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<br />PRODUCT FYAL.UATIQN_REPQRT
<br />REPORT NO.: 2ao728.01
<br />GATE: lu'y 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Parl ..Is
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />MANUFACTURER: Global Ptoiactlon.P.rvduass LLC.
<br />4800 S.W, 51 Street
<br />D;wim, Flord:a3;4314
<br />1-?URPQ$E OF EVALUATION:
<br />This is s Product Evaluation Report issued by Walter A. Tillit, Jr. P-F. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, Method ID 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 />[seen 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 />"I"his ProdLrct Ev,Iismlo'In Ri=IpI'I10 SlIi ,il ho 'AlbiMct to review and revision In case of
<br />a Building Code (:flange that may affect Its limitations and conditions
<br />2. EVIDENCE $IJBMITTED:
<br />ZAA-PBQOUCT- YALUATION DOCU14ENT W.E.OJ;
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrue 26 0' 26 prepared by Titleco, Inc.: signed and sealed by Wafter A.
<br />Tillit, Jr , P E.i dated 0712812020 This drawing is an Integral part o� PIS
<br />Evaluation Report. asr"sZE A. Tij*'''�.,,
<br />* .... �10EN ' I/ S`
<br />' - `
<br />}�*' NO 441&)
<br />Tk
<br />5 GiAOl! ,-Ie
<br />s �. F r
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - i'h*P'trrN; uDe: (305) 871-1530 AX t+OT.tAI
<br />t'_1 D1WC:LSV.ALiiALIS1-.i 11Sll1-ILL_LU-02174.D1 2
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section '626 of the Florida Building Code. Uniform static loade,
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, inc , Reports # 96-569 dated 08/C9/1996, #96-570 dated 09/18/1996,
<br />06-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestratbn Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond. P.E. and Report No.
<br />0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largaospada.
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QG Metallurgical, Inc- dated March 13. 2009,
<br />s,3ned and sealed by Frank Grate, P.E.
<br />2X.$TRUf-TURAL ENGINEERING CALCULAIlQHS:
<br />On 20 Gage Galvanized Steel Storm Pan, I for maximum panel length vs. design
<br />wind toad, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on raLonal and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 1110310E and 03/12/15. signed and sealed by Walter A. Tillil, Jr., P E.
<br />3. MISSILE IMPACT RESISTANCE'
<br />Large missllo impact under section 1626 of the Florida Building Code, : nc-
<br />TAS 201 Protocol
<br />4. WIND LOADS RES1$,1AKQL
<br />20 Gage Galvanlze,d Steef Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be ds Indicated on sheets 8, 10, 14. 15.
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on shoots 8, 9, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176,
<br />5. INSTALLATIOM
<br />installaliun shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 Of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 26 anJ 26 of 26. of Product Evaluation Document
<br />t P. E D ). drawing No. 20-176.
<br />rP, .DENS .,!,��*,
<br />r�.•' Vy rR
<br />-�- STATE OFQ
<br />GENERAL NQTt S:
<br />el") .;L U•. ,.I: - a. I, I : A ,•rlf Tilt (w , t'Tr PANELS SUCCO OH WOW a(MRDS K 1[1INU rw "•I
<br />LlelA l'M-K� "LWMNM =WJM (eras%
<br />ECSTIII• K\L MI <A', 1-:11 14 l:nr. EA tO REACF+ 14 VAIN STRUCTURE KKNO SUCH PANELS
<br />• STCIRM PANEL SIKWON ON IW PRODUCT EVAtWTON. DOCUMENT (PEG AILS VEIN VEW11L II'IR -cm"1 ..
<br />ANCHORAGI SMA;L K AS MENTNX+ED •N tF ' AM. 'N O2)
<br />AS COODANCL W.T:r TM[ 2070 (7tn EOItok) rkf T,IC rl OI11DA NV4:,1Nd CODE
<br />(C) TC umli6. WODD ,.Nh--Vz1y-6Bralh ./:5 wv-
<br />AI 1MILD WADS IBr: tk_T[NT +I PCP SECTOR 0OFt"C* 114E
<br />- 4/4•V TAV4CON AAIP. P, AS IWRFACNRED W ' W b')ADFA, AI-
<br />FQ#,
<br />FOR A SPEED.% FOK) TWIT
<br />A% ISPP TWIT UTRNSDIC 4Y/IFIAC 'RASE S(4T
<br />E AS IIMiEI KNI73 kffr
<br />WRt K INSTALIFi! AAM1,
<br />_ #14-10 TLANEUMTE FEMALE ID AN0 PAMtMAIT Ili'. AN%.WA$ AS MAW#µ1Uki[C OFT ECC3 CONSTRUCTION PROOIIM
<br />1WINDSW k4, rJ 1-
<br />FOR A CNRECTgMy_F[Y CAC10p aa.08S. IISWK. ASCE 7-16 AND SMALL IIDr EXCi'[D M LL.LkRAAA TAS D)
<br />EX
<br />- 1/41I LAG SCRDIS PER M.O.S.
<br />rI YI I
<br />S'SURE 'S IN4]t(A ED ON SMEETS 7 I/MRI I. 1 1}. 16. R9 A ffi.fTr'L
<br />pR.IL PRF. AA'tR.4 I- a
<br />7 'l6'16 T 1,/6* K)OD BUC000 /IS M All "A7 I: i N 'I +.I.
<br />/OIS Iw,PEO fP 5 N4R P 5 w
<br />N ORDER It VTR#N THE AaOK DDNDII*N. uLTMAA'II, DE9)OM WOO LOADS DEYCRM"W "" ASOE 7-TO
<br />I:'; MINIMUM THRCALTED PETIfjRL11ON INTO WOW CN iMGOW ANCHORS 5HALt A.1( V 7 ANI:. i' "rW A'trn PANELVATE Pu
<br />%HAI1. DE FIRST Rr'"n) 10 AS D OL'S" WHO LOADS aV LAANIPLYINO DrEN RV 06 N OREKR to
<br />, .":.
<br />AM PAR1VAff IEI ALE ID.
<br />CCUPANE NEST R/ MAX (AS.N DISGN PWSWW RATINGS RAW -ON ON SEEM 7 11e0t, 17, Ia, IS. 16, +1 A vn
<br />MN ONDEN TO WUN T1Nr CMORS ON THIS PEO 18 TESTED WEIRS POT 0411M SERESSETI, 4 3Xe AIC117AST W Al Iowa--[
<br />.. ;) IMPAA,M THITEO )ED nNCTRArgN Or [.AG STREW. INTO 1• 11 W04C fPAAE OW 51 i, 44. � 2' No r14IEADCD
<br />PrNEWT10N INTO STUOGV SMµA K CONSVERED AS PAW 01 THi RL,A-01E.:. TIRTADEC', PhKYRATION
<br />SOILS, FOR iom LOWS was bgL USED ITT Two ANALYSIS. rASrtNFRWG4 sPAOrO WOOO wa REEK OETERMN[d N
<br />K,•:OQ:ANCE VAN ALD,5. 2016.
<br />I 'i MTFMVu t!", 7X%TAWE Or LAC SCAM, MTO WOOD SA" K AS WOA;ATEV N r46 ;IFAw,IC
<br />, 11-31 0AMI'S WEUUACr (014- 111PACf AND WOO Anr.7AWE MIS Off% ARMIEL IN ALC.WDANCE WITH SECTION 1426 OF
<br />THE-I)CNf. MCN11OM'D !'OlM A: PFW NLRr/ A4E CNGINCERWC A TESIMA; INC REPORTS %-!Wj 94--170 A 96. 130 AND
<br />C 4) WHIMINA rViCTRAIPw OF WO[Ir, w.:Mlw: :NA,L 6E a/R• 1/4' A-20 SCREWS USEO S1AAL.l RE 1 1/2• LONG MINwuo
<br />Q WSTRLIMIN TFSTYRL tie RTC REPORTS E2032 AT 0212A0 AS PPOIOCO,S TAS 701. foS-207 ANG ,AS-iO3
<br />SHLULL, "VC,") CAW AND" MINIMUM IIW wMtl% MTN NO SIAFCC,O
<br />AS WELL At NDARDS IfSI LAD a $WM IA4M4A1 MP(Irf1 EQTII DI -09, AS PER 11L% MI: TAS. 20' AM'
<br />TAS 203 STANDARDS
<br />C 53 M .LSE T1M1 PRECAST STONE. OR OftCASI CO1K:RRF PANG S. STUCCO OR WOW BOARS RE FO,RO ON THE DWITA,
<br />2 ALL ALUMINUM ELTAU51ONS- -n K 11663-te AUOy AND TEMPER JVNLESS OTHERMSE NOTE01 SET 4HEE: 2
<br />WALL. 44CHORS SMALL BE IONIC Eft0LK;M TO 1111ACH IHL MAR, SIRKILIK KHOO SUCH PANUS.
<br />ANCIOPAGE SMALL RE AS IIEMIONEII IN C 1). C 21 AT C 4)
<br />3 ALL OLUMPOM 9*11 VC741 USED AT C1.0501E5 SMALL INANE 3103-N14 ALLOY.
<br />1:A AN;,,ORs S/ML1 RE INSTALLED FOLLOWING ALL OF THE AECOVIATNOATICItI AND '.MCLN ICA106 tM THE AmP000S AAANUrAcnAtEP
<br />NAYS STRUCTURAL OUALlrY STTfI. AsrV h653 CRADL x MINIMUM. [.-fw
<br />A ALL 51EEL SHEET MEIACLSO
<br />TION TFYl
<br />cA_vA16zE0 5llEl CESIGNANON W/FY. 565 tiI (ArTEPI rOlLE7))
<br />6 PANELS ANY ALSO Of INSTALILIM HORRONTAUT TOLLOWNG 44TALLATIOS DOAAS SINPNW ,VA SECTION S THROUCA, 10 (SMEM .
<br />IFIROUGH 64 COM M THAT HEADERS CD Ark SHALL Not ER 14- 11
<br />5 ALL SCREWS TO K STAINLESS STEEL We OR 31e AST SERIES oR CORROSION RESISTANT COWED CJRMN 51EA AS PER v W/ FLO/aM &AIIIATAG CODE
<br />B R/ SO lA YIELD STRENGTH AND 90 W. 1ENSlI STI9ENCn1 A •1SVLL COMM
<br />R II SMALL BE TAE IEE9POM51eMrh OF THE 'BNrRWCi011 ID VEP1Ir 1H[ wVNONESs of Try CE1NCnI1R RI(Rr MRIrTER K TO KSEE
<br />_
<br />SECTOR G3.3•
<br />ArtAOIC) TO INSUFK PPOPCR ANCHORAG[ ?In SHIJM SMALL CRAY OF ATTACHED I0 CCWRM. OtrlA OR ROOM 114"
<br />RAILO,NCS
<br />6 BOBS TO BE ASTM A-307 CPALVAN12ED STCL. OR AISA 304 SERNS STAJWL:'', '•1,X w.I• ar w ,oM.WM YAr1O
<br />WAIT=.
<br />MO) EACH R94V.* 900114 PANLA. IR'H tLKIHS 0401 e'-6 T IPOUGM 12 4 AS PFR SECTIONIS, A, 6. 9 A try AMC ALIERMIAr(S fNr-
<br />- AW$4tol To WALL T'HAl w AS F0I0N1s
<br />9w W IM CAa SHM% S. 6 A 12 RESPECINI'1'F, 5NWL 1W4[:Y�LA•tOIRLE AA PFACM0 :Aij MARPING NS�RlIC1TNG MIRROR OR
<br />TENAI+T TO SEVW PAK• S V Tt APPLICABLE WINFORCEI�O NT TAm-AF3 PrAtTarrs III" I WRPu 4F WAOT~
<br />tAi 1.Q_LJIIPA: ev.,,L✓ '.D,r:NL•i
<br />If THE NSfAf LATPUN (4WIRN'ILw t XV T.rA ;,:A111M A„ SHUTTER rOW101 I fPGIIS W'I•I 10 IN C1N1 fwt1 I,• L. SHL TE iE� E !, C RI[AYPJ .. M,rl'S 1 M
<br />- 1/4'a 1APCDN AMC11t,M^, AS MANUII4I;+IU D' "R NIALl4t rrI'( iW� I'c•3192 ;: ::.
<br />TMi,' 6lRl(ANC 10 PRhI'CMv VPAD/BALK y141W'u1G"W[
<br />- 1/4• a . 7/6 CA"' RS ANCHO. AS MANOPACtUREE' BA DEMRLE INC (MIN, I'c.30M III .!
<br />- I/4•0 A 3/4' SOUD-SET ANCHORS, ASRSI D*OAE:D ITT ALL PAA NE SCREW. 11010 SP(n iALCC
<br />Q STORM PANEL. WVAUMIUN 50%L COMI'ty w'f I +P[L% ,%LW'Attd N TH''S5. LIP.AMWi PLUS 16W BOW LRLDOG AND ZCW; kf GAALA90Oe.
<br />(VR N'4.,7000 Ru.)
<br />-AOVIDEW BY THE ANTSOIICRON w4M PERMIT .S MP1.4r TO
<br />- /la-W PAIQILTL' NFEMALE TO A PANELWTE PLUS AACFORS. AS MAIUFACTUNCD W ELC+O CONSTRIKCTkA Poiw,x:TS
<br />(Hh m 0 A'')
<br />11 i.I INS PUMCT EVALYRTM DOCWENT (PE D) PKPAKEI b" TIWI I.AC,N, -N : ANCFAt AMC DFIr% NUT PIo0ME RArORMA1TON
<br />^r.3
<br />. 1/4'P ,.f tAP-fiW ANCHORS, AS MMIUFACIIARD Br TRV-FAST CORPORATTCIN (-: 3Avro PL,)
<br />„RI A SR[ SPECIFIC WAAMCT• ,.. WI'KWC TIIC SITE CUNF(RTWt, or,,Ar( r" I.E. , f :�
<br />III) :YIIRACTOP TV ILK K71)"SI9LE fop IRE SELECTION, PURCHASE ANC INSTALLATION rA[,I.It I I . 1•v 14 1Hr5 aROOI1CR
<br />Al YYOWIV !YI%: i,YENI L• TACfM ANMIIK Nf� P ,R „
<br />O,IATd CON{•(Tt SHA4A OIL ` N-WITAIV fr"I
<br />EASED ON IW$ PFD PALVK,EG HL's,OL UOL3 NOT GMATT n*M THE COAEWTKOTs D(TAN(r, IT, '�„-,u•Cr,Intwl
<br />D AM PA "TE PLUS AND 1 ,/A- ION. CA TAP -OW ANCHOR%
<br />COefS'"UC1KIN fAEtY AT Orr 4 TIC CONrI6LCT(IR'$ qE^_-P' SAIR RY
<br />42) CAIR-W A U)X-SC ANCHORS SMAII I41, CMKIVFIJ 1/6' "TrI Mr POURED CONKACID NO (ANXLWMi INTO
<br />W •IRS PWWSLfr LVA;.WIT.I)N LKK.U,ALNF WLt K GONSOCRED INVALID 1r MODIFIED
<br />SNCUA SIIAi RE I'ERMiT(3T I/a• 0-20 S(AIM LIS(E, 90UL tK , 1,12' LOAR, WR.IVUtt STNAO STUCCO EXIST.
<br />NO " 4aWLAI FOR IAAL- WAR, MJ STUCCO AND VAT 9r •RA(KU X1[WS OR A_ I-OWADEO SCREWS W/O WADE
<br />Id) SJlt )'tr-C -400J M I✓W4 K PREPARED BY A I'OMCA RMSTEPED F,"GRREP y. w,•. q.1 at, KCOME ITC
<br />BUT WITH MNG NUTS
<br />fMG1AECP OT RECORD (L.411I FOR IRE PRWECT AND WAG VU BF RL•iONSBL( FOR ME
<br />PAOPCR USE C n4f ►.E 0. tNGINEEA C7 RECORD, ACIiC A5 A OELMATEO rNSM4111 R TD N9
<br />A31 N CASE TWA: PRECAST STOOK. PRECAST COIICRM PANELS. -1AYERS. ST=O oR wOOO 90ARLe. a "'N&AE. am r1M
<br />PE0 ENW-PAECR, SMALL StyAtT ru ILwa IAnt P rK SATE SPECIFIC DPMRYGS FOR gRvTW
<br />EX I WALL OR FLOOR, ,WC -ORS SMALL
<br />WALL OR K LONG F"OUGu To A W'W TK MOAN SIPLACT'J" dr-W :CAC"
<br />PANELS SIAtL K AS Mnrr.ONED W AI) AMD N A2)
<br />to) THIS PLC SIWi 1" rNE OA/[ AMC, CNIOOONL NA APO SOMITURE Of NNE IANF£S510NAL
<br />CW^EEW OF RECDRO IW PAIEPAREV IT
<br />i,M) IO LaSn.IL OONCJIF ttr gC,(`.,y_UEft1. AMY L:-99
<br />1/4• A TAWCVN LHIORS AS MANUFACTURED UT I 1 W BIAILDrA, INC
<br />Ia SMyRA'll MANUF'ACIL+,YEP:S IAEtL AIWt fM rA:ATCD ')N A RADA wY579Lt lr3GATVN AT STORM
<br />Ca
<br />I a a A 7 W CUILW A1VCHgRS AS IAAN1)r I a I' -1 / /Y ACTIIR(D BN' OCA'AL RC /WI bop .A, ( r >
<br />Pohl SMUT" IN ACCORDANCE ROOM SEC'O" r )W 9 3 Ot I [Aro 4.4,IL.r"o 17'DE, UNE LABEL
<br />S+4A4L. Sir F wN' 1 i f. P A e .1", 'fIn"1 f: +S 'I F
<br />EMEBT' DPu F tA6E1 nG o DM 9 L 6 *RF
<br />I .. A sf A' DDLIo-5kT APCL+oR4. As EITITDeurEv '{)r Au POw'1 scP[W, 6a llr SPECIALTY CO
<br />X�-Cv+AA � e:m
<br />tYA I'u IB00 i.sJ.)
<br />P - L WJKUMIE FEANN.I Or AND PAWLMArE PLUS ALCNOAS AS TAMAJrA(AIR(I' ill f.LCO f•ONSITRAL-W,01
<br />1NY5 OWRIPIIe 11•ALL dtY 91C OBELI To
<br />W V,U R (Iaoi r,.707, P .: 1N 1
<br />11 11111«/till AA CwTAN 17LRMI14 W Tl'E STATE Of FLORIDA I
<br />,/A a CF 1p-CfAP AAK•-ORS. AS IAAAUTALI,*)l) RI •Air-/A51 LOA(PUWUNW ..
<br />aat��ER!?I'...I,.
<br />D a) IW.wAUM EMKOIaQR a TAAICON AWCWdf%, Deco PAKLAMTEs AD cr rAP_:R�P ANC-00R. INTO IHI {: ,{•.AP '•�Cf,77,-�*:--'-"*--
<br />'..I,
<br />? FLORIOA BUILDING CODE 'NI h Veir,61y HH•11C(
<br />'
<br />SICK: An lowA K i I)..?�
<br />.X11 Man ^` 'o GAGE GALVANIZED STEEL STORM PANEL
<br />'. ND. iM: AI, tir;.Y,"-S'-A.r
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<br />INSTALLATION DETAIL-S _FQR RE kL R.-FAN J. j-) dE U
<br />INTO._iX1 tJQ SOURED CONCRETE- OR CONCRETE BLOCK STRUCTURES .,, MIa�RI
<br />`T[L SCICOW 6N ;
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<br />MA-TIE.RIIAL, CHARACTERISTICS AND SPECiFICATIONS:
<br />�
<br />Shai be strk- ly in 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 />Nose-176. Anchor specifications shall be as Indicated on sheolS 1, 7 anti 21 of
<br />26, c f Product Evaluation Document (P.E.D.), drawing No. 20-118.
<br />7. LIMITATIONS AND CONDITIONS -OF USE;
<br />7.1. ,;hall be strictly In compliance with General Notes No 1, 81hru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thtu 16, indicated
<br />on sleet 21 of 26 of Product Evaluation Document (P E.O.), drawing No. 20.176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A Tills, Jr , RE
<br />T2. 3oduct may be installed within HIGH VELOCITY HURRICANE 'ZONES as
<br />defir' A on section 182U.2 of the Florida Building Code.
<br />7 3 ''roduct shall only be installed Into poured concrete, concrete block, and
<br />wo(x, frame stnx1uri:T;
<br />Prvd.ictEvaluation Report prepared by Walter A Tilld, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-OOD6719).
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<br />TILLIT TESTING 6+ ENGINEERING COMPANY
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Rimels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GIob"Fr odlon-Products, LLC
<br />48DU S.W. 51 Street
<br />Davie, Florida 33314
<br />1, PURPOSE_OEJVALVATION:
<br />This is Product Evaluation Report issued by Walter A. Tllllt, 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 Code.
<br />This Ptoducd Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may atfwA its limitations and conditions
<br />2. EVIDENCE SUBMITTED;
<br />Z,.'L Pf3000CTEVALUATIQN-QQOUMEN-T_(P,f•lD.):
<br />Drawing No. 20-17S, titled'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />,;noels 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%#I ffi ,(*/,f iiis
<br />Evaluation Report. ,.NN`�' TiJ :..kzi;%,
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<br />DETN FOR SPACERS RECyUIREQ�)__IOF. Q8 ' �'p'• A A�,I r , + IL C D E-iEc� i w a, IIII.
<br />@ TTOY TRAC bQJ/►CENT Tl?_SIU �fQOfz s+., •r°'. * , ''°' ; Its"m T EwINaRWe QaI. " ' '.
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<br />UI_TEB_T'REPOR M
<br />Large missile Impact toad tests wei a 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 Ttist reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R Mahner. P.E , Soriz Moroi. P.E. and Henry Hattem, P.E. and Report No.
<br />U219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospada, P.E. and Henry Hattem, P E Large missile impact and cyclic
<br />loadings per Protocols TAS 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 Ju3o E.
<br />Gonzalez, P E
<br />Tensile test repurt No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, II as per ASTM E-B and Tensile Test as
<br />pet 00 Metallurgical Report No. 1OKM-1318„ dated December 1, 2010 signed
<br />and sealed by Jerry Ja(;IrXano, P.E as per ASTNI E-8.
<br />. 2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs EI
<br />wind load, as well as maximum anchor spacing vs. design wlyd 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 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P-E,
<br />I Mi ME-IMP_ACTRFA11TANCE:
<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 />4.-WIND. LOAU _RESRTANCE;
<br />24 Gage Galvanised Steel Storm Panel has been ver)(ied to sustain wind
<br />pressures. Maximum panel length shall but 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 shoots 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Prci duct 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 nun -porous storm shutter assembly, as per SSTD 12-99 Standard
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<br />5. INSTALLATION:
<br />Installation shall be perfortived strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 16 of Pruduot Evaluation Document (P,E,D.),
<br />drawling No. 20-175 Minimum separation to glass shall be as indicated on
<br />sheets 3, 6 13. 14, 15. 16 and 18 of IS, of Product Evaluation Document
<br />(P.E-D.), drawing No_ 20-175.
<br />6. MATERIAL CH.ARACTEW71G.$_.AKQSP _I_FICATIONS.
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />shoot 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Atichur specifications shall he as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P. E.D.), drawing No. 20-175,
<br />7. I. N1TATIQ[11.LLAWCQNA 0ITiQN .Q.E_S,l=
<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 Tilleco. Inc. and signed and sealed by Walter A. Tillit, Jr P E
<br />7.2. Product shall not be Installod within HiGH VELOCITY HURRICANE ZONES
<br />as defined en 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167,), President of Tllteco. Inc. (Florida CA-0006719).
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