE OF EVAIUATLON;
<br />This isa Product Evaluation Report issue'] E)v Walter A Tillit, Jr., P.E. (System
<br />10 0 1406) to the Global Protection Products. LLC Rule Chapter No.
<br />61 (320-3, Method 1 D of the Florida Department of Business and
<br />Prnfessional Regulation
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for 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 Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Is limitations and conditions
<br />21_EVI DEIIII 5- MITTW;
<br />211, PRWUCT-EVALUATION-D-0-CUMf�NTLP.E,D.):
<br />Drawing No. 20-175. titled "24 GAGE GALVANIZED STEEL STORM PANEL',
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<br />Tillit. Jr., P.E.: dated 0712712020. This drawing is an mteR�#I%piilltl�solli,khis . / ,
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<br />drawing No. 20-175 Minimum separation to glass shall be as indicated on
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<br />6. M;'TERIAL CHARACTIE . ;M,5TJCS_AH_Q.$PEC1F1CA11QNS;
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<br />Evalu,I Dc,cumen, M E D'i. drawing No. 20-175,
<br />7, LIMITATIONS AND CONDITIONS OF $ - , __ .. - �llilE;
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<br />7.2. Pi-,dict shall not be ins;iallcd within HIGH VELOCITY HURRICANE ZONES
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