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IT I,II _. ti-E'- I __ _ ___I-_.0 I. _ ,� L___. E I:__ I 1 ! E J -,', - r ae'71 •IIIRNIoln msls n�7R• x un L: [l .III I I I ill -I , µ,_ I I .1 __1 _ I t !1 I In 1 I 1 I - ___ - ---- --- I - I. I. I � _—__ -_ � � --- -- I II.� I� _. �_ �— 111t TIT Dlitt• If R 1RI II }IIIII- 11 I��
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<br />ERSLlA Y.AE SLA`L1I1N Etk:1•U1t1'JYSL.3tt3!?i3t D1 2
<br />Fgoill XVALUAT=BJ', WKlL' N0_2Jl473tiM 3
<br />1 L ECO INc.
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />2.2._MT REPORTS:
<br />B. MATERIAL CHARAQIER[STICS AND SPECIFICATLONI ;
<br />- -. ___
<br />WAT TF.N A. T11-1-17r, JR., P.E. 'a9ao1•�L'�[n�
<br />Large missile impact and fatigue load tests were performed under Protocols TAB
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />-L411e
<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 />PLIA UI, . .' M.I,TIY
<br />as per TAB 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, Inr,., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996.
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18P1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No
<br />7. LIMITATIONS AND CONDITIONS-QF_Ul
<br />REPORT NO.: 20-0728.01
<br />9 0219.01- t 0 , dated March 4 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 2B, 202o
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<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 Tiltaco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2A3._STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panol 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-PrQtecdonProdill LLCF
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tiiteco. Inc-,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E.
<br />Davie, Florida33314
<br />1,_PURPOSE U— UALUATiON:
<br />3. MISSILE IMPJACT-REESISTANCE-
<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. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAB 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 />81G20.3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESIS_IANS.E
<br />��.�`"�QIA�IT/(��1�1,
<br />T✓�'i
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />a`` �� •" ""^ .
<br />,0�P.- CEII 9 4;%,
<br />J F '.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />•
<br />3 , ik
<br />44167
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />SA-�'__ti10.
<br />*1
<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 shoats 8, 9, 10, 11,
<br />14, 15, 17. 18, 19, 20 25 26 26, Product Evaluation
<br />sr :. __'* '
<br />j.r l �'"_.�''o' STATE OF :ll
<br />at least equivalent to that required by the Coda.
<br />and of of Document (P.E.D.),
<br />-
<br />drawing No. 20-176.
<br />1 yM1i2, ,,, R1R . X1_
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />�r'nSS/ONA1 EaI``�N
<br />a Building Code change that may affect Its limitations and conditions
<br />S.. jNSTALLATJQ)•I,
<br />hFrlmm�lualk`
<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 20 of 26, of Product Evaluation Document
<br />DaT1�TECO ADMON RECORDS L P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE
<br />2.1 PRODUCT EVALUATION DOCUMENT (P_.EFDJ:
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORMPANEL\DRwG#20-T761 REPORT#20-Onh.01
<br />Drawing No. 20-176, tided "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 sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Ttllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, �s
<br />I1ttilit"
<br />Evaluation Report.
<br />P��EFt A; 7!(��r.,k
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<br />A; r. /P W .
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<br />; -•W-- : '`_iif.-44167
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<br />. Oe•., FLORIOP
<br />- 5TATE OF '.
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<br />6355 N. W. '36th Street, Suite 305, Miami, Florida 33166 - Phone: (3U5) 871-i53U - i�Eb(S/II;to'l
<br />.y eels'''-......- �l N
<br />�y/r,rrSILUNA,ILO"Al,
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<br />11111 HIIINA
<br />rE��NFiJA1 NOTES: 6 T) a. LASE THAT Mill S101[, OR PRECAST CURCRRE I'µCLS c_.KC U QR WOOD BEARDS MI(FC11NL' :14 IHE
<br />N"_EM 2_-DAaL.. C.A'STIND WNl ANCHORS SHALL RE LONG ENCIrIH TO N1ACR I'll MAIN ; ROCIVRE DENUD SOCH PANELS
<br />. STORM PANEL SH IWN PN THISPRUDLJCL FVA1WTrON 'DoCUMFM ,F C D ) 'U$ REEM VLR/-:EEG NPR 7DgUIInNCt 'N 4-4-,p[AGE SIULL ER AS 4E NINNiED +N N 1) _0 IN B 2)
<br />ACCORDANCE win, IHE 20" (Ft- TENDON) or THC FLORIDA 8141o.Nl, CODE _' Tl; CILISIlh4 W00D •MN 5PLOFIC 'l,V,11T- ',. - 0.35 VJN..
<br />- 1/A"♦ IAPC'CM A.NCECil A: YANUF'AC'TJI1l BY -W BLNIDEN :NC
<br />DESIGN WING LOADS RE PER SE ['ION '6TH or THE ABUSE ;DUES
<br />Ell
<br />ill B)hrl+
<br />E RE L, Till'U R _ r11-10 PANELMMI rEMAAL , µET F'µELFATE PLUS Ah'_HLA', AS MAN1ji ACTURl R',' EI.C') CLNSTA' F'N:N IIROLIUCTS
<br />FOR A WINDUTRF SPEED A; CLU kr i(i UUF6ASLL HI- WHERE THESE AND
<br />WILT RF NSFµ,t
<br />- I A"•'AG. SCREW$ PER .U's.
<br />An-U (..N A'i, I- 16 µO SHIN: NUT EXCFFU IMF NAXIM')M (A;G) /
<br />CIoll NUT E Ck (
<br />FOPOIS I. INNI C,I OUl
<br />Sll:
<br />kt)ND'UI
<br />OF'StDY PkF.SSL/la NADNCS IN(WCAT(D ON MC[Tt ) INRU 12. It 15. 16. 19 ! TU 1; I(l'• 9/8' W(10D NUSMRXi. AS, [MSHRI,U1frI R': NI H,INI Sl:RfW. BDCT • SWECLN Pv CO
<br />ORDER' ID YF`' FIE ABOVE .:':NCITION, -AiiMATE Ell WIND LOADS DETFRMINEO PER ASC! 7-I6 ;' AIIARFAIIA 114REVECI PENLTkATON INTO Al N TAT.' Al SIIµ1. L4 I 112' ME f' If1P EICO PANCCMAIk v'LUS
<br />ISHAy
<br />RE rlRSIREE'UCED •C A..D OFSKN WAIV LOADSBT MULIRYING THEM 61 06 N o(.DLR ITT AND PAN( -I LIN.F FEMALE ID
<br />•.GMF'µL rTL_SL W/ MAx DESIGN NN ,5
<br />to •: P7 ESSUNf MTNX75 NC'KAIEU ON SHCF.'ts O(Nlr 1: ,tl , P A
<br />,') MINBFIIM 1•+REALILD PENETRAIIC'N Of tAU SCREW. INTO 14i 400C FRAME IJFIP Silk, 3T, - : NU D•kl4'ED
<br />IN OROEN -0 1I THA AMIVA', LA`, THn FFA5 T D FS?WHET E NOT OMEN STRn>SVU A J5% Try pEA<,i IN 41rAAH;( P'EWIRLAT10M INTO •-,1110,,l FNAI, Bf CONSDE1xED AS PAPT OG Till RGO1'1AYPJ1 IHRENl Fitti IAT'ON
<br />STRLLES FEE, WIN', UTADS WAS NO'_ Ail) IN MFRF NIAl FASTENERS SPNINC' IT, AI HAS BEEN DETERMINED N
<br />AI.CORGANCE "Ill N - US )U'tl C3j 4MIMU4 F!,CE' NIatAN[E ,N L.G ',:Al Al W?PU `NPl! 8[ AS INF`C Iry IN N,; :IPAW:NG
<br />STORM PANEL'S Aoto/ACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN AC(prDArA:E wnH SFCOON 1E2a N
<br />'HE AEUiW 4EWICNFJ I:LXIE AS PER HVWANF ENf.NEE(ill A TLSTNU HE REPCRTS 96-L.6R. 90 S1U in 9A IM AND I, 1) MINIMIN•f PENCIRATR,rf CF WOOD RISKING 11l DC 5/6 1;'.' I 20 SCREWS JSFD S11A,. ,. RE -' '.UrfC, MN•4UV
<br />FTNFSITEF"ON TIVTFI ,As I Rf "'in"S r2032 A /212E 4I PRO.rN'O,R TAS 201. TM-)07 AND TAS-203 f IULD S;, CC, l All I' MINIMUM •CIP Al .111 W7 SlIPICC
<br />AS RFU AS AVERK.N+ TEST � Cr wVTH ,LOR[,A REPOLI OV21V.01 G9, A. FER IM 201. 'AS 2D, AI
<br />91 N r:AEF DFA' .'ill,/.SI SIIya, :Ik PRE'.. nNr.RRE Pµt.S. STvcc,G LP WOOD Ett, 11% FIE FOI IN.., I)R Till. EYISINX,
<br />AS 7U3 SINFOAfeDS .
<br />I 1. NA:NOt�u-'A�NAL- RE LONG EN"Xti It WAT 1 TUE WIN SMl),^'JRE OCHNL `-:U(H ;1AI l`-.
<br />t "h- A.UMIN 1M I'YIRU5ONS 'C' BE 60A1-IA AI' DT µ0 'EMRl lIJTI olilk-WISt Hil SEE S-cr, 2 AN,',Ht)k,1f.E SFWI RC .< MENTIONED 11 C 1, 1, )) A C 1,
<br />1 4, IEU41NUM SIIFiT MFTN J'SD A" ,) .W'. SHALL. A T 110',_H14 AL101 1.1 --)FT! SI{ALL PL NSIN. E' rI1,L1WNVG A,, UI Ilk HF :(IIIIWNCA]Til AND 'PECYICAI1IN1 r,i Ili ANl, MANTITIlTTIl
<br />f ALL S7T LL ;HET' M[TN "Al 'AMl1 U'1T ',:T{'Y: 11.N4 IIIIIII SITEL ISf. 1-953 :.RAM SO MINIMUM I,-M
<br />A Il DUAIL
<br />(NILP RFill Y.Y NX1 flT INSTNJSL HCY6[lN1TNi1 lGIL:tA'ND 'HsiAL.A11
<br />GA,.YMl17FO cTEF: CESIGNATILW lill I N• U'_LED: in `L 'MOWN Of SECnON 3 THRC',.G'. SHEETS •
<br />- IHRpUC. E) EtCEF'T 1-1 MEAOFRS (1! 11) SIYUL NOT tit ,ISER
<br />5 ALL SCRLATS /W Of STIANLESS 511. !•J. Jk !'e AIN SLI'l UN LURNLIV. ON R(SW-Mil- C'(All CAABUI S:E'L A; T•ER R :, 5,Wt RE ME RESPONVOK'7•, OF THE I:ONIRM.-TUR ID Iff I.Y THE )OrcJDNESS nT TNr '..IRUf'n IP( Al SHURrF1 IF Tn ER
<br />N 1 IF . W R N , AN . Y I TN. I T W (' RT k 1 f l SUUO A:s f1USE fx , ,LC RF,1l SWI _CW W •.JET HWIONG )C' / t T A'1 . G INCUR! PR'IV R AN N 11 ! R P THA' I .N r 1 .•IA i fr 'R e
<br />AC ILL L C C UNA4t. J C _ .- .. 1 'F CI1F0 1D X fTE FJ".' 'JH 'IFIETD I (LANE
<br />sf'< TUN ]• ) , A
<br />N' ITT 0;-,
<br />L Hil TO Ell ACIM A-Fi] 1ALJAN171n .- ll OR 1 1(14 ,LR41. '.1NNIESS SIFFI_ WITH J6 Il NINIMUM -'FIE.
<br />SIRE N.IH 1. CACTI REGULAR STORM PANE. Ai.END H DVEN B' 6 TMILDUCH li {' A;: PER SE,_TGNS 1 5. 4 A Ill ARE µIEFFIATA,(S tlW
<br />' ANC,IOkI 1, WALL SItN1 RE .5 I'O:,0,l 'A A TAN OR '-,H(iTS , 6 A RESRECrIVELf.. SFVA, HAUL ALIILT v 'EGIFIl AND RLAl.':r4A MARKIN', ThVi :INU OWl DR
<br />M TRATO, SECURE I-LILS WILT, APPIIr'ARLF RE;NFDRGfUAENI OVAL FEEI (11 •IUNNICANt, WARNING
<br />R ', 1 Lxl:l U. II fr, �N'1 IA 'N SIN V1rW '.. I I-, fl I^ iF I '9 fi(. 'O. YR,,PAs f ., 4. ITV .,) 7R/. S t4 SFi4,/"JIULK Y, 1. al UI E,t (M DI4EM ., [H'F` MI+CH RCMNA NV r[.iNTIM 1,;['c {vNfMi MTh
<br />I". Y I A "11 N' r' f iMCON µ.HOR` 4$ MAHU L 1 D W 4l!IL[,F r. INI. MnI Ic-119 I I 1ND t. AR 1 r F I D 1 Z P a ) ',K 9U LL C NCN WM7!/RAIN N RI. v(lN.
<br />I/A' • , ,/B t I AFt,I(NS, A5 MNRIAACIURFr 0l DLWALT 'NC (MIN fc-JUOU PA.;
<br />- t,'.'♦ . 1!.' $CLIC 5CT ANIa ,'Al 9 DISTRI&)TEO fi ALL ")IN' Vf Rk W, OULI N SF'E'_IAl11 I",, t iIURM PANEL . 'NIIALIATIUN ',HALL GGYPIY WTI{ ';FCLS NCKAIM P, 'HIS DRAWING PLUS .1'1 all .NU :?N NL. RO.ULL"..S
<br />(."I t.••.300T) li 'RUNUE.II R, NE J(IRELNCTION WREPL PERM,, '_. Al FO
<br />- r1A-lo PANLiMATE IESAY. :D A PANEIMAIE F,IJ[ ANCPORS. AS NINN,NACIURCO P' UW Im"IN 1, .1,N VND['I •„ r< 1, i. 1M5 PPnC-_1 EYA-LATION JOCU4ENT (PEG+ PRfnN<EO tn' I'll EEX.nN[ER 15 GOOTAT'. ANn -1% 111" FWDWL:E I.!' IPTNAI1111.
<br />IMIN 'F-53So PA.I FOR A SITE SPECii PRCUCCT, IS Al DIE ',0L WAI)llIONc LxV rf fR04 114E I E:'
<br />_ I,:.'n FF TAP_I;R'F AN!.,Tl AS MAN-FN:II.AEEC• FT, :NV Ilik-' ICRI'101RA.TION ('. %3a : s,)
<br />I I ONI lDR TO R" n P 1 I. 1 _. 1CAC Fq .aHVrrSIB1l rip HF Sl F O UM.rIASE µU IN Al._ "ON YC LX,1 G %E SN ETY OF iHIS PNCiwCt
<br />A Ij MINIMUM fM[1EL14EH1 CIF LAF[ON AM. u•R5 .YR, POJRQ, CONCRETE )MALL RL ;/.'. TOR PAYEL Wi[ fFMNF BARD ON MIS PE.[ FIE"CEU HE N 50 DOES JI UEVIAIF IRV. 14E LLIUIl :IEIATItl' LAN 'H.:. [,C,7,VENI
<br />'ic µl] VANFMN IF PLUS -[I I I/.' frii, CF Itil (;NIP Iiw.ow: L:ONS'RUCTIGN SN3-TY AT SIZE I:, Iflt .LRr7RAC'Ai RL"F'rNVelI1T-
<br />CJII N W SJ : -s N.CTIOHS. H1 RE N DIAD ] 6' N r r POURED I.Fl R'- NI NI 1I 1 F n ' • 7 _tl C E fR / L E c L (` EAWtUMF C « Pr F A T ✓X' ' N+ t -OMS P C r I UC h .LM fN .. Uw Will 9[ .It .RS' hVALO 1 4Jc rtEy
<br />>"_t.;U A I. HE NL:TT EG T/. • O 51YtEW L�SELI JW L BC • /[' JN( 4NINVM A.OVI.P VTU([:U Y "
<br />Ain MW.IIM ET)N Fil W,N N: 5..'-I:U ANII -1 Rt ' EAU(L ,.NETTS ON 1. 1-C 1M1 $CI ,il LEAD Ili SITE 5"E II.If, PRUJE01 SHIN- a PN[PA4 , Ell A ii.ORDA RIW's ILPCD ENCTIFFER .)P µCIIP,:C' WW':•, WILL P11_rM IH(
<br />WT WITH All NI,T$ '. NCINEER 0- FILCCNU (LUN) TUFT IHE 'HOJEC' AND W1K WILL BE e:JDTF ESPONFOR ME
<br />PWT'ck USE Ol IHE PEI, FNG,NEER Or Rft D A n.c A A PF[EGATE ENGINEER TO TIC
<br />!' N :ASE T„A •'RECAST ONE ARIC4l CO.CAl F-FLS P.VERc SIVC OR Al K'ANDS Rl, ,filNO - 14, ' ED ENGNELN, .HALL $LDINI T„ IN, LAIIF. HC 'Ir E, r•H.WTNTS n FNFW
<br />Elil NF WALL D'x FIOOR -r.1 RS SH41 Of 10FIG iNFYIGH TO RfAl,'H ME MAIN STRUCTUR( RcN o SY_H
<br />I'Ahl NX,HO(IAIA S W.L HE A- MOCION171` IN A I1 AND IN A 21 ill THIS I! C SHALL . BEAR Tic DATE AND OREGN4 +EN A'41I, SIGNIV Ilk Of IHE 'FH)FE-_fl,, A:
<br />TNGNEER CIF REcotto THA` "REPAR(_D if
<br />IN) IQ I o-CD Will ASrM .-3U N
<br />' 5.uTrER MANU'ALF:AIRS IABII SH.LHE ICICAIIU r I. Vl. oI A REA)l IOIXII`N AT SIDRM
<br />- 1/.• IFAPG,)N ANC ORS AS _iL, CTUw, NI I t III iO'. N: PN{C. SIIVTIIP IN ACLUR[MNct' WITH ECT10N EDDY-• TIE final MAIN-- COIC LINE AFEL
<br />I/1' A ] CATO IN µ[MCP 4 µ VtFIC,IIRCC,'PI c-
<br />61 LICA4 INCNC (ISoc ,I cHµi RE FLN_Cl. FUR EVENT UPLNNC� Nf1INC TO Doll ll ,C:11CH IILl ,If Mr
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<br />1:.". Y t t, F R' A tl I v Ill - R' ". "'
<br />J . S..l. I µ, N `IR EIU Er R NI 1N f, tW iYJ A S ,Y Co
<br />>< L URILIA HUI.oWS r;OL1C
<br />I•AN 6•X, P..'.) rNla DRAWING 51MLL p1lY BE IEDED f0
<br />till, „ANE.MAIE r."i l ANTI CANE MAT] ,•L IS N,( Gh,, AS MAFu,IA(1 ED OT LL� n f1)H<TRUr'1•CN [[RAAN PERMITS IN ME SIATE OF FLCr111LL4
<br />"I' lUllr, 15 (MIN 1'1o71 PA. 7 t,,(11111FI11F1111u_ _
<br />- ';.- • Cl 'Ai -GRIP ANCHLRS AS FLAN,RAI'TURIn BY TRII-FA,l •,CRPDFUPl. A. T/(„i I'! —
<br />�1,"`�-\t
<br />P' l %
<br />FLORIDA BUILDING CODE (High WbNI Hurr)rnns Zona
<br />D I, M,NINUM EMREDMEN- IN 1APL`JN ANC.11 S. EJ(CI ^NIHMAIES AND of TAP-r - L• ANT, IY',k INTL' ,Ill I-144,• `,C
<br />W il. 141, 'EN BE I ,/A" � ".; � ex .Nnco. We
<br />"'
<br />STEEL STORM PANEL
<br />_ 20 DACE GALVANIZED ,CRAM, IT,
<br />No.4 167 : =
<br />'rA•.
<br />B 1` '_'Al- N A SIA O-GET µrHOP,. $v1A, L1L L4BLUOED '/tl' N'J ,«E '�VNt PEIf R'•[X'R TIN:" NU C +1CIt• .. -. --.- ��-------' '-------
<br />L.T 1... j a /1.1.
<br />.10 >11K'c ,.A HE PFRMmn /•' • 2U SrakW's 1sn s'•xt BE „- LoN1- "HIM-Y _H U. au, `. -,�__. -- - GLOBAL PROTECTION PRODUCTS. LLC.` r
<br />ILK
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<br />wL��Iva.,x11. 1su. r,F LN>.;aR�_iq
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<br />1 L I ECO IINc-
<br />TILLIT TESTING & ENGINEERING COMPANY -
<br />WACPERA. 111I3T, TR, P.E. eIII'
<br />Tclxl(�aPl.Cout
<br />PRQ��3QT EVALUATION REPORT P PF I,kN W N..4(F1
<br />E L•_.A.LkM 1. 1.AI01I'1
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />QIoWkirQtect m-Products. 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 Walter A. Tilllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />51G20-3, Method I of the Florlda Department of BList noss 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 Code.
<br />This Product Evaluation R h sports all 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 />2.1. PRQQUCJ EVALLIATIQN-DOCUMENT (P.E D):
<br />Drawing No. 20-175, titled w24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tiltecro, Inc.; signed and sealed by Welter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inteR`kryNp f ,g ,lhlls
<br />Evaluation Report. ;"` � , ...:.I, 1 ,,,,
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<br />COMPONENTS FOR
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<br />PANELS
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<br />Large missile Impact load tests 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 Re # 14 1 port 08 .0 -01 dated 03111/02 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2000. signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAB 201 & 203 as per section 1609.1.2 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 />slgned and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Teat as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />2.3.L.STRUCTURAL MiNEERING - ALCLLATIOhM
<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 Tiltsoo,
<br />Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tilllt, Jr., P.E.
<br />3, MIRSILE iMEACT RESISTANCE:
<br />Large missile Impact under section 16091.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAB 201.
<br />4; WIND LMDS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shell 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 thrl 10
<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.
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 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, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />6. MATERIAL CHARACIEWTLr,$AN-0 SPECIF[CATIQNS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (RE.D.), drawing No,
<br />20.175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Z_LIMiT"ONSLANO .CONDMO.NS S[?f MU:
<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. 20-175
<br />prepared by Tllteco. Inc. and signed and sealed by Walter A. Tilllt, 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. Tlflltl Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco. Inc. (Florida CA-0006719).
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