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<br />FRODU=VALUATION REPOICT NET. 204Y7n.01 2
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<br />TILLIT TESTING A ENGINEERING CC F
<br />2.2. TES REPORTS;
<br />LM ERIAL CHARACTERISTICS AND PECIFICAT]IONA,
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />- -
<br />WATTIM A. TILLrr, JR., P.E. - - -
<br />'All"
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<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />Shall be strictly 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 />VI A. InLLIT, JIL. II.E. � - filteongwVCOLD
<br />PRODUCT EVALUATION RE M-PP Lh-N 44167
<br />'Ll,fu........ Wftim
<br />ar. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shell be as Indicated on Sheets 1, 7 end 21 of
<br />tLI.A.UcWAW_W.AKF6yI9
<br />Testing, Inc., Reports # 9133-669 dated 08109/1996, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Omment (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#q6-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NOI 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. UMHATIONS AND CONOITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT'NO.: 20-07911.1111
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespoda.
<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 />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />an sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by TIltsGcF, Inc. and signed and sealed by Walter A. Tillit, JrF RE.
<br />PRODUCT $UB-CATEGORY: Storm Panels
<br />N I[EERING CALCULAI
<br />2.3..STRUCTURAL E Q11
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCTNAME. 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel 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 bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: 010MI Pr21@G1lMP"du9A_LLC
<br />MANUFACTURER: Gh*al Protection Products LII
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />section 161 6 of the Florida Building Code, Calculations prepared by Tilleco. InI
<br />7.3. Product shall only be Installed Into poured concrete, concrete block. and
<br />wood frame
<br />4800 S.W. 51 Street
<br />4800 S.W. 51 Street
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Milit, Jr., P. E.
<br />structures.
<br />Davie, Florida 33314
<br />Davie, FloridI
<br />I.PURPOS E OF EVALUATION;
<br />3. MISSILE IMPACT-RESISTAN-M-
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tllft Jr., P.E. (System
<br />Large missile Impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No - 44167), President of Tilleco, Inc, (Florida CA-000671 9).
<br />This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />11) # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />-ESISTANCE*
<br />&WIND LOADS R
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<br />61 G20-3, Method I D of the Florida Deportment of Business and
<br />Prollessional Regulation.
<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 herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15,
<br />16, 19, 25 and 26 of 2B of Product EvaluaUon Document (P.E.D.), drawing No.
<br />.
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<br />This product Is being Issued an Evaluation Report as described herein, and has
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<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
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<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at Wet equivalent to that required by the Code.
<br />14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document 4P.E.D.),
<br />- _/1 :46 ' 5
<br />at least equivalent to that required by the Code.
<br />dnrMng No. 20-176.
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<br />This Product Evaluation Report be to
<br />This Fired vat Evaluation Report shall be subject to review and revision In case of
<br />I INSTALLATION:
<br />%,'S/O�I6
<br />101#111111110
<br />shall subject review and revision In case of
<br />Building
<br />a Building Code dange that may affect Its limitations and conditions
<br />a Code change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2- EMDENCE SUBMITTED
<br />sheets 3 thru 7, 1 0 thru 20, 23. 24 and 20 of 26, of Product Evaluation Documem
<br />WATU
<br />D:% TILTECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL. PROTECTION PRODUCTS. LLC I 20 GAGE
<br />2. EVIDENCESUBMUTED:
<br />2.1. P SIDUCT EVALUATI N DOCUMENT (P.E.D.Io
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVAI STEEL STORM PANEL% TIMING NMI 74 % REPORT 0 2DLOM(H
<br />Drawing No. 20-ITS. tilded "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />&t P UCT EVALUATION DOCUMENT MM411
<br />*Mots I thru 2e of 26 prepared byTilleco, Inc.; signed and sealed by Walter A.
<br />(P.E.D.). drawing No. 20-176.
<br />Drawing No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />TIllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part jA,1416
<br />111114I
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Evaluation Report, 0I,,01 IT,%
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<br />Evaluation Report. U10. '"
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<br />GENERAL NOTES: 9 3) IN LAST THAT PRECAST SIDNE, OR PRECAST COWZ#aJ1 PI 97UCCO OR WOOD WARDS K. rOVNI ON IF,L
<br />affila� am" Ck5?WG WAIL, ANCHORS SHALL BE LONG ENOUGH TO REA:" THI. MAWN STR%IMRE WHAD SUCH PANELS
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEO) �S KEN VENIATO FOR COMPLIANCE )N AFILHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN EF?)
<br />ACCORDAMCC WIN THE 2M 17IN MITION) OF TI FLONRIA BUTILOING CODE IC) X ILWAWL�
<br />DESIGN WIND LOADS SHA&L K DETERMINED AS PER SECTION III" Of THE ABOVE MENTIONED CODE - i1/11*-fti=0W BY 17 W BUILD". INC
<br />- IIII-10 PANELMATL FEMALE, 9) AND PANEUMM PLUS ANCHORS, AS MANUFAI Vf FI CONSTRUCTION PRODUCTS
<br />FOR & WIND SPUD AS RCOVKO V THE 4UR1S=DDN WHERE tHM SHUTTERS WILI BE III AND
<br />FOR A (FarCITIONAtnY FACTOR Ad-O 86. USING AI 7- 10 AND SHALL NOT EXCFFO IMF MUDMUM (A SO) - 1/4-0 LAG SCOM PER N G.S.
<br />DES" PRESSURE RAIINGS INDICATED 014 SKEIS 7 THRU 12 14, 15. 16, TO AT 2a - 7/16'0 V SIC WOOD BVSHWG. AS OISIT14I By ALL PI SCREX DOLT k WMIA17Y M
<br />IN ORDER TO VOWN THE ABOVE CONDITION. C&TIMATE DESIGN WIND LOWS DETERM04COIFIER ASCE 7-16 C I; MINIk" THREADED PINCTRAIFON INTO WOW OF IAPCOFF ANCHORS SHALL RE W 1/2' AND 2- " fLCO PANIUMATE PI,UT5
<br />SHALL K FIRST RUX)CED 10 ASO DETAI WIND LOAM lif MULTWL"W, THEM BY 0 6 IF ORDER TO
<br />AND FAKkMAUF FEMALE 10
<br />CO~ THUSF W/ MAx (ASO) On" PRESSURE RATINGS INDICATED ON SMEM 7 THRU 17. 14, 15. 16. '9 & 20
<br />C 2) MOMMUM THREADED PENCTRATION Of LAG SO". *10 rK WOOD FRAME UNP SHALL BE 1 1/2- NO ImexADED
<br />- ORDER TO VENOT THAT ANG"ORS ON THIS P ED As TESTED WEVE P49T O" STRESSED. A 33% WI A AILLOWASUE PENETRATION INTO STUCCO SHAI K CONSIDERED AS PAIRT OF 741 FIFOUI TKII PENCIPATtON.
<br />SyRE!.S Top WIND LOADS WAS = USED 04 THEP AFMAYSIS F&VENERS SPI TO WOOD 14AS KEN XTIAMNED IN
<br />ACCORDANCt WITH N.D.S. 2018. C 3) MONUM EDGE DISTANCE OF LAG, SCREINS. 1410 WOOD 94ALL at AS INDICATED IN THIS DRAWING
<br />STORM PANEL's ADEQUACY FOR IMPACT AND WIND PIMSTANCE HAS BEEN VERIFIED IN ACCORDANCE WFrk SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENrINVERVIC A TESTING PC REPORTS 95-569. 96-57D & %-T3O MID C 4) MAAA"JM PENETRATION OF *000 RUSHING SK4" Or 5,18' 1/4' 0 - 20 SCREWS USED SHALL BE 1 112* LONG MINIMUM
<br />FEWSTPA"Ok ?WING LAB INC, REPORTS 12032 & 021" . AS PRQIOMS TAS 201. TAS-207 AND TAS-203 SHILIULD STUMO EXIST Am " M"Mum ,OR WALLS WITH No STUCCC
<br />AS NEU AS AMCSGCA1w TE'ST LAB Or SOUTH FLORIDA REPORT 0071901-09, AS PER tAS 201. TAS 20. AND
<br />IAS 20! STANDMIDS CV AN CASE THAI PRII STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD W34RDS BE F(I ON rHL EXISTING
<br />WAILL. V404ORS SHALL Or LONG ENOUGH TO REACH TkE MAN STRUClUNIT BENNO SUCH PANE"
<br />2 ALL ALUMINUM EXTRUSIONS 'n BE W63-TS ALLOY AND tn1PU1 (UNLESS C)THFFrWASt N011I $EX SHCr 2 ANCHORAGE SKMI BE AS MENTIONED IN C, 1), C 1) & C 4)
<br />1 ALL ALUMINUM WET METAL USED AI C1 OSAIRIS 'I* I HAVE 3105-" 1 4 &LOI (0) ANCHORS SHACA BE INSTAL-1.0 FOLLOWROD ALL OF 1�1 RECIDIMONVAnDI"S AND SPECIFICATIONS Of THE ANCHOR S "StIvAcTUREP
<br />A ALL 57M SHEET METAL PANELS SNA11 HAVI 5MUrTIA01. DUALITY SrCM. ASTV A-653 GRADL SO "Mum. 1-60 6 PANELS WAY ALSO BE PYSTALLECT HOARCONTALIV FOLLOWING INSTALLATION DEYAPS SHOWN ON SECTION 3 TKRO�Gm 30 (SHEETS 4
<br />GALVANIZED STEEL DESIGNATION W/rY,w IISS W, (AFTER ROLLED).
<br />THROUGH 0) EXCEPT THAT HEADERS 0 & 11 SH% L NOT OF USED
<br />5 AIL SCREWS to BE STAINLESS STEEL 304 ON .SIG AIS SERIES OR CORPOS" RESISTANT COATED CARBON STEEL AS PER IT THE SOUNDNESS Of IMF StRUCTURIF WFICK SHUTTER
<br />DIN 5001 a W, So W VIRID STRINIGni AM 20 FIN TENSILE STRENGTH & SNALL COMPLY W/ rLOMDA SMOING CODE 9 11 S"Awl BE THE RESPONS1111I OF THE CONTRACTOR 10 VM IS TO K
<br />S17010A, 24! 1 3114 ATTACHED TO NSUFtE PROPER ANIC"ORAGE THIS '44LITTIR SPOLI OFdY BE ATIAGHII TO CONCRETE. SLOC9 OR WOOD 1XI
<br />11A.D.035
<br />T B STEEL. OR AKI 304 SERIFS SIAANIM STEEL WITH 36 wN, MINIMUM YIELD
<br />SIRENGTH )O EACH RI STORM PANI MITI LENGTI,4 OVER W-6 THROUGH 12' 4', AS PER SECTIONS 6, 8. 2 IS 10 AND ALTERMINCS 8W_
<br />WW at JOW ON SHEETS S. 6 * 12 RESPItCINELV. SH,44L FOUL A UEGME AND FTCAKY V?Sftt MJRKMG INSTRUCTING OWNER OR
<br />7 ANCHOR$ TO WALL SHALL BE AS 1`0110WIIi TENAWI TO SECURE PAfttLS WITH APIPLATABILE REINFORCEMENT ".03 PrRIODS OF HURRICANE WAANCK
<br />(A) To- UISTIN5,FOURE&I 22W.F&II I I THE INSIAILATION 0""W7OR I$ TO SEAL/CAULK AI SHUTTER COMPONIFFIT COGES WHICH REMAIN IN CONTINUOUS 0ONTAL1 WITH
<br />- 114*. tAPCON N004M AS MANUfACTURLD BY I I* SUPLOVA. INC (MA, V�3192 pvi) TIRE BUILDING TO PREWNT WRID/11I kNONISION
<br />- ' CALY-AN AHC"OFF%..AS 60AUFACTURED BY DEWALT INC (MITI. ?*3000 II
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<br />. /4 /.! SOUD-SET AHCNORSS AS DISMIUVIED BY ALI PONT SCREW. BOLT & SPECAIII CO 12 STORM PANEL W"ALLATWN SHALL COMPLY WITH SPECS WIACATECO IN 441S DRAWING KUS ANY SUILDIN6 INO ZONING REGULATIONS
<br />(W" V 3000 P. I-) OROMID By TFIE JURMDKIION VO4CRE PERMIT 15 APPLIED TO
<br />- 11 A- 10, PAINELAIATE FEMAU ID & I'MI'LIMIT PATS AW.HORS. AS WAKIYACTU11TET BY ELCO CONTSTRUC11UN PROI I I (a) THIS PRODUCT EVAI OQCUMFFD (11 f G) PREPARED IT, T"TS EFFC4NEEk IS CF141RIC AND OGI NOT PROTME. INFORMATION
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<br />JAWN 3330 P. FOR A VIT SFI PROXCIT, .9 WHEAT THE SITE CONUInONS OOMIT FROM THE PEL
<br />- 1/4-0 ,r TAP-CRIP ANCHORS, AS MANUFACU44.0 RTY 7RU-FAST CORPORATION (f-3600 ;I
<br />III rDNTRX7_ TO BE RESPOKI kOR IHE SEXIECTION. PUKKASE AND INSTALLATION NC,UDING 01 SAFETY OF ThIS VRODUCI
<br />A 1) MINIMUM EMBF]IMENT OF INACON AHCHTIRS INTO POURED CONCRETE SHALL K I 3'/4'. 2* FOR F'AHELFWATIF IIEMAIk BASED ON THS PC 0 PROVIDED HE/SHF DOES 1409 DONATE FROM THE CONDITIONS DCTMLED 04 T.5 DOCUMENT
<br />Q AND PANEMAI PLUS AND 1 1/4- FOR CF 1AP-GRIP 44CHM CONSTRUCTION SWETY -I S" Is THE CONTRACTOR'S RESPMSIBH("
<br />A2) CAL_X-W & SOI ANCHORS SHALL HE 11AVELIDID ?/C "to THE POURED CONCRETE NO EMKOWNI INTO W THIS FRODLIC7 EYALUAI DOCUVENT Wt RE CONSOMED thVI IF MOOPED
<br />SIUCCO SHALL BE PERMITTED 1/4. 0-20 SCREMS USM SHALL BE 1 1/2' LONG MPIOALW SHOULD STLK,CO EXIST
<br />NO 1' MINIMUM MR WALLS WITH No STU=. AMU MAY RE HEADED SCREW', OR ALI' THREADED SCREWS W/O 11EAD Ids STIT SPEC IC VROACTS SHAILt K PREPAREL, BY A FLORIDA WGTSrFREO ENGINEER OR AI WHICH WILL BECOME 114
<br />BUT WTITH WING RIDS ENOAIEER Or RECORD (LON) FOR THE PROJECT AND %NO WILL BE Rr"I TO* THE
<br />PROPER USE OF THE P1 IT ENGINEER Or RECORD. AGING AS A CIEUCCATED FRONTIER TO THE
<br />A 3: 14 CASE 11"A7 PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS. STUCCO ON WOW BOARDS BE FOUND ON TFIF P f 0 (FIGNATER. SHALL SUMMIT TO THIS LATTER TOE SIC SPECIFIC DRAWINGS FOR *rAM
<br />EXISITIK WALL OR III OOR. ANCOORS SHALL K LONG ENOUGH TO AW.14 THE MAPI STRUCTURE BEHIND SUCH
<br />PANELS ANICNI SHALL Of AS UfNNONEn IN A 1) AND 14 A 2) (0) THIS P ED SHALL " THE DATE AND ORIGINAL SEX AND SIGNATURE OF ?FIT PF10FfSSIDkAL
<br />ENGINEER OF RECORD THAI PREPARED IT
<br />(0) �O,L
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<br />,;��tff=AI ;�IQ 14 SWJTFER MA&UPACTVA"'S LASI SHAU RE LOCATED ON A READILY 1ASIN" LOrATION AT STORM
<br />4ONS AS MINUFACTURED BY I T W OLAIDT9. INC
<br />PAWL SHUTTER 114 ADCONCIANCE WITH SECTION 1709 9 3 Or ITIORTIA BUILDING OCOC. ONE LAL91
<br />- 1/4' . . 7/0' Ckk-W ANDWORS, M MANVI'ACITIARED UP "ALI INC (MIN 1',;1500 ".0 SHALL RE PLACED FOR EvERY CIPENANC, LAI TO COUPI WON SECTION I M92 CK `4F
<br />_ "4*0 A 3/4 SOUD-SET ANCINORS, AS DISTRARI BY All POINT SCREW, 9OFt %PtP,LNJY Q) "ORICIA, BURI CODE
<br />(" C-1800 P .J)
<br />- 114-10 0ARLIMAIT FEMI TO AND PANF11MI PLUS MCHORS. AS MANUFACTURED TO 11CID CONSTFAI K
<br />I =4=110HUTFIENI.V USIU.
<br />IMIR 1, or
<br />'ROVII (MIN F-2071 P") ,,I It it ""R,
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<br />� /4* d CIT TAF-GRIP ANCHORS, AS MMUFACTURID Rr TRU-FAI CORPORATION � tp� A: TIZ
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<br />8 1) MININTUN EMBEDI ON TA" ANCHORS, ELCO PANELMIATTS AND Cf TAP -GRIP AW, rwatu auiuxhit; coDE (Iffuh vglatity Nor kano Zone)
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<br />9.2) CAI a SCLID-SET ANCHORS SICALL RE EMBI 7/8' INTO THE CONCRETE ISLOCII UNIT - 167 I I-*--,--- . .-
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<br />SCRIEWS, "'
<br />INTO STUCCO SHAU. BE PERMITTED 114- 0-" USED SFFkUL BE 1 1/2- LOWL Mr4MV:�1qP,`...,.110 r
<br />. GL14L MIOICTION MWM. UX.
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<br />0111 SCHUPLI.I. Ow- �� �_ - I TIME XLE - -,.:", 4 It ,
<br />6911,16 0 "OLG- 9) � EMTNG POURED SHErm.oz 6) (0 CONMETE ACQUIRE
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<br />INSTALLATION DETAILS FOR REGULAR PANELIM-k.." EM MONO DENS FOR INSTAII IN MM CMCME
<br />INTO EXISTING POURED CONCRETE OR CONCR TE BLOCK - aiamll= OR WOM
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<br />_J ALCOL TUBE ON I' . VARIES I
<br />a P I WOOD PLATT SPACER �� I
<br />, , . '1� I TOP AT BOTTOM MOUN111103 CAN BE
<br />." I COMBINED IN ANY WAY to SUIT ANY
<br />. - , CONOIN711 AIC�m
<br />I I ML"_1(1P,#11
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<br />ift. REOUREO " T "Ma"s NMI DOWN F,
<br />401 SECTION X_J[ 1* *. Sit (�-�J
<br />. - . " __ _� ON MOUCTS, U.C. FIT
<br />SCALE 3/M-I- - -41,�;�_,. /39/1010
<br />, Is O&_ � " _ oft
<br />I , Z IILIECOoiec*'\'LOULMT.E=C'L'.$�
<br />MAIL FOR SPACERS REOUIRED AT TOP OR
<br />% &,. .. Ilk Aw,Ac., OLIN TEIFTNQ . VIAMPIPOWN0 ii� BORE, $L 3"14
<br />BOTTOM TRACKS ADJACENT TO STU=11000 BANDS % I ... A 10 ..-Or - L 'A"M wNw=.%W PHOWL. IMIA)UN-ISAGI FAA, G,M.,WMI 20-1176
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<br />I I
<br />PRODIX f RVA11 �AII!IQN XIMT No. n2kU7M 2
<br />. 3
<br />2A2_IE&TBfRQRM-
<br />Large missile Impact load tests were performed under SSTD 12-H standard as
<br />L-NUALLMION;
<br />Installation shell be performed strictly in accordance with details indicated on
<br />per section 1609,1.2 of the Florida Building Code. Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />Section 1709.8-3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Lob of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William
<br />sheets 3, 6, 13, 14, 1 6, I 6 and I 8 of 18, of Product Evaluation Document
<br />R. Mohner, P.E.. Scriz Moroz, RE. and Henry Hattern, P.E. and Report No.
<br />(P.E.D.), drawing No. 20-175.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespoda, P.E. and Henry Hattern, P.E. Large missile Impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1 BDO.1.2 of the Florida
<br />0. MATERIAL G ICATIONS:
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11 23.01-10, deed November 23, 2010, signed and sealed by Julio E.
<br />�
<br />Shall be Wictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />Gonzalez, P.E.
<br />20-175,
<br />Tensile test report No. GCM-198 by OC Metallurgical, Inc.. dated March 13,2009,
<br />Anchor specifications shall be as Indicated on sheet 11 of 18, of Product
<br />slgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Toot as
<br />Evaluation Document (P. E.D.), drawing No. 20-175.
<br />per QC Metallurgical Report No. I OKMA 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jociotano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURA
<br />"MITATIONS AND CONDMONS OF 11I
<br />On 24 Gage Gal Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />length based on rational and comparative analysis, and in accordance with
<br />on sheet I of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175
<br />section 1004 of the Florida Building Code. Calculations prepared by TIltsco,
<br />prepared by Tifteco. Inc. and signed and sealed by Walter A."I"111111, Jr.. P.E.
<br />Inc., dated 12/1 811 0 and O&Q7113 (for this revision), signed and sealed by Walter
<br />A. T11111, 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 />3. MISSILE IMPACT IES13,TWCE,
<br />Large missile Impact under section 1609. 1.2 of the Florida Building Code, as per
<br />7.3. Product shall only be installed into poured concrete. concrete block, and
<br />wood frarne structures.
<br />SSTD 12-99 Standard and TAS 201.
<br />Product Evaluation Report prepared by Walter A. 7`1111t, Jr., P.E. (Florida License
<br />4. NND LOADS RESISTANCE*
<br />No. 44167), President of TI Itsoo. Inc. (Florida CA-000671 9).
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 3, 9, 10, 11,
<br />OulIkIIIIII
<br />,,!! X%!�,,A " rg"�,�7
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />z -, "'. .....
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<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />. .
<br />'� , .,,I ��
<br />4
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />F__ -
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<br />__ , * UTS 1
<br />7 ..:
<br />24 Gage Galvanized Steel Storm Panel has been verified for otide compliance to
<br />_"�'�� �� *
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<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />WAI � � _1i . -� -
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<br />SHEET NO.
<br />SH 1.0
<br />
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