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��-.-'- <br />— - <br />PR00UC1-KN1,AJLU-k VN POR-I&O 2 <br />11 - M- -2012&a <br />gomic r f2yAuu 3 <br />-A <br />zlI I LJ E 0 0 INC \- <br />- <br />TILLIT TESTING a ENoweempir. compm� <br />2.2-T—FST REPORT$; <br />6. MATERIAL CHARACTERLOD08- AWSPECIFICATIO <br />— ------,, ,--- <br />WAT,Tr,R kmur, ii., F.F. <br />Large Missile fmpact and fatigue load lests were performed under Protocols TAS <br />Shall he strictly In accordance with General Notes and Components indicated on <br />. Do ."C"n <br />I'L �t"L'11.ftj 44 N77 <br />201, 203 as per section 1626 of the Florida Building Code. Uniform static load6 <br />sheet 1, 2 and 22 of26, of Product Evaluation Document (P.E.D.), drawing <br />T , M" W06719 <br />I­C�T'i'­. <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 08/0911996, #96-570 dated 091181199,6, <br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176, <br />IPRODUCLT EVALUATIONA9FORT <br />#96-T30 dated 09/20/1996, all three signed and sealed !:Iy Hector M. Medina, <br />- , -- <br />P-E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and <br /># 21 a dated 1010611 908 witnessed by Gilbert Diamond, P.E. and Report No. <br />S - <br />7. LIMITATIONS AN12 CQNDJTIIONJ�Q� <br />REPORT NO.: 20-0728.01 I <br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, <br />P.E. and Henry Hattem, P.E. <br />7.1. Shall bestric <br />, , fly in compliance with General Notes No. 1, 8 thru 14, indicated <br />DATE: July 28, 2020 <br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, <br />on sheet 1 of26, as well as General Notes # I thrut 4 and I 1 thru 16, Indicated <br />on sheet 21 of'26 of Product Evaluation Document (P.E. 0.), drawing Nol. 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.- Starm Panels <br />2.3. STRU,QTURAL ENGINEERIN S. <br />-1 -,.-- <br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as <br />PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL <br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design <br />Wind load. *a well as maximum anchor spacing vs, design ,wind load and panel <br />defined on section 1620.2 of the Florida Building Code. <br />MANUFACTURER: Global E!MtaQ#oaFx,odmgt%A4X <br />length based on rational and comparative analysis, and In accordance with <br />7.3. Product shall only be Installed Into poured concrete, concrete block, and <br />,- <br />4800 S.W. 5i Street <br />section 161 6 of the Florida Building Code. Calculations prepared byTilteco, Inc., <br />wood frame structures. <br />Davie, FloMa33314 <br />dated 11101,'08 and W/12/15, signed and sealed by Walter A. Tillit, Jr., RE, <br />1 � PU9FQaEDf-E-VAL—UATf0N; <br />3--MISNILUM-PACTIRE-SISTANCE. <br />Product Evaluation Report prepared oy Walter A. Tillil, Jr.. P.E. (Florida License <br />This is a Product Evaluation Report Issued by Walter A. rillit Jr., F.E. (System <br />Large missile Impact undersection 1626 of tile Florida Building Code, asper <br />I <br />No, 44167), President of Tilteco, Inc. (Flo6da CA-00067 I 9). <br />ID # VaOO) to the Global Protection Products, LLC, Rule Chapter No. <br />TAS 201 Protocol, <br />U'l,HINHORM, <br />61 G20-3, Method 11 0 of the Florida Department of Business and <br />Professional Regulation. <br />4. NND LOADS -Rf�SISTAINC_E <br />-- - <br />"I'll <br />'�" ?� N T14 t Niv <br />oil �� : - - - /v ;' <br />N N; �--' % <br />V�lp <br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind <br />I %��EIYO't-'--% <br />" 1. - ;%� <br />This product is being issued an Evaluation Report as described heroin, and has <br />pressures, Maximum tDartel length shall beas indicated on sheets 8,10,14,15� <br />JJF, <br />". -- -, � " ;S <br />-'-----�--4=A,-_No, 4416 <br />been verified for Compliance in accordance with the 2020 Seventh Edition Of the <br />16, 19, 2.5 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. <br />­ <br /><Z�' -----1-*"'--::�--* '*S <br />,--, - <br />Florida Building Code, and to verify that the productis for the purpose intended <br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, <br />Z- 11 . .. <br />7,, � �12-I, -,j,-S�-, STATE OF <br />at least equivalent to that required by the Code. <br />14,15,17,18,19,20 25 and 26 V26, of Product Evaluation Docurient�P.E,D.), <br />11-1- .,,]6��_l <br />I,--".- -- ---1S- --� I <br />/ <br />drawing No. 20-176, <br />/ <br />I I I <br />. �'40AN i,-*,ig� <br />1�. 111.��N <br />';k. IS!"111-1 0 <br />V'�o <br />S/0 I� <br />This Product Evaluation Report shall be subject to review and revision in case of <br />" 4,14110 N A C <br />a Building Code change that may affect its limitations and conditions <br />I INSTALILAj[O�L� <br />- <br />"1111nall"'T <br />Installation shall be performed strictly in accordance With details indicated on <br />VVATU <br />Z.,F=V1DENQE NSMITTEM- <br />sheets 3thrut 7, 10 thru 20, 23, 24 and 26 ot26, of Product Evaluation Document, <br />D��TILTECOAOMOIIRIECEADS�P. E. 01PORT.20 k GLOBAL, PROTECTIOTII, PROD LJCTs� I LC � 20 GA43F <br />21. PROPUCT-E-V-A-LUA-T[-ON-DC�PUMEN D - <br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as <br />GALVANIZED STal. 5TQRM PANW DRM A 20-1 731,REPORT it M-0728.01 <br />- -J(P-� <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 I,thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. <br />(P. E.D,), drawing No. 20-IT& <br />Tillit, Jr., P,E.; dated 07128/2020. This drawing Is an integral part '0'A INS <br />I <br />UtO01WINO" <br />Evaluation Report, "itill nol, <br />4 "k " N 4. <br />, �"' '�?' A " <br />4'N" <br />0�' S. N IC144 " ,,, <br />'I, <br />0 k�- .; � 1. /'� !'. <br />1-1� �. -" <br />�' , ­. <br />"I yt W <br />". t' <br />, Z' !�� * <br />- �� * OCEN'p , , <br />- - - - - - <br />, <br />- - .' �� <br />�7 't- <br />'.. <br />�'� - ." , / <br />?�. - I - ly �'. <br />-- 17 .. . <br />, �i3ENse % . �!.' <br />- I V . <br />, - - I � , <br />I - --'-� , �� - S <br />- - , - � - - <br />-7 - - li�---i�;�- ' I IS <br />I .. <br />-- - - 4- � - <br />� , " - 7�--' NO, 44167 'i <br />-I- � C- -- . <br />I -, - . % <br />��' <br />­7�� �--� ��' ,I <br />-=- - I ---, _-- I ­4 1 <br />. - �---- = <br />'7/ ze':'� * 1 <br />'�' <br />I ,,-,g. : :*E <br />�/ "I"'. , <br />� * <br />-;77,��, , * " - <br />� 41- = <br />S ' <br />--11 -:* - �t: <br />- <br />I 'a ,,C, -, - U� r C UT, -, � I - Z <br />- '0� - t� �:� <br />, 5C, - �EopinN --'��J': <br />1�1 �C6"- , <br />/ / ---qA STATE OF �,I,% -�Z-' <br />I3 � , ' �-- 'A' <br />'\' <br />-* - N :" <br />" "' ' <br />� .- '�X I*- <br />I', S"'. '. L- , ,,,- <br />6355 NX 36th Street, Suite 305, Miami, Florida. 33166 - Phone: (305) 871-1530 - , <br />jq;�;Xpujjjq� <br />. <br />q-- L <br />�- t' -- <br />og <br />,,,,,,, 8/6 IL. 01 <br />-10000HRItIlAT'A', <br />­�'ei <br />" fumiHol" <br />I <br />I <br />- I ''I.-,- --- - - -I,,,- - <br />raalEft. N=* 9-1) If, CASE "HAt PREt"X STOWE, OR PRECAST LONCEts'L PANELS S-1=0 OR WOOD SOMIDS BE FOUND DW Otf, <br />� offid-ffis" EXISTING WALL, ANCHORS SNAIL SE LORD DICTION TO REACH, THE "N STRQGTU�E BEHIND SUCH PANELS, <br />I STORM PANEL SHOWN ON THIS PROOLKI EVALUATION DOCUMENT �PKO) 14AS IIEEN VEROT.0 FOR COMPLIANCE -N ANCHORAGE SH� aS AS MENTIONED IN RI) AND IN 8,2), <br />ACCOROANM WITH THE 2020 17IA ECTion) OF THE FIORRIA SUTOMC CODE, (0 �� <br />-�--Jlmmw� <br />CN0eT9"%:Idy <br />1'.'�M�M& <br />DESIGN WiNO LOADF SHA- BE DETERMINEO AS PER SECTION I *EO OF THE ABUW MM4014ED CODE, MANUFACTORETT BY 17W BLIRM� NO <br />FOR A WWD SPEED AE; REQUIRED Eff THE 4urdSOICTION WHERE THESE SHUTTERS wAk BE 114STALLED AND - IF14-10 PANICOMTE FEMALE. 0 AND rAW,,MATE PLUS ANCHORS AS MANUFACTURED 91 ELGO, C0,45TRUCTICh PRODUCTS <br />FOR A ORECTIONAUTY FACTOR Kd-0,85. USING ASCT 7- 1 S AND SHAIa, NOT EXCiED IRF MAIOWUM (A-SQ I - 1/4'. LAG SCREWS, PER WD's- <br />DESTIC, PRESSURE RATINS$ Twor-ATED am SHEETS 7 THRU WE, 1-� IS, 15, IS A 2D, - 7/16,0 � 5/e W900 RUSI400. AS DISTIFoUTED By 41, POINT SMEW. $OLT * SPECIALlY DO, <br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULRMAIE VESK�-4 WIND OADS OMIENTNET, PER ASCE, 7-Te CiT WATIMUM "WED IFEWETRAT" " WOOD OF TAPCON ANCHORS SHAa BE 1 112' AND, 2' FOR SIX0 PANCILVATE PLUS <br />SHALL 5,' FIRST KNCED TO A.S.0, DESIGN VAND LOWSW MULTIPLYING ,-I" BY 06 IN ORDER M <br />A14 PAITRIMAILE qMtM ST <br />COMPARC T"ESE W/ MA9, (AS-W OP'SIGN PRESSURE RATIMOS INDICATED %, SHEETS 7 THRU 12, It, 15, IQ 19 & 20, <br />1 C,2) MINIMUM TYREACTED PENETRATION Or LAO DOZIER, 400 nIf WCDO FRAME UNP SHALL GE � 1/2- RO r,V.EADED <br />it; ORDER TO ISVT� THAT AWF409S UN THIS F C,S, AS TESTED WcIE NOT 04EN EIRFSSFJL� A 139 ificREASE to ALLOWABLE PENEIMATION �WO 'HUCIL) SKILL SE CO-SRTEMO 'L� -ARF OF THE REQUIRE' THREADED PIENCIP'11UN <br />STRESS r"R "ME, LOADS WAS IiM USED 49 �EPR ANALYSIS. PWITENM $PAChNQ CO WOOD RAS BEEN OCULSvIIED IN <br />ACCORDANCE WITH N.D'S, 2018, C3) MINIMUM EKE DISrAAM SP V4 $CREAT5% MA) WOOD SHA&L' RE AS ;WrATM IN NIS DRAWILIC <br />ETORM PANPL'S AMOUNCY FOR. NPALT ANDY WIND RESISTANCE HAS BEEN VEROEV, IN ACCORDWE *PH SECTION f62S OF <br />THE ABUIVE MENTIONED CODE AS PER HURRICANE EPRINEEBIRC a TESTILIT, PIS, REPWS 0-CITIF S&-�,70 It 96-W RA'D CM MINIMUM PENEGRATION OF *OCR SUSHWAG SHALL BE 51W, i/A' -20 SCREWS OSED SHAU BE I 4/2' LONC MMAAVV <br />FERESITIATION TEMINC LAS INC,. REPORTS #20,12 & tilize . ,AS PRICToraO TAr--2o,, Qis-m AND TAs-20i, SHOULD "-= VM%T� 44D 1� MINIMUM FOR WACO WmA No STLICca, <br />As RACL AS AA(MCAN TESf LAO Or SOUTH FLORIDA WIGHT #(1219.01-0. AS PER 1AS 201� 1AS ZDZ AND <br />TAS WQ3 STANDARDS, C11 IN ME THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO 04 WOW BOARDS BE FOLAG ON THE ISTISTTHC <br />2 ALL ALAIvINNif (ECTRUVONS TO BE 6063-115 ALLO'f AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHM Z WALL� ANcHOR% SmALL RE LONC, CROUCH 10 RILACm THE WIM STRIAMRif tEHNV SUCH PANzi.5 <br />I 11 4) <br />3 ALI ALUMINUM SHESt METAL OSEG At CLOSURES SRAU HAVE 3TW-HI4 ALLOY. (0) ANCHORS SHALL BIT tIRSTAUX0 ,QL"KI ALL CC WE IFECOMITICNOAXES AND SPEiCW1-r,ATTORS OF THE ANCHORS MMUrACn,KR <br />4 ALL STEEL 5yltEl METAL PAKLS 94ALL HAVE M,iCTUR4L QUALITY STEn- ASTW A-S&I CRAOL 50 wNIMLO', 0-60 <br />GAIVARCC,0 STEEL DESI(INADOt: WM- 5e,S tit, (AFTER ROU-ED) a PAULS MAY ALSO K INSTALLED HORI704PI'LLY FOLLOMNO INSTAIATION TIETARLS SHOWIS 04 SED'Vii 3 T,Rwst� ;0 ($MEET, 4 <br />IFROUDCH 6) LVEPI UIAV HEADER-- ZZ & 0) SHALL RM RE V--" <br />5, ALL SCREASt TO OF STAINLESS STEEL X4 Of? 210 MrA SCRIES OR CORRICSION RESISTANT CoArRD CARSON SIEU AS PER <br />DIN 50018 W/ 50 imi YIELD STRENIGT9 AND 90 lsq TENSILE SM4GOIS, SiR,QL COMPLY W/ V1.QRWA SLU,0046; CODE 41 a stu,u. BE IME REIvADUSIRTLITT Or THE --0A,yRAI'1OR 40 EEWry -"W- SOUNDNESS OF IRS STRUCTURE wMEK SHUTTER is TO BE <br />��CZM <br />="ON 2-111)11- TO INSURE PROPER *CkORAM THIS N-lifnEP SHALI HAIN BE ATTACHED TO COKR.-M BUDC'K OR WCCO FMI,Mt� <br />901LONGS, <br />6 EVIL'S TO WE ASIR .-,307 CAiArM2EQ 5TELI. OR AIR Sat EORrS SIAS,"� STEEL WITH ,16 I_ .'XNQUM ,,ELD <br />SIREWH 10. EACH REGULAR SPORM PANEL ,%',Vt LEMONS OVER W-8 T-ROLI31I 12�4:', ,IS PER SECROYIS IL 0. 9 & 10 AND ALIFiWTP&B, OW, <br />, <br />' 9W At IOW ON SHEEIS t� A A 42 RE$PWW�C� SK41 HAVE ,4, LORTAt NO REAJS�'y VISIBLE MARKNO. INSTRUCTING Oft M OR <br />, ANG'400.5 TO WALI- SHALL RE A' , PtLLOWS� TENANT 1)D SECURE PANELS INVIR APPUM-LE 4044OACOACM OURW, PIESOM OF HURRICANE WARWK, <br />�A) 19-c-05 M-EDUBUL-mr,BU, IT THE INSIALLATION CONTRACTOR Is To lm'�CAOLJT Aij, V4UrftR CYRiCONTENT ZOGES WYNCH REMAIN IN C14101RUD-US I-ONTACI MTI� <br />I/ '# TAPCON ANCROA71. AS MANUFACTURED 9, TTw 9Q,1TEEX, INC (INH 1'.-31a; O.,;.) Tilt 00,WNC TO PRCrNT MI*D/RAJN PY-PUMN. <br />_- <br />I �4! . I 7/9' CALX- IN ANCHORS, ,XS MANUFACTURED, ST, DERALT INC (Milh. ?'­1000 ;,­) <br />, _ <br />- 1�4-0 t )/4- -,CLQ-$FT ANC,ICRS� AS 0151RIELMEC Sty ALL r"y SCIOnWI BOLT & SPEC,tLy on 12, STORM PANEL INSIALLATION $W4-1 COMPLY WTH4 SPEDS INDICATED N IFAS ORAW04C PLUS ANY QUILDIRB AND ZONIM; REk;ULAflHRS <br />(Mi', F-3000 P�v.) PROW" sy THE '114USDDYKIN lic;EK PERMO is APPLPED TO <br />- 04-10 PAWLAIAIK FEMALE 0 4' PAKRUAM PLUS ANCK)AS. AS MANCTAMMED BY ELD0 CONSTRuChON P00rWrT1­ <br />(AIIN "'.53SO P-) 11 (A) TIRE PROOLICT EVALUA00N DOCUMENT (*kf rJ PREPARED 81 TMfS CNIONEER IS GENERIC AND CC" W, PRICIACE I4FO,SA,AUQH, <br />_ ,'4*l, ,C TA'_r - <br />_ _, MANCFACILlIED B,, 'Rit-EAST CORPOARTION (r-3600 ii.­) 09 A SITE SPECIFIC PPOJr'- I., WHIERC THE SAVE CONOO)ONS 0EAWTE FROM THE P,C�, <br />'Rip AR'HORS' A M <br />OR , <br />A.1) MINIMUM FOETRAENT OF TAIHCON ANCHORS THRO MIRED CINCRILTE SHALL at: I '�/4*: 2, IQA PANt"MAIC FiLl"S H'�) CONTRACT To SSE RUPONsBu FOR THE 1;UXCT,ONi, PURC$4AS� AND fMETA4.UUYCk INCC�Wkg UFE %ATErf OF TIT�15 PRODUCT <br />IIASE,D ON THIS P.E.'D. PROVIDED HE/SHE ODE-5 0,11 OVIAATE TRW T49- CGWGA%NS OCTAiLto ON THIS- DOCUMENT <br />TO AND FRIEMALTE PLUS AND 1 I/4� COR C,r TAP -MP ANCl"S, CONMUCTiON &-JIM AT S17" is THE ICONTRACIORIS RESPON%le"Ry <br />Ait) CAIX-Of Sk WUD-SE7 ANCHORS SHALL BE EAXSEDDED 7/8- WTO THE POURED OQNC,qM NO EMBEIRICTIT INTO TO THIS PRODUCT ,�ALLIAn*N, OVTVMENT WILL VE CONSIDERETITMALC IF NCDE]m <br />STUCCO S44U BE PERMITTED, 1/4' -20 SCREWS USED SH&L S5 1 1/2' LONG MINIMUM SYDOIO STUCCO MET, <br />HE T' MINIMUM FOR WALLS WITH NO STUCCO ARE, Molr ermLADEV SCREWS 09 ALL THREADEE SCREWS w/o HEAD. UT) SIT SI.-I'Vic FRWEMIS, 5`1�1 RE PREPARED BY A itt"UA REGISTERED ENGINEER OR ARCHOSCT WWCIA WILL 9EGOVS THE <br />W W14 Witit, NUTS, 000TEER BE RECORD (COA) FOR OHL PRCUFCt AND *CI WILL OE RESPONSIBLE PCIA THE <br />PROPER USE OF IFIF P.E,0. ENGINEER Or RECORD. ACfNC n A MEDATEP EW,W-.-, TOTHE <br />A ,") IN CAM W�- PRECAST STONIL PRECAST CONCRETE, PANW, PAYERS, STUCCO OR VMW ONLARDS BE IOUND ON 14 14 ZXGWEXR� WILL SUISM11 TO IN-5 LAMB TK VC SPECIFIC DRAWINGS FOR RVAEW, <br />H" <br />EXISTINE' WALL OFT P-LOOR, AMC! ' RS SHALt BE LOND EMUOH TO REACH 'HIE MAIN STRUCTURE BEHIND SUCH <br />PAW-' ANCHOTAIDE SHALL HE AS MENTIONED IN A 1) AND IN A.2)L I�) THIS P,E.D. SHALL " THE DATE AND ORIBINk $EAL 4WI SIRIW�VRE Or 144E .WFSWOM <br />EN41NEM 01 PECORO THAT PREPARSO IT <br />(0) � 1141 �' - 'HUTTER CICAM A am <br />. 0 ,A'cm 5 W , T W SUILDEX, Nc� 24 1, WANUFACTUREIRS LAWJ SHALL HE LOCAITED ON A REACfLV ,,JS4BLE I, , N I $TO <br />- I AS MALIT PANEL SILUTTER IN ACCORDANCE WITH SECTION 1709.9-3 OF l-LORIDA %TIDING GOOF ONE LABEL <br />/-' II . Ile' CALX-4N 4INCi,(ORS, CIC-DIRIND fi'v PEWALT fNC- MN. r-4%4 p.ti,) SHALL RkE PLACED FOR EVERY OPENING, LAREUNG, TO COMPI-Y WDH SECTION 17DOA.2 of 1,45 <br />- f14-0 X S/4- SOLID-SEt ANCNOR_', AS GaR,aM $y I" M" SCREW, B� I IS SFEO�&-,y VO I'LOROA a0ftaNa CODIF <br />(MN� I't-1800 ot") I <br />- 114-19 FANELMATE FE&W,E 10 AND PARELMATE ALIS ANCHORS, AS MANUTwDREO 91 ECCO, CONSIRIA71ON THIS DRAWING SMALL ONLY <br />PRODUCTS IMP4 lt-2071 ;'L") , RNIIHAM' MM PERIMM 01 THE STATE OF FOA�WaA <br />41#1 <br />,yovilit"Ill <br />- I�4' 4 DF 1AP-GAP ANCHORS. AS MANUT'A"URED AV TRIU-EAS1 CURFORI1109 .4- , <br />It <br />1, � <br />-1 I IJ/4a." <br />, , �, <br />L , " - '��Ilt, FORIDA BUILDING CODE (Nigh veiatTty "ItYrICOne Zon* <br />8 I) M%NRdW 1EMECOMENT LA TAIRCON ANCKCRS� ELL,Qr PANCLAMIES AND CC NIP-GRAI ARCHOR. IWO IHr ,-#'4',.-*,% , <br />-'� �----- .RX1q ALIM. wo T� - 1-1-1 <br />KOCK " SN&L RE I I/.- '- ,�' I ' I STORM PAIIEL <br />4� �' - ir I 20 4ABE GALVANIZED STEEL <br />No. I <br />- -111,211D. I <br />R,2) CALK-ift Ik SCILD-tiEt ANCHORS SHALL DE ElISIEDDED 1,/IB' INTO THE CONCREfE BLOCK HIRT No rMag ' 1 7 ' S -- " �A' <br />= ---- --L <br />STUCCO 510"LL BE PER t M, , - -2t SCREWS USED SHAL-1 Kf 1 i12- LONG MINIMUM S"a�USV I ;.��' <br />, :W I it" <br />M ` - �:��" "' <br />INTII� UM FOR WALLS VT14 40 S31OCCO, �--'!' �--- - I " MIL JECOINC, \ GLOBAL PROTECTION PRODUCTS. U.C, <br />VW� AH, I. NfRAT, ,/4 � <br />.... t <br />�� -�2". <br />,-.-- - -,,.-- ---- <br />STAT or - � . Pi. SWI 51 -� <br />� <br />, � I <br />lk ial".. "40 , -X9&K-CW--.5WA# 20-J76 <br />op, ;�- - � OIL , I , , - -'T' 0-n=' F'.`C,-BR-'-' <br />, - I - .I-- I <br />-,*- - � ----. -- <br />a , -'�t <br />r M I, I <br />' , <br />- 49 !B��--���'-- -.E!�'- <br />Ivi EXAL/SIMM"M" % " 7' " <br />111;1�111111�01' <br />.1 WALTER k Tr A- F,E , �- <br />L -.4, I ,,USMM, C , -A? � � <br />��� ==m <br />I ----- <br />I -- <br />I INSTALLATION DETAILS FOR REGULAR PANE,1$C1),A-f%- <br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOC T CUOMM ANCH0. <br />ME LIC ON <br />CORCRICI: ANCHORS �" NW �� R,B*VW 9) <br />,,, "�� <br />� 1 <br />CONCRETE Ahiatwk- mtir.-.- ;)\--'-----Z-0-- -- COWCAM .M"on , � ---� " <br />� - <br />1'1'�" <br />ISLE NTRWNIJUC OR I ��"' I (SEE SOKWULE UP - . \ -'i��) <br />St'SEM a T,r,vjw 2) POURED SKITS i""� A =Tmlt; <br />i , EXISTING I a YH,IMXtR 0) , � -. . <br />-, coucam ntwoffi., -4' . �It� " 1'��"� NAL I � ��""' - <br />- � 71'.'.- , W . <br />' C <br />- t�-: � \ �e--M'4;',I---- ' -!' %22- <br />lilt <br />I / <br />I , " , "-';�-" It, -11 � � � <br />-4 H , X�4' "� '�� � --- it � , <br />- ,, - '2' - - <br />it *1 -, 7 a -- r ... 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J'��.. <br />I ��' � ' MI-11 . � %119=3 , <br />CONCRETE ANCIliffis ATCHORS � -E- AHS,PAS - 1 k <br />xj4_- � ,"' 4 na <br />,,,, 1 ,-, <br />I � - S"iL' It r' CONCRETE A"C"ORS - ='A., <br />SUIDDEAED W/ SW --- , <br />ME SaWMAX 00 =.= = 11, (SEE SOISK" G., �- -V CBS SZ,movir OR- 'N! a4- ILlis, . I = <br />o <br />It,ims a Tiiw� 9) 11 DAVErs a Y~I V� 3-m- It Diftwo R) <br />"Ill";;;;;;; <br />rA : I - i i ; <br />"Lee "I I -- Z ILD 0111 MQUaNG <br />OU <br />= mnw" <br />SCALE 3/8.I- SCALE SIA8- 7 "401116 SCALE ZT/B-T' <br />� <br />---- ... -- - - <br />, � ,--, -I --- -,----- <br />11 I V ED. - SZE DISTANCE <br />I <br />it , � SEE SCHEDLICE ON <br />� <br />,41_ w, - 01 1 1 SHEM a & 9) <br />WAVIA"', � <br />' I I- 9 <br />i <br />! i i <br />I I I OM Nw--""--'"�� ; <br />- I I <br />I i S"O - <br />I 12 I'T 0.1- :' Top a BOTTOM MOUNT0,1GS CAN RE <br />. I 9 0"t"O"HiBM <br />; � I 'Ay" COMIONED IN ANY WAY TO SUTT ANY <br />I <br />4 - Vpl� 1�k A. T/ <br />, HQA N INSTALLATION. <br />I W 4�1 <br />, --'.. A'i- <br />" �,-"'�' �'V I.- ,� /" "'. <br />4o- I <br />-'�"-'-' " ', <br />'N�,'�'- -S�l <br />:��-"�-3---'�"'��-'� -� <br />, " ,,,, RK -�- , '�Lx <br />- '\ "', <br />. " ��..'�'� --" ' <br />'�"'.�"'��"��"' , I�WtNj <br />it- -,3' -it <br />' <br />SUSITRO'BoLkep'; , ," J., �' FLORIDA SUILDIN[O CODE (NIVIT Valocl!Z JIB a e Une) I <br />� " - . I --�-a-- - ---- - <br />, X .' 7 PWR' DInw, W <br />CONCRETE -ijle- : -------E,a,,----,-,--- ' <br />JADOURRIL:L . . <br />9 *'� ' i - 20 GAGE DALVANIZEI) STEEL STORM PANEL CIT, <br />. . . . ,,, <br />* PM" Irr, <br />.. � - <br />ED -W rM . - '� I - <br />HE , 1 -�� -; Tc! ----- -- <br />SHEETS a T. H 9) -- ATIF qi� � -,q.,---1 <br />-- <br />/ IILFEC-0-..Ii-� GLOBAL PROTECTION PRODUCTS, LLC. in '01M <br />"-. ftb* --" <br />CEILING AID It. ��7- 7, 0�0 �- low ". 41 .U`VG` <br />IN. IA -"... U"L FL = <br />ILL' <br />. N, -. <br />,' I I 04,000-l"A =(" -M? 20-176 <br />t� 740� 5��W' er-n , )WIT <br />" AL 10S --, � I RRAWRYi - <br />.-ti <br />....... 7Z. SEVADIRIKUPWItCAW CA-00001,19 moA iMmiIiii 1-1-1 — I- <br />I <br />-Ort. <br />:4�� I .. - <br />f - - , I - i =- ;WT <br />-M=iL- <br />I I <br />1% <br />/-V I —V - - -- <br />/ I I L I ECO IiNc\� <br />TILLIT TESTING It, ENGINEERING COMPANY <br />IIWALdiil T-IL-LIT,'I'li-, P.h'. -- - ,------- tiTDND6@a01.COBr, <br />PRQDUCT-JYAL-UAT1QN REPORT VT,FT rr lim,,tIM 4416? <br />C.Zi-.'q.0'36PrJ9 <br />REPORT NO.; 20-0727.02 <br />DATE: July 27,2020 <br />PRODUCT CATIEGORY� Shutters <br />PRODUCT SUB -CATEGORY: Storm Panels <br />PRODUCTINAMIE; 24 GAGE GALVANIZED STEEL STORM <br />PANEL <br />MANUFACTURER: Global PuMolon-ftdijids," <br />4800 S,W. 51 Street <br />Dave, Florida 33314 <br />1. PURPOSE OF F-VALUADOW <br />This is a Product Evaluation Re -port Issued by WaltorA. Tillit, Jr., PLE. (System <br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No, <br />SIG20-3, 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 Product Evaluation Report shall be subject to revipwand revision in case of <br />a Building Code chaze that may affect its limitations and conditions <br />2. EYID CE S ' ITT .' <br />EN AMME I-M <br />1.1. PROD O-N-0-0 C _ <br />. <br />UC19YAL-U-A-T1 UVIENT tlR.F.D.-y <br />Drawing No. 20-175, titled'24 GAGE GALVANIZED STEEL STORM PANEU, <br />sheets 1 thrut IS of 18 prepared by Tiltero, Inc.; signed and sealed by Walter A. <br />Tillit, Jr., P.E�; dated 0712712020, This drawing is an inteR <br />ppvtii�itifg' 1. <br />Evaluation Report. "J"! '. '46 <br />� - ;��' <br />, <br />- --1-V'."' \UNS' "�'P-"' <br />- -1 �' S�--v 1. <br />1� - -� -�� -11, S <br />. I <br />�,' - S <br />� �' � ' <br />�--� �--- . -44 I = <br />--�:�- -- t- 167 , = <br />. <br />-1 611e'114*i� * � * �= <br />7- , "I I I ; <br />�11 "' S. .In,- STATE OF �- <br />,0 - , "lliz, <br />I <br />'11r. 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C 0 IN. \ �609Z ;�Or- .0.t'"Enovu I U <br />T <br />20-i'16 <br />0"Aft * <br />PPODUCTIEVALLATIONRUORT NO, 20-0727.Q2 2 <br />2.21�P�OR-' <br />I <br />Large missile impact load tests were performed under SSTD 12-H standard as <br />, <br />per section 1009.1 .2 of the Florida Building Code, Uniform static ioads-as per <br />Section 1709.8.3, per ASTM E-330. Test reports prepared byArneriCan Testing <br />Lab of South Florida, Report* 08-,14.01-01 dated 03111102 witnessed by William <br />R. Mahrier, P.E,,. Boriz Morioz, P.E. land Henry Hattpm, P,rz. and Report No. <br />0219.01-09, dated February 25, -2009, signed and sealed by Edmundo <br />Largaospada, P.E, and Henry Hattern, P,E. Large missile impact and cyclic <br />loadings per Protocols TAS 201 & 203 as per section 1509.1.2 of the Florida <br />Building Code. Test FWPOrt Prepared by AmencEin Testing Lab of South Florida, <br />Report No. 1 1 ' 2�,01-10, dated November23, 2010, signed and sealed by Julio E. <br />Gonzalez, P,E, <br />. <br />Tensile test report No � 9CM-1g,f! by OC Metallurgical, Inr,, dated Match 13, 2009, <br />signed and sealed by Frank Grata, P�E, as per ASTM E-8 and Tensile Test as <br />per QC Metallurgical Report No, IOKM-1 318, dated December 1, 2010 signed <br />and sealed by Jerry Jarlofano, P,E. as per ASTM E-B. <br />2�"TRUCT-I)-RAL-ENOMWERWjP-C-ALPUUff tg-lft' <br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design <br />wind load, as well as maximum arichor-spading 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 12116M 0 and 08127/13 (for this revision), signed and sealed by Walter <br />A. 71111t, Jr., P.E,, <br />li,L��P T �Rl �T , <br />AKCf <br />Large missile impact undersoic,tion 1609,1,2 of the Florida Building, Code, as per <br />SSTD 1.2�99 Standard and TA$ 201. <br />4. W <br />JND-LOADS E, <br />JIMITIANG <br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind <br />pressures, Maximum ganef length shall be as indicated, on sheets'g, 9, 1 0, I 1, <br />12 and 17 of 10 of Product Evaluation Document (P.E.D.), drawing No. 20-175. <br />Maximum Aricbeir Spacing shall be as indicated on shoots 5, 9,10,11,13 thru 10 <br />and 1 8 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. <br />�M Gage Galvanized Steel Storm Panel has been verified for code compliance to <br />workas a rion-porous storm shutter assembly, as per SSTD 12-09 Standard. <br />� 00�0101111#ft#"' <br />I <br />'.". I -"" V, <br />----, .' -1 . � 1. � 1-1. <br />'Lr,--7,II=' -1 I - 1. t <br />I,----- I- 11-11 6 '� 'a <br />I E <br />I : <br />-?/-- A -- :*= <br />- . - <br />"! / Z '.. EOF .:CIE Z <br />11 . . � <br />� RI �- . < " <br />-%,I �"j' '�' .�F.' <br />11 I ...... I -- <br />$I , Iflin'T" It ' <br />XRUR='RVALVA1I0N-VrlRQX1XO- 20-Il A <br />5. INSTAWATIQN: <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, 1 5, 15 and I 8 of I 8, of Product Evaluation Document <br />(P.E.D.), drawing No. 20-176, <br />tMAMRIALC , WTERISlICa'AA�ND—SPECIFICATIONS: <br />Shall be strictly in accordance with. General Notes and Components indicated on <br />sheet I and 2 of 1 8, of Product Evaluation Document (P ,E.D,), drawing No, <br />20-175, <br />Ancho r specifications shal I be as Indicated on sheet I of I 8, of,Produpt <br />Evaluation Document (P.E.D.), drawing No. 20-175. <br />I I <br />7UNIT&T—IONS <br />7A - Shall be strictly in compliance with General Notes No. 1, 6 thru 14, indicated <br />on sheet 1 of 18 of Product Evaluation Document (PI.D.), drawing No. 20-175 <br />prepared by Tilteco, Inc. and signed and sealed by Walter A.T11111, Jr., P.15, <br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES <br />as defined on section 10202 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. 441M, President of Tiftecio, Inc. (Florida CA-0006719). <br />WATILL <br />D:ITILTEGO ADMEN RECORDU <br />GALVANIZED 87EEL 87ORM PANEI <br />1--l" -- <br />F- <br />1/4, 2/*, ,1/4, 4/4. 5/5, 7/5, <br />*IW/10. ZW/10, 3W/i% 4W/10, * 6/5 <br />1 SW/10' <br />�-' ,�' MiW­­ - _-_----- AAGHORS� FOR CONCREIT SEE SCHEDULE ON 94EM 0 * 0 ---__ --- ­ --_,5: WAX_ <br />� I' 0%, � FOR WOW SEE SECTIONS on SHEETS 10 & I i i I UK , <br />� <br />I I - - <br />-- - -----] <br />6 a / � a <br />F-- <br />- - --- <br />--,-, -,- - ,I-----, -11-1; �---- - <br />OM.,(D, 3 � 04��& F I,'---,,---,, ---I'---,,-- , ! � � z' � �-'--� -7--Y --- T--T- ----------- - ---- -r --- -- - - 1 <br />- �. I I � . 4 <br />-- 1 , � I I , , I I , I , I i I <br />I I I 1 '5 � � <br />�� - <br />--r- --'--F—' � , , <br />- T-r-, '-+------'�� � � � I i t I i I <br />1 1 � <br />(D' I i I i ' ! I �' , I , I I I ! I ! ! 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