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<br />/ I I L1 ECO I.
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />_____ __
<br />WATTER A- TILLM JR., F1,
<br />� tiltero@aoj.com
<br />YL P. , L No 441,77
<br />�, C', U_ N". 0006719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: ShutWirs
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Qlobal ProJaptLon_RrodA1pt1_LM
<br />4800 S.W. 51 Sireat
<br />Davie, Florida33314
<br />I_ PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. "I'llilt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D 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 review and revision in case of
<br />a Building Code change that may affect Its limitations and condition'.
<br />2. EVIDENCE SUBMITTEM,
<br />2.1. PRODUCT EVALUATION D,OQLMENTCp,E.D_j,
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 0
<br />.Upis
<br />Evaluation Report, lwkli Olow
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<br />Z2. —TESTREPORTS.
<br />Large missile Impact and fatigue load tests were performed under Protocols TAB
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated 09il 8/1996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />RE., Fenestration Testing Laboratory, inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No-
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacla,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2000I
<br />signed and sealed by Frank Grate, P.E.
<br />2—.3.STRUCTURAL ENGINEERIND-CALr, JQ
<br />JULAT .ft
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Til lit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTAN11i
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WND LOADS -RESISTANCE-
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas 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 sheets 8, 9, 1Q, I 1,
<br />14, 15, 17,18, 1 1)� 20 25 and 26 of 26, of Product Evaluation Document (P.E,D.),
<br />drawing No. 20-176,
<br />5. INSTALLATION!
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 21), 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, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176,
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<br />GENEBAi : 0 1) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETI PANELS, SA)CCU OR WOOD BOARDS BE FOUND ON I�E
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<br />ML1Q_s:1R_2k_W&WAZM_X1M_0ft_8&N= EXISTING WAIJ, ANCHORS SHALL BE LONG CHIDUCH 10 REACH THE MAIN STR'4CAJRE BEHIND SUCH PANELS
<br />I STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P r 0 ) HAS BEEN VERI-TIO FOP. COMPLIANCE ,N ANCHICRACE SHALL BE AS ME9TION. ED IN 9 1) AND IN 13,C).
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<br />ACCORDANCE WITH THE 2020 (74f, EDITION) OF THE FLORIDA BUHNNO CODE fc) TQ_D=WrIi%,Q_ft,4,_ MCDlPr_0nM_2a.a.MM�
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC710N I 620 Or THE POUVE MENTION�U CODE, - 1/4-0 TAPCON ANCHOPM AS MANUFACTURED BY I I W 5UILG1iX, INC
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<br />FOR A W&-D SPEED AS REOUTNED SIT THE 4URWL-RQN %NERE THESE SHUFTERS War BE INSTALLED A" - 114-10 PANELMATE FEW" TO AND PANCLMAIF PLUS ANCRORS, AS "NUFAM9411 BY PICO CONSTPVCTON PRODUCS
<br />FOR FACTOR Kd�DBE . USING ASCE 7- If, AND 5KAL4. NOT tXCETU ME MAXIMUM (A,S�D) - 1/4"t LAID SCREWS PER N DS�
<br />D,S,,06,D,R,E,C,T,aURV,Aj,rA�.... INMAltl)'Cel SHEETS 7 THRU 12, 14, 15, 18. 19 & 20, ,- 7116`0 y 5JV WOOD SLISHIN0. &� DISTRIBUTED By M.L "W, SCREW, WLT & SPECIALTY CO,
<br />IN ORDER TO VERIFY Ilit ABW. CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED ". ASCIL 75 C I, MINIMUM THREADED PIENCITWION IWO AMC OF TAPCON ANCHORS SHALL BE t 1/1- ANC? 2- FOR fLCO fIANCLMATE PW
<br />SHALL ITS FIRST DEDUCED I ,Q AS.0, CESIGN WIND LOWS BY mituRPLYRIC MEN, BY o 6 IN okom TO S
<br />COMPARE THEE* %/ MAX (A,SO) OESION PRESSURE RATINGS INCArATEG ON SHEETS 7 RJRU 17� T4, 15, 76, 19 & 20 MO PAOUNAL-1 FEMALE 4),
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<br />12, WN"A4 THREACED.PENCURAPON Or LAG SCREW, INTO THE WOOD FRAME LW SHALL BE I 11V KC THREADED
<br />IN ORDER 70 VERIFY THAT ANC,KAS ON THIS PC O AS TESGEU WERE NUT OAR SOROS ,SM. A 331 INCREASE N ALLOWABLE PENETRATION INTO rUCCO SNAL� GE 'PONSIDEP0 AS PART OF THE REQUIRED THREADED PENCTMA11ON.
<br />STRESS FOP WIND tOACY-1 WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING In WOOD RAS SUN OlErMINED IN
<br />ACCORDANCE WRIX N.DS. 2018. C 3) MINIMLIM EDGE DSTANCE OF LAC SCREWS, INTO *ODD SHALL BE AS INDICATE& IN THIS DRAWING
<br />STORM RANEVS ADEQUACY PAR IMPACT AND WIND RESISTANCE RAS BEEN V14MED IN ACCOROWE WTTH SECTION 1626 OF
<br />ME ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC REPORTS 96-569. 9E-570 & 96-M AND CA) MIMMUM PENETRATkIN Of *GOD BUSHING SHALL K 5/8' 1/4� O-ED SCREWK USED SNALI BE 1 t/2' LOND MINIMUM
<br />FENESTRAPON TESTING LAS -X, RIEFORTS 12032 & #2126 . AS PROTOCOLS TAS-201� fAS-202 AND TAS-201. SHOULD 5`UCCO EXIST, A90 -,� MINIMUM FOR WALLS WTM NO STU=
<br />AS WEI AS AW37JCAN TEST LAB Or SOUTH FLORIDA REPORT 002, 9.01-09. AS PER 1AS 201, ILAS 2OZ 44D
<br />TAS 203 STANDARDS. C 5) a4 CASE 114AT PRECAST STONE. OR PRECAST CONCRETE PkNELS. S7UCCO OR WOW BOARDS BE FOUND 0. ME EXISTITH;
<br />WAUL� AFICP�DRS SHALL. BE LONG ENOUGH TO REACH ME MAIN SIRUMBE BrHHHU SUCH PAN"
<br />2 ALL AI_QMINUM IEXrPU$iCRS �Q BE 606S-T6 ALLOY AND TEMPER, (UNLf SS OTHER"St HOTEL), SEE SHEET 2 ANCI,KRAQ oHALL BE AS MENTIONED IN C, 1)� C 2) ,V C 4)
<br />1 ALL ALUMMAl SHEIT METAL USED AT CLOSURES ",ALL HAVE 3tD5-HI4 ALLOT_ (U) ANCHORS SH,k� BE INSTALLED FOLLOWING ALL Of THE RECOMMPHaKrONS ARC SPECIFICATIONS OF THE ANCHOR'S MANIUFACTUREP,
<br />A ALL STEEL SHEET METAL PANELS, 94AU HAVE STRI)CRAL QUAIJIY STEEL. ASIM A-65-3 CRADE, 50 MINIMUM, �,60
<br />CALVANIZED 'TEEL DESIGNATION W/FY- 56�5 ,,Pi (AFTER. ROLLED). 6 PANELS MAY ALSO BE INSTALLED HORTZ11offAU1 FOLLOWIN'T INSTALLATION DETAILS SHOWN ON SECTION 3 THRMCH 10 (SHEM 4
<br />t"ROUCH 6) EXCEPT rWI HEACEIRS Q& (D SHALL NOT BE USEV
<br />5 ALL SCREWS TO BE STAINLESS -STEEL 304 OR 316 AIS SERIES OR CORROSION RMSTANT COATED C�ASON STEEL AS PER LI Ir SHALL ES, THE REI5PONSiBlUTY Or' TIHE CONIRMTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER M TO BE
<br />DIN SOCIE W/ 50 "i YMIO STRENGTH AND 9C U31 TENSILE STRENGTH A %04 COMPLY W/ 4`1_014" GLIKINNO CODE -
<br />SECTION 2 3.3A. ATTACHED TO 0,1SURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIY HE ATTACHED TO CONCRIM BLOCK OR WOOD FRAME
<br />BUILDINGS,
<br />5 BOI,TS TO EX A51U AJO7 DALVANIZEILD STEEL. OR AISI 404 SERIES SIANLEES STEEL FIRM 36 ft MINIMUM VICUO
<br />SIRENGM, N)� EACII REGULAR STORM PANEL WITH LENGTH' , OWN 8'- 8 THACIAP4 12" 1% AS PER SUC11ONS 6, a. 9 4 1 0 AND ALTYRNATIVIS BW,
<br />7 ANCHORS TO WALL AS FOUOWS -W & ' OW ON SHCETS- t. 6 4 12 RESPECTIVELY. SHA�L ,HAVE A LEGIBLE AND ITCAVILY 'VISIBLE MQ`TKIN�� INSTRUCTING OWNER OR
<br />94ALL BE TrKAINT TO SECURE PANELS WITU APPLICABLE REINFORCEMENT DURINU PERIODS OF HURRICANE WAANNC
<br />(A) tQ_V=?B9_r9qft",lh'= Ii T14E INSTALLATION QNTRACTOR Is; 10 5EALYCAULK A41. SHUTTER COMPONENT IEDG,U W4GH REMAIN IN CONTINUOUS 1;T)NIACT INIH
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<br />- /4 it TAPCON ANCHORS AS MANUPACTURED BY` tTW BUiLOO. 041, Itto, Ii-11FLI? P�,i.) T14E PRAUDIFIC TO PREVIENT "NO/fAIN tNTR"ON
<br />- I/ - , . , ' CN_K--N ANCHORS, 45 MANJFACIURED BY "ALT INC, (MIN� I' -JUDO p.,L)
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<br />- I /A'. 0! SOLID-SIF7 ANCHCRS, RIBOW BY ALL POINT SCREW, SOLT 4- SINCIAL'Tif CO, 12, STORM PANEL WSTALIATION SHALL COMPLY WYLI SPECS INDICATED IN IRS DRAWING PLUS Wf BVILOIN�, ANO ZONING REGULAMNS
<br />(W" (".3000 "..') 'RUVIDED BY THE JURISPIMON WHETIC PERMIT IS APPLIED TO
<br />- #14-10 PANELMASEL FEMAUt 0 & PAhELMATE. PLUS ANCHORS, AS MANWACEIMED RY CLOO GONSTRUCT�ON PRODUCTS 13 (1) THIS PRMQI-� EVALUATION CKICUPIENT (P ED) PREPARED 51 TraS EI,KANCER IS GENERIC AND DOES ftC7 PPOVUL INrCRhMIKIN
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<br />- 1/�"* CF TAP-PFTP W-HQRS� AS MANUFACTURED Ell TRV-FAST CORPORATION (f'3600 P-1 FOR A SITE SPEOW, PROJECT. ,v WHERE THE SITE CONINTIONS DMATE rMW THE PED
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<br />M) MINIMUM EMBEDMENT Of TARPON ANCHORS INTO POURED CONCRETE SmQL BE I 3/4'r 2' FOR RANFLMATIF �EMAIE , T RENIB PEtFCnON, PURCHASE AND 'NSTALLACION NCLUQIkC LIFE SAFETY OF THIS PRODUCT
<br />BASED ON TH" PEE. PR VIDEO HE/SHE DOE' HOT DEVIATE FROM THE UONDITIONS DFINLED ON T-IIS DOCUMENT
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<br />ITT AND FAMEMAILE PLUS AND I f/A -GRIP ANCHORS 'ONSTHQCPDN SAFM ATOSITE 15 THE CONTRACTOR'S RESE NVBRI�
<br />A;') CALX-04 & SOJO-SET ANCHORS SR411 BE EM13EDDED 7/8" WTO THff POURED CONCRETE NO Ehla.'DMENI ZNtQ (,) MIS PFO�UCT EVA-LIA.MN Dff_UMENr WILL HE CONSIDERED INVALID IF UGNIIED,
<br />SFUCCO SkALL BE PERUMM 114- 0-20 SCREWS USED SHALL BE � 1/2- LONG MITNUM SHOULD STUcco EX-S-,
<br />NO I� MINIMUM FOR WALLS WITH No IFTUVCO� AND MAY OF HEADED 'CREWS OR AIL THREADED SCREWS W/O i4EAL). UU SM SPEITPr PROJECTS SHALL BE PREPARED BY A FLWIDA PECt-TtRED ENGINE" OR ARCHITECT WHJC" WILL BECOME THE
<br />80 WITH WINC� NUIS ENGINEER OF RECORD (E " ) FOR THE PROACI AtIo 41-JO WILL BE RESPO W,SierE POP TI,E
<br />ROPER USE OF -114F PX0. ENGINEER OF RECORD. ACAA� AS A DELEGATED ENGINEER To TIC
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<br />" III IN VISE 7H*Z PRECAST STONE PRECAST CONCRETE PANELS. PAVEM, STUCCO OR WOW BOARDS BE FOUND ON Mk P.E.0 �,GAIEZR. 9VW_ StEINIFT TO THIS LAFITP THE SITE SPECIFK� ORNWINCS FCIR RrEW.
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<br />EXISTING WALL OR FLOCAL ANCHORS SHALL 01 LONG ENOUGH TO REACH 714E MAIN STRUCTURE 13E)HINO SUCH
<br />PANELS ANCHOAPit SHALL BE AS MUMONED IN A 1) AND IN A,2) W THIS P.E-D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND =�VJK Of ME PROFESsMNAL
<br />ENOWEER Or RECORD ThAl PREPARED IT
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<br />9"AaNCHORS AS MANUFACIURED Ili I I W BUILOEV, INC 14 SHUTTER WANUFACTUREA'S LABEL SHALL BE LOCATED ON A READIL� VISIBLE LOCATION AT STORM
<br />- I' f*' 0 , 7/a' CALK -IN ANCHORS, AS MANOrAMIRED Of DOALI, INC (NIN. f'c.I`rEc p, i � PANEL SHUTTER IN ACCORDANCE WIT14 SECITION 1?09.9 3 OF' FLORIDA BUILDoNG CODE. ONE LABEL
<br />S44ALL BE PLACED FOR EVERY OPENING LAEIEUNG TO COMPLY WIIH SECTIO. f7OFS�,, OF 14E
<br />- 0*0 � 5/*' $OU-SLY ANC"OR5, AS DISTRIBUTED By ALL PORa SCREW, GMT * SPECIALTY CQ� FLORIDA �a,NLOO* CODE .
<br />(MIN, I'-rapo P'.0 -lo
<br />- J14-0 PANCLOATE FEMALE In AND PANELAIATI, PLUS ANCI'MS. AS MAHAJWTORED BY ELM CONSTRUCTION THIS Ostoon4o AU, ONLY BE: USED It) I
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<br />INTO STLECID SIULL OF PERMITTED 4/4' 20 SCREWS USED SHALL BE T. 1/2" LoNr, MINIMUM :iHOUTE TTCCm -Z * �_ / 07/n/Nm
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<br />fRODIETLEYAL,UATION REPORr NO, 20.072n.ai 3
<br />6. MATERIAL CHARACTERISTICS AND .SPECIFICATli
<br />Shall be strictly In accordance with General Notes and Components indicated oil
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No-20-176, Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E,D,), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on secCon 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 Tilteco, Inc. (Florida CA-0006719).
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<br />D�% TILTECO ACN40N RECORDS % P. E. REPORT.20 � GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED STrLL STORM PANEL� DRWO * 20-176 � REPORT # 200798,01
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<br />I I L �TIE C�O i �mc - �
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. TILLIT, M, P.E. fifrcCQ@WI,C0In
<br />PRODUCT EVALUATION REPMT R.P-P IJN� 44I67
<br />11,1�,A. L-'O. A05?19
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAME,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection-ftcluctL_=
<br />4800 S.W� 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION.
<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 />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 review and revision In case of
<br />a Building Code change that may affact its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1 � PR WLJGT EVALUATION DOCUMENT (P.E D_).-
<br />Drawing No. 20-175, titled -24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by T-ilteco, Inc,; signed and seated by Walter A.
<br />Tillit, Jr., P-E,; dated 0712712020. This dra
<br />Evaluation Report.
<br />6-355 N.W. 36th Street, Suite 105, Miami, Florida 33166 - Pb
<br />EGULAR & LIFE SAFETY STORM PANEL$
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<br />X6, SECTION X_X SIR,, - _____ -_ -
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<br />PR0DUC1-FVAI,LA1-10XREk0_RTNO. 10-0727M 2
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<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 16091.2 ofthe Florida Building Code, Uniform static leads as per
<br />Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated Oall 1[02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E, and Report No-
<br />0219.01-09, dated February 25, 2009, signed and sealed byEdrnundo
<br />Largaespada, 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 cifthe Florida
<br />Building Code. Test Report prepared by Anneirloan Testing Lab of South Florida,
<br />Report NO. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
<br />s[gned and sealed by FrankGrate, P-E, as perASTM L-8 and Tensile Testes
<br />perQC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />"TRUCTU LENGINEERING,CALr
<br />,��,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. design
<br />wind load, as well as maximum anchor spacing 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. Calculallons, prepared by Tilteco,
<br />Inc., crated 12/1 8110 and 08127113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P-E,
<br />3. MISSILE IMPACT tESISTAN .,
<br />NICE,
<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 LOADS RESI$TANCE.-
<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 />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 sheets 5, 9, 10, 11, 13 thru 10
<br />and 18 of 18, of Product 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 non -porous storm Shutter assembly, as per SSTD 12-99 Standard.
<br />PROIDLCT EVA1,VAJM_U9QRrNQ_&-== 3
<br />,
<br />5,� �TION�
<br />Installation shall be performed strictly in accordance with detaPs indicated on
<br />sheets 3 thru 8, 12 thrul 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, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />11-MATIERIALCHARACTERIS CS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on 01:10
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. P%J
<br />C -
<br />Z
<br />20-175. C14 ____
<br />to
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E,D.), drawing No. 20-175- CZ 1--.11
<br />_�J
<br />-3
<br />7_].WJTA__TIQNS AND-COND-11-10—S
<br />OF USE: --I
<br />7.1 � Shall be strictly in compliance with General Notes No- 1, B thru 14, indicated
<br />on sheet I of 18 of Product Evaluation Document (PE.D.). drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. T1111t, Jr., P.E. <
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES V
<br />as defined on section 1020.2 of the Florida Building Code.
<br />1
<br />7.3. Product shall only be installed into poured concrete, concrete block, and I
<br />wood frame structures.
<br />.
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida Licons �
<br />No. 4416n President of Tifteoo, Inc. (Florida CA-0006719).
<br />WATILL
<br />D_,�TILTIECOADMONRECORICE;`IP E.REPORT.2C
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