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<br />TILLIT TESTING S, ENGINEERING COMPANY
<br />)?RDD=J�N� I'll I N egrOET NO, 20,0228.01 2
<br />22-TESTRIE PORTS -. ,
<br />Large militfli e impact and fatigue load tests were performed underProtormis TAS
<br />201, 203as per section 1626 of the, Florida Building Code. Unlificirm static loadw
<br />EK= LEYA1J"1EQN_R_MZQXt_SQ_2Q-A?= -1
<br />% rEM-L C-HARACTIEERLSTJCS ,,
<br />AND -SPECIFICATIONS:
<br />Shall be strictly,in Accordance With General Notes and Components indicated on
<br />sheet 1, 2 and 22 02.6,)of Product Evaluation Oocument,(P.E.D.�, drawing
<br />I I I --- I- I,----- _____
<br />WAT,TMt A T7LLfT, M., F.B. ,,Wte @oo,LCOM
<br />, = " 44T47
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<br />AC_A�1,140.N)06-,I�
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />I I
<br />No.20-176; Anchor specifications shall be as, Indicated on wheelw� 1, Tgnd 21 of
<br />Ties ting, tric., Reports # 96-669 dated 0810911 996� #96-570 dated 0911811996,
<br />�
<br />26, Of Product Evaluation Document (P,E,D),,id1rswina No. 20-1 , 76�
<br />,
<br />PRODUCT EVALUATION REPORT
<br />#96-T`30 dated 09f�0/1996, all threezigned and sealed by Hector M. Medina,
<br />.
<br />RE.i Fenestration Testing Laboratory, Inc, reportsft 2032 dated 0411611998 and
<br />#2126 dated 10105M9908witnessod byGilbert Diamond, P,E. And Report No,
<br />17.1 LIMITATIONSAND CONDITION ADF U -
<br />1 REPORT NO.: 20-012COI
<br />0219M-0,9, dated March 4,2000, signed and "afed by Edmundo, Largigespada,
<br /> ___SL
<br />RE. and Henry Haftem, P.E.
<br />7A. Shall be lstrictly in compliance with General Notes No� 1, a thru 14, indicated
<br />I
<br />DATE: July,28,2020,
<br />Tensile test report'No. OCM-197 cy QC Metallurgical, Inc., dated March 13,2009,
<br />I
<br />on sheet I of'26, as well as General Notes # I thrul 4 and 1 I'thru 16, indicated
<br />orrsheet2l of26 of Product Evaluation Document IRE.D.) drawlinglitio.20-170
<br />� A
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E,
<br />I - I
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr.,, P.E,
<br />PRODUCT SUB -CATEGORY-, Storm Panels
<br />I
<br />"_.STRUM_,RAL,ENGIN ERIN IONSt
<br />, , _
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES a.%
<br />PRODUCT14AIli 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel -Storm Penal for maximum panel length vs. design
<br />Wind load, as well as maximum anchor'spaicing vs. design wind load and panel
<br />dollned on section 1820.2 ofthre Florkl$ Building Code,
<br />I I
<br />MANUFACTURER-. I n, ..,#. A I If�
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 ofthe Florida Building Code, Calculations prepared byTiltect), Inc.,
<br />7.3, Product shot I only beinstalled Into poured concrete, concrete block;.and
<br />wood frame structures.
<br />000 S.W, 61 Street
<br />DaVie, Florida333`14
<br />dated 11 10310$ a �
<br />, nd 03112115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />I � PURP9_6E OF 8VALUAT,
<br />3- WS IMPACT RESIUMCC.,
<br />Product Evaluation Report prepared by I WAter,X Tillit, Jr., P.E. l(Florlda License
<br />I
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<br />This is a Product Evaltiatich,Rapprt Issued by Walter A, Tift Jr., P.E. (System
<br />,
<br />L,arge missile impact under section 162a of the Florida Building Code, as per
<br />TAS 201 Protocol. I
<br />No, 441 67)i President of"Tilteco, Inc. (Florida CA-000,6719),
<br />ID # 1906) to the- Global Protection Products, LLC, Rule Chapter N, o.
<br />,
<br />tOrMONNI01"i
<br />61020-3, Method 10 of the Florloilt Deportment of S,ustnews and
<br />4� �WND LOAMAESISTANQL
<br />I - III ,
<br />0' �,k N TIQ �N
<br />�$,. /)� iv
<br />Proftselonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />AN01 I .:.,
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<br />4:t: �-,'v\c,Exae .. - S*
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<br />This product is being Issued an EvaluationReport-as described herlsin, and has
<br />pressures. Maximum panel length $hall be -as indicated onsbeets-8,10,14,1$,
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<br />67 S
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<br />beenverified fbircomplionce,in accordance wiith the 2020 Seventh Editiontifthe
<br />Florida Building Code, and to verify that the prodictis for the purpose intended
<br />16,19, 25 and 26 of2flof Product Evaluation Document �P.E.D_), dralwingNo.
<br />20-176, Maximum Anchor Spacing shall be as indicated on shoots 8, 9, 10, I 1,
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<br />,___;E,,___ ,r- o, 14
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<br />at least equivalent to that required by the Code.
<br />14, fl�, 17,1,8,19,20 25 and 26 of26, of Pr
<br />,oduct EvalualiorrDocumentl(P-EJ).),
<br />STATE OF _.,�,:Ir
<br />7,',10 - - p.
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<br />drawing No� 20-176.
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<br />This PnoductEvaluation Report shall be subject to review and revision in case of
<br />a Building Codpchange that may affect its limitations and conditions
<br />.5JNS-TALLATI
<br />I I LWI
<br />N,
<br />A,-xN
<br />"WN"IfilitsitO,
<br />Installation shall he performed strictly in accordance with details indicated on
<br />2.'EVI E SUBMITTED:
<br />I
<br />k-1____PR_Q_DU__C_�UA�T QN-00C P -
<br />sheets 3 thrul 7, 10 thru 20,23,24 and,26 of 26, of Product Evaluation Document
<br />(P�E-D�), draViring No. 20-176. Minimomseparition to glass shall be as
<br />Wftu.
<br />D A T10 ECO AE)Mok RECORDs A P. E - REPORT,2b T, 0 LORAL PROf�CtIONI P RODUtT8. LLC � 20 ISAGF
<br />XKVAN14,zO STEE� 5TORMPAXELk IORWG 4 2111-17,61 REPORT III 20-1)".11.01
<br />_U,MlEN_j_(_lE.D.j.
<br />Drawing No. 20-176. titl6d,1120 GAGE dXLVANIZED STEEL STORM PANEL",
<br />Indicated On Sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document
<br />wheats I thnj26 of26 prepared by Tilteco, Inc.; signed and sealed by Waltat A.
<br />(P.E.D.), drawing No. 20-176,
<br />Tllljt, Jr�, P�,E.;datled 07128/�020. This drawing is an integral part Rlillip"Is",
<br />Evaluation Report, 010 11A
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<br />i i3.1166,Phoiie.-(305)$71�153,0,-I 11 I
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<br />2=ML_N=. OrO)) IN OW THAT Rrio�� Sjobt� M PRECAST CONCRVE PANELS, S-11rlu OR wow SQAAOS " POON01 OR U4F
<br />AWALMt-W-OW-A&W=_23111L.102111ILRO" EXTHINO WAIL� ANDCAS SMALL a LONG ENOIJON 11) REACH THE MAN SIRJCR.46� DNRA� SUCH PAT&' IS-
<br />1, STORM PANIO. SHOWN OR THIS PRODUCT EVALUATION =VMW trt�O) HAS 6W4 VENITILD TOP OOMPLIANCE IN AqOHOR<-E SHALL at AS MENTIONED IN a 1) AND W4 0,2!).
<br />ACCORDAME' ", DK W20 rOh f-UTNORT Of THE TTE�V,TA jeD4VW CODE �P 1'.4-.M%�Lt=-'V,N,-$KM"'TA,W-2,----Ql-khI
<br />05SI6N VAND WADS $40KA, BE DETERMINE�� AS PDR SEVION IG20 OF THE AWYE MENVONEP CUM, - 1/4-A, TAPcoN TIRCHdn. At M�Wmudwm Re (,TW 5DUV, W_-�
<br />fOR A WIND, �N;fb AS RETAKO - *I'll' ILI WN E TNM SOUTUAS *411 SF MtAoika ANU - P4 -10 fMRELVAT,- FFNAUO 10 A740 0ANG,QQj' PLUS ANCHOSS, AS MANUI'AMIREV W, ELM OONV"TKIN FRODWIS,
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<br />FOR A, "ECDONALITYfOCTOR ...,"Aft 16 SKAII NOT EIRAIZ R MAXINUSI fkSX) - 1/09 LAS SCqM PER N,D.$,
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<br />OMON FREMM PATINE% AWATED I.* Slerm I THIN, 12, T41 i54 it, I's A, 2U, -7/161A * 5/r WOOD SUSHM AE IkSMRkHTD 01 ALL POINT SCREWw OOLT * VECTALTY M�
<br />#1 ORDIDt TO I'Viley THE AD(NE CONCIPON, VLTWTE DESIGN WM 'LOAD$ OCIMMINED M ARM 7-16 C,1, VINIMLIM THROM PENIETRIATIGN INM WOOP M 1APCON MCIfORS STRILL BE I I/,V AND 2- FOR aOO PANAAAT9 KITS
<br />SK-1-11 RE fIRST PELTIGES, TO AELO. DEMON NNU LOADS l5Y MVI-MYNO THN IST 0, 6 04 ORM YQ
<br />Arlo PAN11MALE PSMAIk 01
<br />tompAter I+M We W,X, pl.sk) 8ESeDU PRMWRE, RIol"as tNMCATW ON s-mErez. 7 THRV I?, 14, uk, 16. is & 20,
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<br />ff� ORDER TO YERWY THAI ANDROR% OR VQS PEZ, AS TMM- WEPC NOT VQR SIMMSED. A 4Z OCROISE IR ALLMAN, , E=Mrg_o E 112 IRS THREADILD
<br />r I='EC1P=E4JON OF LAO rMEW, �" Ulf WOOD fflAME: OUR STIALL 6 1, �,
<br />I OF 0001HERED AS P&Rt OF M5� REOVIRED TRRSADED, M&W.TIOIT
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<br />STK- TOO WIND LONDS WAS W.L USED IN TROTR VWn% 0SODHEAS SPACKH, TO WOOD OAS REEN OMIRMINO) IN
<br />AMORQIIRC� WITH N4.5�VT& ,-,a� MINMIUM EVA D15DINGE OF LAG SMEWS. N10 NOW SRALL RE AS INOCATED Al THMS ORAININC
<br />-TORM RAW'$ ADOOVACY fr WITA CHON, 0 -
<br />> - JR hVIAtt ANO VINO RM15TAW RAF REEN VERVIED IN fil-MROANCIE , SC ' f o 01
<br />, ADON OF WOOD SUSI,AS SK41 RE 5,1$',
<br />THE AW& MENTIONED CODE ,'Is PER HURRICANE ETA3jREEq*C & 71:9114 NO, PEPVATS Se-b", %6-6170 & 415-130 'Pro C 4) WARMUM RESETS, 0 Ile 6-20 S_CW*S WID SHAU -Z 1 IY2- tONO MW,VUW
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<br />1HAAMPAPON TESW� J.40 WG, r"M MU a f2126 . AS PRUIT)COL'I TAS-20% TAS-202 AMC Tes-201, 1,�*)VLD MCCO V*7, AND 1� MOWITA YOR WALLS WITH 00 SlQOCO�
<br />AS WEIA AS AMOUCAN l LM Or SEUN FLOROMI PtPWi #07"OF09, AS PER Te,' 201, TAS 20T AND
<br />TAS VQX STANS,W3. G�) OR OASE `D4AT ARIUSIV STORE, OR PAECW GOINCRETE PANE4S� == to WOOD, WANDS ME FOOD ON THC �XJSV,NE
<br />2 ALL ALUMINVIO OTRUSM V bE 100-TO ALLOY AND TEWM &INLESS, OIKR,WA NQTrV)L SM SHET 2� WALL, ANICHORS SMALL 19F LQN(� ENOUOh To TRA18 11K MAW 1ETRqCTUqrL 130,11110 SOO" PANELS,
<br />XNVWMOE,$kYILL SE AS MENDOWD IN C�Q, 11) 4, CA)
<br />� ALL ALUMMM SbOEI METAL USED AT �;J,HSURES SRALL iRI,Vr �IDO,4.14 AL.LOY LDI AR"P$ SNALt aE �PMALLEC FULWAMIC ALI, OF THE REocAeW%D0a,S, AND SROCTI,EAPONS CIF `NIE ANORW5 0ANVEW-ITUTTER,
<br />A ALL STEEL SHEET METAL PANELS $HALL MIS STRU M1IRM_ O"'M SlEv- ASIM A-SSIT e'�RAE Go ""'wo, G11Q ,
<br />CALIA197E0 STEG, D-SIONATION W/PY- ER3 .$I (41TR RQLLEO� & PAN&S MAY ,ALSO RE iNSTkLW HORGONTAWe FOLLOW"Ir NSTATLAWN PETALS SHOWIT' 44 r1C11QN 1� DiRcoOk 10 mq�Ers 4�
<br />DOS100H $1 EXCEPT HYAf HFADEJUM&Q) SMLL NOT K QWV
<br />�� ALL SWVW TQ At STAN" 5� It 304 OR ,,116 M5i .-Sffif_1 on ,eDRMS" R�SWANI, COATED CPATSON SUM AS PON - wmoo
<br />S 0. 11 34"Ail aE TWE RESPONSOUrf or THE CO~_OR To ARRY THE - , ESE OF tHt ENUCTUK WHE:ft �Aiter ", is To, Or
<br />OIN 50018 */,W W YIELD STRENGTH AND, OIL W IrNSILIE STRENCTN A SUALL COMPLY W/ PLOR" $UPOWC iOgot
<br />secnopi 2,1 f Ja 4, ATTAC14M TO INSURE POOPOR ANCHORAGE, THM WfftoI SHNL 104Y SE IOLACHEIT TT, CONOR-M MOCK ON WOOG ANWE
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<br />a ROLIS to % ViTo A-3w IWMANL�_ Vall Do Ast 504 SERIES E`AIULtSS1 StFEL, WITI 34 I'M M114IMQ4 "IlaD
<br />STRENGTH." $o, DAM RES" STOR4 PO4EL WNH LEWZHISS OVU4 W-B "CLOR jj'At� AS PER SEE�PoNr 6, EL $ 4. iO ,AND ALTERNANVES RN,
<br />-� ANCHORS TO WALL !NKL SEAS VOLLOWS, aw A, IOW ON SHEM ;11 A At 12 RESPECTNttlyll SHA`L R%eE A LEOSLE AM., RMWY 1ASMI.f MAM"'. NVRV-111,10 OMER OR,
<br />TMANT TO �Kr,'JRF PANELS IMT4 APPLCPRLZ REH,EORNERE%L UUMIR; PCHEE-, OF HIJRRICANE WARMNO�
<br />NO iai NO I - it HiE IRSwLAMN C'ONTWW,�N 'S TO sm/cAut'k ,M,L sHOTTOR ODMPTNETV EDGE$ W,-RGW MDAMN IN DURDRUSU'L ONIACT VIM
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<br />- 1/4, 0 ,I 1/6' r"-iN AR�T!OrE, As MANUFACTURED BY "ALT ING, (MIN� l'-3000 p��)
<br />- f/.'O , ��,14' SCAX-eiST ANICHEAS, AS DDTRTP,RED By Mil PoNtSCRVIN, SOLT & S;S�VRLIY M. 12, STORM DANEL INSTALLATION SHALL rOM,"0' WTH SPEOS MiCATED 10 UPS DR4WINS PLUS ART SVILPINS AND ZORING RDA"TONS
<br />�w,,� , *t-moo P_.J.) FROMED V THE JVRISOC11*4 WHERE MR40' M APPLAS TO
<br />- #14-10 PA14ELWH "AUL 10 * RAW_WAT� P10S ANCTORS, A!; MANOVACTURED of ELM CONSTRVIt'LON PROOL-ClE, L`l, (a) THIS POOOLIa EVAWATKIN WOLMENT (P1,D), FRE-AW-0 VY THIS EXCINFER M C43IEMR; MY, DOE-% W,"wm olewkAtm
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<br />fop A OlmE SPwil, PftirrD i,6. WHERE, TK gq,f LGROMON5 OEY'ATE FROM PEE,
<br />- I14-0 Cf TAP-GRO MENORS, AS MANION'TCRED W, 7ft-f-W, t6RPMhtON lf'-4600 P-0
<br />1VXf OI) CONTRACT R TO SE RLVOT019LE FOR T�j� S�IECODN. PURICK"st AWO INEDILAMN fW,QVftG L�Ft: Sln-ry Or Mr. MOUCT
<br />AA) MINIMUM EMNEUMLAI OF TAPCoN AWHO45 WO POURED CONCRETE SI01.1 &I I ,VA�, 2� LOW PARiL#ArE I , 645.1, ONOU."s pz�`D PROOTGO HV%D, Do's ?1101 W11XIS FROM TKE CORRIDORS DETAILED 014 Tl4r. DOCUMENT
<br />ID AM VAMENALTE PWtF AND I L14- FOR rr W-ORIP "OGR5 MWPUCTION SAFF" AT WE r W OWRACTOR'$ RESPONSOKM,
<br />4.22) D'"-01 & SOLiD-SIET ANCHORI� SNAU ME EMMOOF0 7/Z- INTO T4e� PONTIM CONCRETE, T* wKONENT 4rilo, -4) TOM PRODUCT EVALLIATIONDWJMRW WILL RE WWWRIM INVAUD IF W401EU
<br />STCCCO SRM,L 0EPERW"M IorIt� f-20 SMEWS USED sk,Il,L, BE 1 !1V LORD M011MOLI SHOULD STUCM CXV`T�
<br />TIP L' MINTAKIU FOR WALLS VM, NO VUCM, ANO MRr BE HEADER =",9 OR ALL THREADEO SCREWS WjQ 4", (6) _'SM SPWR,C PROVECTS $�ML RE PREPARED SY A LtOIRUA R)EGISTEM STQWFR ON AR01PTECT AH014 AID, BECOME THE
<br />%R *MIT* VARC NUIS� 5NDINVER OF REMSO (ED, I'm INE M10371T AIR) 1*40 10OLL % ArSPONSOLE FOR THE
<br />PROPER USE OF THE PZ,V,!%0NSVR OF 5EGORML ACTING AS A O&ERATED ENGINEER TO Tie
<br />A1) V4 WE THAT PRtr-ST SOME, PRECAST CA24ME PANCA& IW,SRS� STUMIT OR *OW COA10-1 BE FOUND OR THE P14 -NGINOER, SPOU SVOMH IN TAN LATTER IqK Snr S-ECILIC DFAMCS TOP REVIlot
<br />rglSIIJQG WALL PA ,`LOOR, ANCHORS 341AU ME LONO 11MOIlb TS R94"t THE MIND �Lmclqpr KNIND %VC.
<br />PANELs viCAORPEt SOIL- W A$ MDoIN40, o Ao) ATIO %, A.2L i.1 THIS P,F,b. SHAL4 6M THE DATE AND ORIGINAL sM ,R1-* !DGOOvVS, OF THP, PROT�_-SPNAL
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<br />I ENi;afim 'DI, MOORR, THAT PREAW-0 IT-
<br />�Io 1X"59b2.=Wa1L_-.=_XALL �_SA_141 14- -RIMER MANUFAMFURER'S LAINS, SNA41 RE LOCATED ON A ITWRyHS%C LOCAMN AT STORU
<br />- 1,141 t TAMON ANCHORS AS MANUFACTURED wr 11 11 *I flu-10EX INC� PANEL SNUTTER, 0`4 ACOOKIMCE WITH S11-DON I7OqR_!I ot� FlIORK4, 8UPP'NG CODE- OFIRE LAWL
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<br />- ljc� 0�7 ;N, ANCHOPS. *5 VAN017AUTURED W DERNILT INC, (144, C-HICIL P.,,'.) SHVILL SE PLACED fOR EVERT OMPAW LAREUNG TO r9W,Y WOH SECITION fill-.4,2 OF 7�
<br />ef�A�&=;r
<br />- i�A-s g _ t ANCHOPS, 4 ;X,"RjSQLLo or ALL PLTC '1ORD0F M�� A ePtOALTY CO. PI'DRIUA aLMLOING CONE ,
<br />NMh V�Llw P,.j,) ____.... I
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<br />- #T�I!* FANEL,VATV PEM14X ID AM VANCIAtATE PLITS MCIDWS, As MAwFLACTUISD 51 CLOD, CONStoom"' THS ti�kyAw SMALL ONLY BE 1_%lT TO
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<br />PRODUCTS Q41,L V�2071 P,�,,) OiNIAIJIM6, MAIN PERMITS 0 TK 4: �n_
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<br />- Y1, 4 TO` TW-ViP ANCHORS, AS MANUFAZNWED OV TfRe-lPAT 00WOPATIM VIRIXIE"A J - 71i
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<br />r 4P MtTiOR, w. 11",
<br />.�. ." � FLORIDA 8uaOtNG CODE (High Veloclt� Nfarltcooe Zone)
<br />B_f) MINIMUM "OlMeSNT EW UK,04 ANCKNITH, CLY�l PNIMMATI$ ANO OF TAR- LIE I&TO HTE ),W-- I
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<br />GTOL* '04" SmAL, RE 4 4/4-� 1 11 -1 11.1 --- ,- 11 ------ I 11 -- - -
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<br />� lk's 20 "a cALVANIZED STFEL STORM PANEL "
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<br />il�* 1:�"_IN & SCLIDSET ANCHOR. SMI BE DAREDOED 7/8' INTO 'ALIE cONG,Rm at000, Oor elgif , - - - --- - -
<br />INTO $TUCCO IIHALt- SE PERMIrn, �/4' - 20 SCREWS U50 SHAU RIE 1 1/2' LONC� MINWV,M :R4QUA M14CCO I . E 11 , "I'M :
<br />EXLSI� 'NO " f5R NO S1W.CO, S _O' I-, �r_ t_r___t:__\ CLOBAL PROTECTION PRODUCTS. U.C, 0"'. ;
<br />MOMMUM WAtLS VrH
<br />STAT _' -_
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<br />REPORT No.; 20-OT27.02
<br />DATE: July27,2020
<br />PRODUCT CATEGORY; Shutters
<br />PRODUCT SUR-CATEGORY, Storm Pan
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<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
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<br />MANUFACTURER: Q10bal, Pro LLct
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<br />1. MOOSE OF,EYALUAT QNj
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<br />This is a , Product Evaluation RPpOri-Issued by WalterA.,nifit 4r., PX, (System
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<br />This product is being issued an Evaluation Report 44 4"q#lbeo herein, and has
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<br />Florida Building Code, and to ve* that the product I's forthe purpose Intended
<br />at -least equivalent to that required by the Code.
<br />This Product Evaluation, Report shall be subjecA to reviewand revision In case of
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<br />a. EVIQEN_CE SAUTTM
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<br />i - SHEETS a & S) � L _:, .5sG" 3/ O-I
<br />NOLMS099WEA-9LIEVIoNal
<br />10F & BOTTOM MOUNTINES CAM BC
<br />COMPOSED IN W WAY To SUIT ANY
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<br />* �� � � * S . . . FL40RIDA BUILDING CODE (Righ Velocity therritoos
<br />� . I " -I= "CM, IN, 1 1 fF,
<br />Z � No 44167 � Sm 20 WE MVANIZED SIM STORM PANE. I Do*
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<br />DOY049 N.
<br />JR0=TEA1A1XAnQNjWY0RT-A0. 26-0727,02 2
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<br />Larroa mis-silig impact load tests Were performed under SSTD 12-99 standard as
<br />pet section 1609,1�2 of the Florida Building Code, Uhifo:ft watic loadsas per
<br />'
<br />Section `1 709.8,21, pe LrASTME-330. To�str'eportsp,reparedbyAmorir.�nTest]N
<br />Lab of South Florida, Report* 0814.01701 doted 0$111f02 witnessed by Wllliam
<br />R. Mehrier. P,E,, Boriz Moroz, P,E, and Henry Haft4m, P,E, and Report No,
<br />0219-01 -69,, dated ,February 25, 2000, sighed And, sealed by Edmundo
<br />Largaespacia, P.E. and Henry HattENTI, P,E. Lar, go missile impac , I a I nd , cyclic
<br />loading& per Protocols TAS 201 & 203 as par section 1609.1.2,of the Florida
<br />Building Code; Test Report prepared by American Testing Lab of South Florida,
<br />Report No, 11 23.01 -10, dated Noyernber-23, 2010, signed and sealed by J6110 E.
<br />Gonzalez, P.E,
<br />Tensile test report No. 9CM-1,98 by OC Metallurgical, Inc,, dated Match 13,2009,-
<br />, ,
<br />sligned And sealed by Frank Grate, P.E, aspOr'ASTM t-8 and Tensile Testes
<br />par OC Metallurgical Report No. I OKM-1 3`18, dated December 1, 2010 sigined
<br />,
<br />and sealed by Jerry JAciolano! RE, as per ASTM E-8. I
<br />I
<br />Z3_VRUCWRALV"fWE%N �
<br />, -_Q-"A gWATMS�
<br />On,24 Gage Galvanized Stoat Storm Panel for maximum Panel length vs, design
<br />wind load, aswell as maximurn anchor spacing v.s. d6sidn wind lood and�pahef
<br />, 11 I
<br />length based, on rational -and comparative analysis, and in accordancewlith
<br />section 1604 of the Florida Building Code, �Calculatlons prepared by Tilleco,
<br />I no,, datod 1211 W1 0 and 047113 (for, this revision), signed and sealed by Walter
<br />A Tlllit� jr�, P-E,,
<br />2. WS SILE IMPACT REWtA - I
<br />, _N
<br />I - ,_CE,
<br />L,argemisAileihipact,undereettion 1609.1.2oftheFlofida Building, Code, as per
<br />SSTD 12-9.9 Standard and TAS 201 �
<br />,
<br />I I 1
<br />At WIND LOADSAMISTANCE:
<br />24 Gage G alve nized Steel Sto rm Panai, haw been verified to sustain wind
<br />pressures. Maximum panel lengthshall b0as indicatedon sheets'S, 9, 10, 11,
<br />' � -
<br />12 and 17 of 18 of Product EValuatilonDocument ,
<br />I � (P�E.D.), dragging No� 20-176�
<br />Maximum Anchor Spacing shall be 8$ indicated orrishwits,5,�4, 10, I 1, i-�,thru le
<br />and 18 of 18, of Product Evaluation Docinnenj i(P.E.b.), drawing No. 90,175.
<br />,24 Gage Galvanized 5tealStIpmri Panel hat been verified for code compliance to
<br />Work as a non-porou& storm shutter assembly,, as per SSTD- 12-99 Standard,
<br />X"tJ1100411thitt'j,
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<br />shelets,3,115,13E 14,15,fsand 40rla,of Or-oduotEvaluAtlonDocu - m I prit"
<br />(P.E.D.), d1rawing N*. 20-175.
<br />A.-MATI-ER-1 A-L-CHA-RACTIERROMCS
<br />\
<br />Shall be strictly in, acourdenpe With, General Nolpsaind Components indicated on
<br />-sheet land 2 of 1 8,'ofP0DdLrct Evaluation Document �,13,E,D.),drawling No.
<br />10-175, 1 1
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<br />Anchor slaticifloatipris shall be as Indicated on sheet I of 1 8, of Product
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<br />to I
<br />Evaluation Document (P.E.D,), drawing No. 20-175.
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<br />'11. Shall be sf(fr;tly Inccimpliance With General NotesNo. 11 8,tbru 14, Indicated
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<br />on sheet 11of 18 of Prodoc! Evaluation Document T,E.D.). drawing No. 20-175
<br />1
<br />Iric, sealed by�ftfttark
<br />PhePared1byTiliteca, and signed and Tillft, LIT,, RE,
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />C
<br />as definodonsection 10202oftlileflorldagEluding Code.
<br />1
<br />7 3- Product shall only be instilled intippourad concrete, concrete block, -and
<br />"' .d framattri.ictores.
<br />110,
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., RE, (Florida License
<br />No. 4067), President of. 111teco, Inc. (Florida C'A,-00016719).
<br />1/4. 2/4, 3/4, 4/4, 5/5. 7/5,
<br />IW/iO ' 2W/10, SW/10, 4W/10, *s/.5
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<br />, � AWHORS, FOR �Vt S.FrE ;§ESD __1 3
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