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<br />6. MATERIAL CHARACTERLOD08- AWSPECIFICATIO
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<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,
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<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.
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<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.
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<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
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<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,
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<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
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<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,
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<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
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<br />drawing No. 20-176,
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<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�
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<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
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<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 ��
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<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 $CREAT5% MA) WOOD SHA&L' RE AS ;WrATM IN NIS DRAWILIC
<br />ETORM PANPL'S AMOUNCY FOR. NPALT ANDY WIND RESISTANCE HAS BEEN VEROEV, IN ACCORDWE *PH SECTION f62S OF
<br />THE ABUIVE MENTIONED CODE AS PER HURRICANE EPRINEEBIRC a TESTILIT, PIS, REPWS 0-CITIF S&-�,70 It 96-W RA'D CM MINIMUM PENEGRATION OF *OCR SUSHWAG SHALL BE 51W, i/A' -20 SCREWS OSED SHAU BE I 4/2' LONC MMAAVV
<br />FERESITIATION TEMINC LAS INC,. REPORTS #20,12 & tilize . ,AS PRICToraO TAr--2o,, Qis-m AND TAs-20i, SHOULD "-= VM%T� 44D 1� MINIMUM FOR WACO WmA No STLICca,
<br />As RACL AS AA(MCAN TESf LAO Or SOUTH FLORIDA WIGHT #(1219.01-0. AS PER 1AS 201� 1AS ZDZ AND
<br />TAS WQ3 STANDARDS, C11 IN ME THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO 04 WOW BOARDS BE FOLAG ON THE ISTISTTHC
<br />2 ALL ALAIvINNif (ECTRUVONS TO BE 6063-115 ALLO'f AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHM Z WALL� ANcHOR% SmALL RE LONC, CROUCH 10 RILACm THE WIM STRIAMRif tEHNV SUCH PANzi.5
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<br />3 ALI ALUMINUM SHESt METAL OSEG At CLOSURES SRAU HAVE 3TW-HI4 ALLOY. (0) ANCHORS SHALL BIT tIRSTAUX0 ,QL"KI ALL CC WE IFECOMITICNOAXES AND SPEiCW1-r,ATTORS OF THE ANCHORS MMUrACn,KR
<br />4 ALL STEEL 5yltEl METAL PAKLS 94ALL HAVE M,iCTUR4L QUALITY STEn- ASTW A-S&I CRAOL 50 wNIMLO', 0-60
<br />GAIVARCC,0 STEEL DESI(INADOt: WM- 5e,S tit, (AFTER ROU-ED) a PAULS MAY ALSO K INSTALLED HORI704PI'LLY FOLLOMNO INSTAIATION TIETARLS SHOWIS 04 SED'Vii 3 T,Rwst� ;0 ($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
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<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�
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<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,
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<br />' 9W At IOW ON SHEEIS t� A A 42 RE$PWW�C� SK41 HAVE ,4, LORTAt NO REAJS�'y VISIBLE MARKNO. INSTRUCTING Oft M OR
<br />, ANG'400.5 TO WALI- SHALL RE A' , PtLLOWS� TENANT 1)D SECURE PANELS INVIR APPUM-LE 4044OACOACM OURW, PIESOM OF HURRICANE WARWK,
<br />�A) 19-c-05 M-EDUBUL-mr,BU, IT THE INSIALLATION CONTRACTOR Is To lm'�CAOLJT Aij, V4UrftR CYRiCONTENT ZOGES WYNCH REMAIN IN C14101RUD-US I-ONTACI MTI�
<br />I/ '# TAPCON ANCROA71. AS MANUFACTURED 9, TTw 9Q,1TEEX, INC (INH 1'.-31a; O.,;.) Tilt 00,WNC TO PRCrNT MI*D/RAJN PY-PUMN.
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<br />I �4! . I 7/9' CALX- IN ANCHORS, ,XS MANUFACTURED, ST, DERALT INC (Milh. ?'1000 ;,)
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<br />- 1�4-0 t )/4- -,CLQ-$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,
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<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�,
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<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,
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<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
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<br />STUCCO 510"LL BE PER t M, , - -2t SCREWS USED SHAL-1 Kf 1 i12- LONG MINIMUM S"a�USV I ;.��'
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<br />INTII� UM FOR WALLS VT14 40 S31OCCO, �--'!' �--- - I " MIL JECOINC, \ GLOBAL PROTECTION PRODUCTS. U.C,
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<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOC T CUOMM ANCH0.
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<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 _
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<br />Tillit, Jr., P.E�; dated 0712712020, This drawing is an inteR
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<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#"'
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<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
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