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DUC
<br />PROT KA'ALIUATION REPORT•LVO 2"728In 2
<br />=01111CT EYAiUAT[ON REPORT NO. 20-8723.01 3
<br />/T1 TiECC7 INC_
<br />TiLLIT TESTING 8 ENGINEERING COMPANY
<br />2 0 macT REPORTS: 5
<br />Q. MATERIAL CHARACTERISTICS AND S-PECIFICATIONS:
<br />___
<br />Large missile impact and fatigue l a ems le m a a load tests were performed r e e rfo ed under Protocols TAS
<br />9 P 9 Pe
<br />Shall n
<br />be strictly in accordance with General Notes and Components indicated on
<br />WAITER A. TrLLrr, JR.. P.E, tiACCOCO O1-UDm
<br />201, 203 as per section 1626 of the Florida Building Code- Uniform static loads
<br />sheet 1, 2 and 22 of 26• of Product Evaluation Document (P.E.D.), drawing
<br />PLCP L.i .;�OA6� 9
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P-E. and Report No
<br />7. LIMITATION8 AND CONDITiON3.OF U
<br />REPORT NO,: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, ZOOS,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATlQRS;
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products��,
<br />length based on rational and comparative analysis, and it accordance with
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E,
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE,
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System
<br />Large missile Impact under section 1626 of tile Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional
<br />4. WIND LOADS _RESISTANCE:
<br />`„N,IEINNIN}fN
<br />A; Tl(� fl,.l
<br />Regulation.
<br />24 Gage Galvanized Steer Storm Penal has been verified to sustain wind
<br />`Nr`0\EP
<br />Q ' �CENSF '•.. y
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15.
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />- 401W..
<br />.'
<br />"• 44167 .. =
<br />been verified for compliance to accordance with the 2020 Seventh Edition of the
<br />Florida BuildingCode, and to verify that the product is for the purpose intended
<br />y P P
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />- * : __ _:.* _
<br />- 3" r STATE Of Sty
<br />at bast equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P-E.D.),
<br />drawing
<br />= -
<br />--,0,-.
<br />'�@`�.'
<br />No. 20.176,
<br />. �jOR1D�
<br />,-'lli
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5.INSTALLATION_
<br />. S/ORAL
<br />W''111 it µ,eta
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2 EVIDENCE SUBMITTED-
<br />sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />DA4 TTI TECO ADMON RECORDS l P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC l 20 GAGE
<br />2.1. PRODUCT EVALU-ATION DOCUMENT tP&.
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI ORW43#20-1761 REPORT#20-0728.01
<br />.
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and seated by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral partIIRAIIP,Is
<br />P, It
<br />Evaluation Report,
<br />`y_ctR A.
<br />I1 ,
<br />�t4,,turuII1INl!/j
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<br />F-�-__ - - F
<br />No. 4y4i67 =
<br />' _ - -
<br />- J_ Fdv: iA167 =
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<br />'S
<br />% -o'• STATE OF r ar=
<br />•� ., F. . ?__Z i
<br />OPIOP �C,':
<br />' O FLORI ,
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P 31:A, �1JRIt1"
<br />Fr"NINNNN1esH,"
<br />mar'.A431
<br />GENERA�{yyy[W: a _') ,I. LASE r-I PRE'.AST SIOHE, CR PRECAST LL'NCRETE 1WL,c_ S'JLC,, Lw .oVG 5CIARDS Ew FG,IIU iIv 1.1E
<br />,,STPIG WALL. WCHOI SHALL BE DUNG ENO,.,LI TO REACT• IN: MNN S ,ICTURE RElf1ND $1,11, PILLS
<br />. STOFM PANEL SHOWN ON INIs PROOUCi LbA WIHIN O0C U4EN1 fFEDJ IUc BEiN VEAtIFG rCiR CWPIW:!_, 11 ANCHORAI SHALL BE AS 4ENi ONED I. e, ) ALE' IN S2)
<br />ACCORDANCE WRH iH£ 2O2U (71n EOInOVI GF T11F FC OR'CM (3V NUN/, _UDE .: -C LA!SEINLL HOOD -ll SP CLFTC ..R&f: , 55. WN-
<br />- 'I TAPC.ON YCHfJ� A5 mW.1ACTJRE[. BY,T W ELILDEY YC
<br />DCSiON WIND LOADS SHALL BE OCIENMINEI AS PER SECTION 1520OF T),E ABOVE MENTIONED LnDL _ PWELMaTE FEMALE IC NJ FANEIMATE LJS It-10.RS AS MANUiAC1:IREl VI hCO ,'-*ONSiPllf'I.�N PRO(luCTS
<br />FOR A WIND SPEED RIS RFOUIRED BY THE JUAISCICION WHERE THESE SHUTTERS will BE INS ALL]l AND11aIf
<br />FoR A CIRECTION&ITY PACIOR 7-16 "HAG. NOT f4F MA,IMLMI - 1/4"• ,,AG SCREWS PER ND.5.
<br />Ktl 085. VSINC ASCE WEI EX('ED EASD)
<br />DESLrI PRESSURE RADNGS NDICATSE ON SHEETS 7 THRU 12 la 15. 15, 19 & 20 7/16 w . 5/8' WWD BUSHING, AS D15IRRVIEL BY AIi INN' S:.PEW BOLT & fiLr,N't C'C
<br />RI{Y n S P IN ORDER TC VT CONDITION. I. i DESIGN w,N DFTERMINL PER ,SCE 7-Ili - TILE
<br />GV DMA E DE$ 0 LOAD C 1, FOA fLEO PANLLAIATE PLUS
<br />nNALF FE P-ENF.T➢AIICTh INIU NOEL CI iAPCO4 ANCNGflS SI'IKN RE i/:• ANL
<br />_>•
<br />TO II ,C I
<br />t I - T IN SHALL 9F FIRS REIriKE:O C A.50 UEa'GN WINO LOMS En' EAI!(IPLYINL. HEN 9Y' O6 DROCN ID W0 PANEiMKE. FEMME ^.
<br />AND PA
<br />COMPARE THESE w/ MAX tASO)'3ESICN PNFSSURF RA71NG5 mCx;ATT_C .N SHEETS r o.INJ 12 1a 15, fi II A ;n
<br />,) 41rvNAuu i READEJ PENETRAi11N JF LAC SCREW N'; THE NOCC FRAME VNI SAL.._ Br. 1/2- YCI f•1PEA(`ED
<br />IN -" V•-RIFY -HA- N THIS F _ ^TF SS D A 13% INCREASE •N Al OW -' -
<br />OPOEH _ Mt: O LU A5 TEa .G WERE N01 OVEN =TO __F S L AH.F PEHETNAIKM' INiC STUf,LU $NN.. VE CON$[)(PEV AS PAR• rs THE AcO, :'A,I',I-1P1•DFC P(NFrRA1�ON
<br />S1iq.55 CUTE WINE, LOADS W+L [)Qi IJSFO IN MrIR MLU ,SiS r45'LNERS SPAC iYr; t0 w000 WS BEEN :1F •EP4IYE� IN
<br />R M2-T
<br />KCORLIWCF .l NOS. 7016 L.'.) MINIMUM ED% AS-AWF `H LA(. SCREWS INN, IP)OU SH4- BE AS INDICATE, IN 1H ORIll
<br />SIURM PANEL'S AOLI7JACY FOP IMPACT AND WIND RCStSTAKE ,iAS BEEN ✓ERTiEL N ACCOR'.A i.E WI•✓ 41l T' N 1626 CIF
<br />THE Al MENTIONED COL{ AS PFR NERiRIC.W[ 1NC-INEFIHN( A TESTI•I,INC REPORTS 56 569. 96 570 & 96 •5n ill ,I WNIMI:M PENE'RATAKI Cr &I BVSH.,'A. SNNL BE 518• 1/4• w 2O 'x 4E WS VSEn Sh4.. BE I '/2- .,('NG WN,VVV
<br />FENFS1RATH)H TESTING LAB ILK, RLFY% S ll & #2126 . A PROi)•_'9,S TAS 201, 'AS-702 Al Til- O5 `SOLI-., -,GTO Ex1ST ANC T- WNIMUV 111. WW1 '- w-H NO STJrCC
<br />AS WELL AS AMERICAN TEST LAB OF SU,l ROR,L'A REPORT IL?1II -A, AS F£R TA5 2C'1, !As 20; Al
<br />its'C 57 M CASE T},AI rvREC.A11 STONE. DR PRI CONCR!-r PWE.S. STOCCG UP WWI E1lAgD5 FJE FO.lIl DM THE t, 'DUN,
<br />703 �rWOAADS. WALL. NY'HORS SH _ RE LOW ENIU�N 'V NIA!:' E MAIN STRI "TUB E BEHIND iIIH ••WFIS
<br />2 Al JMINUY EATFIV`QYS 'f, RE 505J lb NCO' AND -E4PCR IUNLt S_ C'HERW SL ILO TEDI SEE 5'•ICC 4'-e1URA:t +HNC T# S 4 1"101:(C - , I. t &
<br />.YIN M : Z Y i ,1 A• - IP < ,I 5-H1
<br />ALL Kl U S/E E N JY. U: 151. EA HN,I HAYF 0. 1 Al !U) AN'n IPS SWx_ HE NSTK E'1 FU- 1,yR,hG Al vF ll,E NE-7U4M[N,1: IIh: AND 5PECT ;¢11UNS Ill THC �IMTP'c MAVU1"ArT1NEA
<br />' ALL STEEL SHEET MET& PANELS SHALL HAYS SRIICTLIAAL QI,L4!TI STEEL. AST4 A 65! ;;TEAL{ SO MNMUY 5-T{1 6 PANES YAv ALy.-, RE INSTALLED Hl1R1iU1fiK • TC.1^W NS NS7ALL,.n('.'v !1LTN.'. iNIDWN ON 1FCT10N ) iHRC,.C•. :C iSHEET`+ .
<br />fJ•_VNIIaEJ STEEL CLSIGNATIOh RI 58'- ,• .AfIEP ROLLED, IHq EXCEPT --I N Ra ! NO' LSFP
<br />OLNA. t J �E EADE - (j`; A � a141! u Bf
<br />_ ` EI WS T F< 51 ON CTST VT C 'AR F R ` ALl 1. F 0 BE TAMIL S 5 Sloe CN ' Alb. SER CS OR wRiK;. C kES. GATED CARBON E E.
<br />£E ! -
<br />R r T IT, I'll "f P' '.W N -il R- rT
<br />V+ALL BE HE RESPONSIB!. ?F 'HF OF 1U VE i THY aJ. E55 OF TIC SrFtN. JHt WNF < SHI/ FR I=. 7'I to
<br />_SHIRR.
<br />Cnk 50018 W/ 5fi Ke: It!O STRE'E5-11 ANC 9C 441 TENSILE 5-PEVGTH A iIY1_ COMP,Y WJ I. OH4A BU'.IPL C[I. ATTACHED TO NISVP[ LVUPER ANCHORAGE -HIS S,I)TTEP 5 A :•YIN BE ATIANEC TO, 'ONCRI'TE. Bil ON WC47E.' FFAW
<br />SET ," 1T ].3. En,tl C Nc5
<br />a BLIIT. To 8E. AS1M A-3C17 _; V'AN17C* STELI.. OR III 5(N S)RIS 51-iESS STEEL, W11H .I5 I•a. 411IIMllM •`EIL
<br />SIREN, ID EACH RELUTAR STORM PANE, WI' ! L•H OWN 8 _e ' gOuf✓, 12 a l PER SECT NS E. a. 9 & 10 ANC ALI RNATM:. 8W
<br />9W & IDw ON SHEETS S 6 & 2 RESPELTVFI '. I-1Nt -AA A-EGIR(E AND Al VISIBLE NARKING AISTRU'IING OWNER DR
<br />' ARE: HORS 'O WALL gi1LL aE AS FOIL,- TE14I `D SEC IRE -El *,SH APPIAAB(. R NFOACFLIENT JL NIN; 1,17FIll OF •IURRCNNE WWI
<br />IA) TO CXSINO tDWB£G CSR(iRE7E 11 'IA 14STN!A!HN QNIRN;11W l5 TI• SFAL/_AJLK A;, ➢IUTTER .^, UM ONE1T ElYiE5 WHICH REMAII• IN '(:NIINLIWL 'IIIA:'I %T
<br />- 11 7APCON ANCHORS AS MANUTACTuq£D B' III EHJLCiFX IH ( (M ! =1192 Pay) ntE SUILLNNG T' PRFVCNI WIND/TERN INTR IzaCN
<br />- I/4 a N(.nVRS. 7/a f-ll.-IN AAS NANIFACT1NfC By IIEWALT INC (MN I_.3U•:W PY,)
<br />- A 1 ).'4- SC:.0 CET NJ,,C„ll Af 1215tg BJTD El NJ f,3Rn1 SCREW. HQ0 & SPECIAL•-f ,,0 1 STORM PANEL 'NSTAN__AFU4 SHAl1 LTI.^' W'nl SPECI .hI.AUTEL ,N 111Ec DRAWING P-S AN'I Il AND :IN,IIC REGUTAPLIS
<br />(4 IY-3o00 PAL) PRUWOEO - R BI THI'_D'GTICNJ *H;RC PER." IS APPLIED 11
<br />- 011-10 PWLLAIAIE IE,IATf ID & PArvFIw•E P .• ANCHORS, AS VWUTAC URED Br -)CL r(NSTR!K ".LN ILLDI-TS 1 ,c) nwS P"OJ 1 KL."Ol 90117YFN7 l F C REPAR(L ," -,IS ENUNC•R IS LENYPIC' AND LYE-, In• .ltD'LE NROR4AHF�N
<br />1 WN f 1=3150 P.. ) I OP A 511 SP£-I- C P 1,1E^, a WHERE "I ': TIE :ONf • !)NS r3EVMT rRC4 THE FIE ,'
<br />- I!I'.'r'AP ,RIP Wlwll' A5 MANI;INA-UL R, RV •AS' (ORPOR/In'N P1 W)o,s )
<br />II) -h.RACTL- in RE gESFOYP,6LE ,UR E SE'I,1 JN P,f ASE Av NS'AL.A'ICN IYCIUDING I SAEE'Y :4- FOLIUCI
<br />A1, MINIMUM EMi)rvNENi CF -CON AM;HI)FS NTC -DIREL 4'Hl-RETE SHALL __ .l L� ✓AYt!-If 1TYAF !145'C ON -' PY C' PRLv1OYL HE,Iti'IE lY 5 ryI r'F ATP ERCM tY_ .1_HILYIIChS LE7NL E'' U!i r1'. OUCIM[NI
<br />:, AND f ANEIIA.7r PLL,� WEE I I/A- II!* rF TAF-':N ANCI+ORS CQNs,RUCTDN SAI AT SIT- 1 711E ONIRAc^_'ie'� E_1,11RIIIP•.
<br />A2 1A.1(_IN & S13UD 5E- ANC IOg MIL Hf EMBEDLfL, - B- AFTM THY ,IQUPE! C2,WRC-G NC EMuC WEYI Itc, ,) HI- wPpO'C FIA- 7ol IXrLNi`.' w'1 RE •CT7.f: I.A Ill IF JCGU'Yu
<br />JCClJ G 9E EFYTT L L LUN C I NI N I OJ C\ .C( M AEWS SEE ,,,LAIC BE
<br />fr K ✓R ll - PPr R, A gE _I • Rr0ENGINEER AR . r .Yr r• N1 ' f, IH
<br />AV. M TM,IM FOR WALLS W TJ,Y'J ANU w• 9F EAL{L YVF S OR 4 nrAFK",E� REWS' ,U HEAL d SHEs 94 . Fn - E UR,UA S FSJ C I _ L. B[.L F
<br />PR
<br />t3l R WIN H rt5 f FEEg ECCRC iE N ('W fHF ➢NO.RCT AND A' w Bi R 0. H BIF OP M
<br />D
<br />gOPER JV G -4E PIE NGNEFF OF PEC(ARD ACTNe A RELLGATED rNGNr R TQ T41.
<br />A _ N 3 N AE NA. fA ET ,TONEPNECA' CA PE•E FF S. A✓ERS, 'L( L LTA .(OD BOARDS BE 'l C I1r E0 1f1.,,. F, SHALL 5110W 1'_I THIS 1111P 1.1 r ✓E, TK Ok l S Ff:g P,.^.EW
<br />ExlSnro. *AIL OR Fi,OOR, AN. (R HAl BF ON: HN)LIC:H TO IIEAI'H THE MNN 5TR'JCTUR[ BLIND SY,I.
<br />F ANELS W:,LCRA1•E SHAH HE ME1:'I.TNEC N A 1 N.1 IN A.21 ( P - O V.' HEAR E L iE W0 .,R G-NK +E4 AYU SYaNA, JRE -f 1 : gOETSSIGHA'-
<br />ENGINEER REl 1 PPE APFO IT
<br />(e) 70 111SUNG CONCEI S'_", III AI :-)0 'A VISIBLE 'EJ.(ltO7!
<br />�095!r�%1
<br />NU'�SRwJITER IN''CPL\:OHD WIFW17N SE'_N
<br />- f ra• s `AM71 ANCHORS Ar YAMUV KTUI'F.P Nr N BULLPEN, NC ,P� HVLLGWI.tPBE1
<br />- I/1- s , 1/8• C//.K-IN ANCHORS. 15 "IIIII.C111REC BY OENA„I WC IN+N F ,SOD I,- I SHAI I. BE PLACED FVR OTRI''OPENINU IABEI III. TO COMP.. * A SETWN ' y`<9? QE V=
<br />I JI•• , 7SC,JQ 5EAN T CHORS, AS DISTRIEl, BY Alt PC044' ;CPFW 'OE & 'iP Nil fO 1 _OPCOD IDA ali,DRIC E
<br />i4 N I c-t1,o' P_)
<br />11 nEIS DRALWNG sILA11 Nil BE USED 10
<br />- / 4-It, IWLLMATE FEMNL 11) AND ,'WfLNA•l PL IS ANCNOhS AS MWui&iUNEO BY L1:1. AS117U('-'C.v CBiNN PERIII a ttY THC STATIC OF FLORIDA
<br />MIN
<br />;AP �R1A117/lI,!II
<br />- / . ,.F -GRIP WC.WRS AS MAN;AK.TINT10 nY IRI FA51 I:GRPJFNI JN N,�,,,,'
<br />l ',
<br />T' 1••
<br />FLORIDA BUILDING CODE (High Velocity fill MHIMv4 E4HED4Eh' UI 1AP1;ON WCHi IRS, ElCO ➢W EI W!TS AND Cr !AP-G"R•P Al INTO N,F COry" .' \r '' ✓'i ( Y NurriCaM ZoM
<br />Ell AIF SHAH BE 11/.• ]CC MTC.JG. IL ry
<br />' 20 GAGE VAN STORM PAN -% GE GALVANIZED STEEL S OR PANEL
<br />WAW1 n
<br />:N N0. 4'167 I - r--
<br />ANCHORS, NO
<br />B. .Al & SOLID-:c SHALL BE EVEI.DEED /tl 1. L.GNCIFTE ROCK I,-, EME,�-,�t�t - - _-- - -- -
<br />NTv c..RCC{; 'v IIIL BE ✓ER4 CifD • 1C. {PEWS USE -ILLY BE I LO,II MIN14';N :J1C1VLa S 141'c!, _ _ - _ ICLOBAL PROTECTION PRODUCTS LLC,I OIJL/[6tP
<br />tX;•. Ace - WrovuN frFR waus x'-I NE. STUP:9Z.O.. SCAT OF - F IL Etr [Nc s s. s, s wR
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<br />3 'Yc4: 10R Ot` 61 _.i ,r t".1; eGaNR '95.IAIw-.w IAA 1P5 `N`w-e7e' I 2G-1e 6
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<br />fAxlb1 T, ��A t�r� oaI - _____
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<br />TILLIT TESTING S ENGINEERING COMPANY
<br />waLTTR,+. nt.Llr. Ili, P.E. PRODUCT EVALUATION REPORT +EIL`a,(sRDi.` LV
<br />rl.P.r I,RI1N1 a sale^
<br />f L':.A. Umle V,. J3Mr'19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtectiolLP. roducits. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waiter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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 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 Cade.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2,1LPRODUCT EVALUATION DOCUMENT (P E.D.):
<br />Drawing No. 20-175, titled -24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte p",
<br />Evaluation Report. L(.',,,, ,,,,,�
<br />Z: d--4I167
<br />z
<br />'-',O'• STATE OF
<br />",;":.."t0RI13P .•I•�<1
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1!1S tp(36��',89i-1531
<br />e''I1111I111, 1i,1,`
<br />COMPONENTS FOR
<br />REGULAR
<br />& LIFE SAFETY STORM PANELS
<br />(SCALE 1/ 2= 1')
<br />-
<br />,5196- (TOTAL W10711)
<br />_ - , 5196'
<br />(TOTAL WIDTH) -
<br />_
<br />12. SDD• (EFFEC'INE WIDTH)
<br />_
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<br />PRODUC L YV A11LATION REPORT NO 20-111727 01 2
<br />2.2. TEST REPORTS;
<br />Lar a missile Impart load t
<br />g p Bets were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814,01-01 dated 03111 /02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattem, P,E. and Report 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 />per
<br />loadings Pro I g p toco s TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC 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 />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />2 3 STRUCTURAL ENGINEERING CAICULATK)NS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. 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 Tilteco,
<br />Inc., dated 1211 B/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A- Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel 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 />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />'O ;' .?.l�Aur'k.., '�5b•
<br />-'I s
<br />. 8 %-'•, STATE OF :�*it
<br />',�'", S IONIAlS'<a�`���
<br />PRODI1rT EVA II,UATWX R_HkORTNO X 727 f12 PI
<br />5. INSTALLATION: �► ")
<br />Installation shall be performed strictly in accordance with details ind• o
<br />Shea 3 h 1
<br />b
<br />is thru 8 2 thru18 o f f 18 o Product EvaluationDocument a { .D. Q,
<br />drawing No. 20-17S. Minimum separation to glass shall be as indicated o �
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation D Q Q .,
<br />(P.E.D.), drawing No. 20.175. �� mQ rN
<br />y'mC �V
<br />6, MATERIAL CHARACTERM P CIF $; C- -4 t� ,
<br />Shall be strictly in accordance with Genarai Notes and Componen indi ed on y� (-C-ZZ
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), wing NoJ� rX r
<br />20-175. c F Q
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<br />Anchor specifications shall be as Indicated on sheet 1 of c14 � 3`
<br />Evaluation Document IE.D.), drawing No. 20-175. \ .� �
<br />�°i mC CJ,
<br />7.11MiTAS AND CONDITIONS OF USE: [; '
<br />TION
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<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated.
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17C
<br />prepared by Tifteco. Inc. and signed and sealed by Waiter A. TiM, Jr., P.E.
<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 shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tfllit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />REGULAR STORM PANELS J & I'1A ELEVATION
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