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<br />TILLrr TESTING & ENOINVEFIIPAIG COMPANY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC,
<br />48M S.W. 51 Street
<br />Dade, Florda33314
<br />1, PURPOSE OF_EVALUATiON:
<br />This is a Product Evaluation Report issuL'd h, Wafter A. Tillit, Jr., P.E. (System
<br />iD # 1906) to the Global Protection Products. LLC Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />This prodLCi IS being Issued an Evaluation Report as described heroin, 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 conditions
<br />2- EVIDENCE SUBMITTED:
<br />2.1. PRODUCT-EXALUATiON DOCLMENT (P.E.D.)
<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 sealed by Walter A.
<br />Tillit, JT_ P.E.; dated 07128,12020, This drawing is an integral pa,t14111it/Fes
<br />Evaluation Report. 0 F'"4
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<br />C3355 N.W. 36th Street, Suite 303, Miami, Florida 3316E - Phone- (305) 871-1530 - L t/lA NNN&HNIRA A
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<br />2,2,._TEST REPORTS:
<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 />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-670 dated 09/1811996.
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated IW05,'1998 witnessed by Gilbert Diamond. P-E. and Report No.
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E,
<br />2,3,,-STRUCTURAL ENfaiNI=FRING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Pa at for maximum panel length vs. design
<br />wind bad, as wet; 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 b) TiReco, Inc.,
<br />dated 11/O3IMB and 03/12115, signed and sealed by Walter A. Tillit, .lr., P.E.
<br />3. MISNLE IMPACT RESISTANCE
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 3, 10, 14, 15,
<br />1e, 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, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Docunant (P.E.D.),
<br />drawing No, 20.176•
<br />5,AASTALIAT"N;
<br />Installation shall be performed strict'y in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 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 Evaluaiirnt Document
<br />(P. E.9. ), drawing No. 20-176.
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<br />GENERAL NOTE'
<br />W=Anffi jaw 6A.. AY._:-: ..-_ , - v '+cm
<br />ER 2) N CASE THAT FRE: S' SIONE. OR PRECAST CONCILFrE PANELS 5;',X:(U OR WoOC DOMES TIP FOII.D ON 14
<br />CV57ING WALL WCHDRS SNN.I RC LONC EACALGH ITO RLLG TIAL YARN STRUCTURE KNND SJOI PANELS
<br />1 :TORY RANEE St- ,.9 DOC,AK1T7, ERE D; HAS BEEN VEMCFL FOR COiIPLUN4f N
<br />M-HCRAtf SHA,I RE AS MENTIONED N 6.13 AND N fI
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<br />ACCGRnW.i rTH r, .c FIORrtM ERru-M+G COVE
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<br />DESCH WINE LOVE SNMLL B( Ci ILNINNIED AS PER SEC: -ON 1620OF THE NAM wrNrOHED "COE,
<br />- 1/4.9 )APED% ANCHORS, AS IAWUFACTUAFD 6r � W SUROFX. AC.
<br />FOR A WINO SPEED AS RE0,1!RED EN T19E JVRISI1CPION WHM TRIM SMVMPS WW_V 8r iW,IALLW. ANEM
<br />- /14-10 PANL.IMATE FETWAlE C AND I1WOAATI' PU,IS ANC,HCIRS' AS WhirNACTURE4 RF LI.CO CLIN5TRWCTIOA PRENTUCT5
<br />FOR A DRECIACK _HY FACTOR Nl-0.85 LIS NG ASCE 7-16 MID SNAIL NOT E FILE 1NF N-WTIu !A 5i, 0 t
<br />• 1/4 LAG SCREW? PER NCS
<br />rIESIGk FRE55LPRE RAlTNyS RrpCATED ON SHEETS 7 1AiBB.t 12. 14 :5. I6 R & ,C'l;F
<br />- 7 1 9 I' '6' WPw1 a
<br />/ 6 s/ ..L AVJSH rC, AS 0IS11I16477ED By ALL H,"XA' ",:,:RETT. a0L1 A SFE.tl:IAE"Y CO
<br />A R 1' 1 FORLN: 70 VERRl' T1F' AP04F (YRIDITION V RYA F SADIL R FAF' 7- I L OE KTTP LOADS Orl!F Idaw'O ,A ASCE 8
<br />C 1; M PHRG('rF,I RETIE: IN{0 'WCxAT 01 rAw:cN ANCMCRS STYJLL, 6E 1 r!2•' Myi' I' Fr
<br />' * EICV PAN[i,YATE F•LVS
<br />SHALL BE R[EN.CSD TO ASa OLSCN LO,ARATIN Y04ACCYu.l' TF9'4 6P' D6 IN ORDER TO
<br />E PA
<br />RANFLNUE ,FNAL.E' Rl.
<br />AT
<br />(WHOSS
<br />THESE 17R
<br />COMPARE TNESf W/ NAA (AS D) 'DEhGM PR{fSItRC RATINGS i1DIGA1'EE qR 51•!ErTS T 'NATW t7. I♦ E,,i, ud. 19 A '.0
<br />IN ESS F iV ATS Ow iNl$ F WERE Nor OVER STRESSED, A 33S NCR01TE TO A;t-r2fAaLC
<br />C ); Y11O IM E'NRFII r PENETRAI)RN CC LAG SCRE4. AFO T-E WOCO FRANC IANr SHALL 6E ' 112' W CNIIFACEL'
<br />PCH[IRAT�ON RNTI) STIXCC! SIAI 6E C0NSIXKO AS PART I THE RC%,IWV THRFADFD PENIETRIWON
<br />WINVERD
<br />U OTS 4CR NA YSJSTE
<br />STRESS FOP wWp LOWS WAS rig)], USED ,N TSIEW ANN.YSIS rAS1ENER5 SPACING FV WDaU NAS BEEw O�CTFNwhVF.O IN
<br />hU
<br />ACCORDANCE WITH NOS 2016
<br />Ca NARNI.w COOK EASTANII OF LAG SCREWS INTO*000 SH.AI.L 6E AS .NDCATED IN `HIE 'dAWTFC
<br />STLAIN PANEL'S AOEOUAC, FOR FORAM AND ATI WSMANCE HAS BEEN VEANEU IN ACC,)RDNN I! WITH SECTION 1676 05
<br />THE MOVE MEMtO•NFD COCE AS PER HURRICANE ENGNE£ANNO A TWEG INC REPORTS 96-A9, 96 5)C A %-73O ANC
<br />C41 WHINAW PEIETAATCRI OF WOOD W506W SHW K 5/6' 1/4' IT20 %Kwi US(O S , RE1 !/2' L,,)K NI4,1WIP
<br />rEME'3TAG ]TIRATION TLAB NC.. REPO" r2032 i t2126 . AS PACTOCOLS TAS-I9l tAS-70: AID TAS-2O3
<br />SNOWED STVUC EXIST ANU " WNWUM Na AALES IRTH NO STUCCO
<br />AS WELL AS AMERICAN FEW LAB OF SIXTH FLORIDA WPM API=601-09. AS PER TAS 201. TAS 2% AND,
<br />!AS 703 STANDARDS
<br />C 5) A CASE THAT ✓RECAST S"LNNE, OR PRECAST CL.NERETC PANEL: 5TVCCO OR W000 &,AAOS BE --3ND ON THE EWt$Ta
<br />WALL. ANCHORS SMWL K LONG CHOI TO WA04 riE MAN 5'Nuirutr EIII S�cH PANCIs
<br />- Ay NLRA TN FXFR15,'UNS 'O KW63-15 K Ory AND 'EMPER (UNLESS OINERTFSE NGTED) SEE SHED 2
<br />ANCHORAGE SHAL. BE AS C MENTION - IN C.1), C 2) A C a)
<br />' � ALV:.NIJIN SIEn HEINE USED At CEPSURES YHAll HArC 3105-N14 ALLUV
<br />(0) AN: %IS SN,Nl RE %51N',M r04LOWWr ALL :Y 14 RfCOMYEN0--,NS ANC SPLCt1UTW1M5 v: T!E AN, H HS MAWFAZY-,ft(P
<br />' N,L STILL 1XV METAL PANELS SHALT wAVC STRUCTURAL DUALITY STEEL. ASrW A-653 CRAM SO MNI :-6o
<br />CA' VA.T2ED ':TEFL OFyGNAT1aN W/FY- 5a 3 W, (AFTER RIOIED)
<br />a PANELS WY ALSO SE IN^ALLED HOR LIUNTAIi! -OLL- W- ASALAT\:N '47L.LS SHOWN ON SECFC N 3 TWDC ;� 1C (SHEETS I
<br />IHADUN2I 6) EXCEPT •HAT NEADCRS (22) A Q SINE NOT BE ;'St-
<br />5 ALL SCREWS '0 OF SIINN 5 STEEL )CA OR 316 AS! 9EAWi U2 COAHA .`N RL6N5'AN1 COATED ITAR90% S _L, G 'ER
<br />CAN w/ 5C CI rR1O SIAFNC:TN ANO 90 la. TEA-yLC 5'RENaM A YIN. CaAPIr w,, rI VRtDA 904D1NG CMIf
<br />A 1T 9,AE K THE WSPONS9WVT` C'r 'K :OMTRA4'CR G VERr',' TiF SC',JNONCSS O/ THE S1RUCiLWE MIERE SNJT'FR t5 TO OE
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<br />ATTACBM TO WiURF PR:A'ER ACNCAA(A S WNJ EP 5.14, CIa I Rf ATTACHED TO CONCRETE BLOCI OR ROX FRANC
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<br />5 IIII TO BE ♦STLI A-301 CI &N, TD STL-LI, OR AS 304 SERIES SINNRLSS SIf E'_. MI. U, a¢, ,AHO.W -"ELL
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<br />10 EACH REGULAR STORK '"L WrH LfJS;TWI CKP '-S THRIx,GI AS - �TEFI SECTIONS 6, S. 9 A TO AND AL`E'RIT IRS aW.
<br />7 AC1Wf.WS YO WALL SHALL K A. .011,AS
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<br />9% A Now ON SK011 5 6 a 12 RESPE INE,.r. owl AVF 4 EI.r BLL AND READILY V15WI AN 4I MARKSTRUCtIHG OWNER OR
<br />TEwu TO atCVNi: 1ANLILS WAIT APPIL J-WI£' REINFIARCLMtNT UI,IRMA'. PRAXIS Of HI RRTCANF WARNING
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<br />!'I `I1F IIISINIA'A,1w cl?IIAXn.;w IS Ill SEAL Ch LNR .iAl SNUT,ER VIV.01IFNI EDGES I-rCH BILIANH N IZATINTI :DlIACT WFIH
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<br />TIAE P!2LrnNG tC KAI.CNT WNOI"RAN NTP,y,I
<br />. Ile f F 7/B' CALK-N ANCHORS'. AS A IACTURED 6Y DENALI N,. IX I "r .YAa pA
<br />- S/L'A v 3/4" 501JC-SET NK'YITTS, AS MSFARfNTCD SY ALL PI SCREW fKITl A ;PFFNh' [:O
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<br />P'TERN L'r/ANl1 FA'S,H[AM
<br />'Fl Fi+Y APPitv TO
<br />- I I RANEI.NArE FEMALE ICI A PAWIN4'L PLUS. ANCHFA S. AS MANT PAILWAt.0 01 FICL CCH'%X,,r; N P IIXIKAS
<br />13 {AJ M15 ANODIKI LVALUATILVN DC)CUMFHI IV F F', I PRrRAF0 B" ,HIS EN!;VEER IS 4ENFWC +lip OTI NOT FNKMCE INF„"Ri
<br />(MN I't-3350 ps.)
<br />1 /I'f Cr TAP-1.RIP AM_Y A$ NANLUAEIUWD BY •R,'.-PAS' "CI `tATlO4 fI' 1600 i a, 1
<br />FOR A SITE SF'EGKIC PROJECT. ,. WHERE T14 Sr'r CONIRT,CNM EIFYMTE FROM ME PEO
<br />1P) CONTRACTOR rC BC RESPONSIBLE FOR THE SELFCIOW. PORCFAst AND INSIALLAr.DN NC,uow; ICI SAFE CIF (HIS "400UCt
<br />A II ANNIM,I.1 EYsLDY[Nt 01 rAPCON ANCHORS NtO POI CONCRETE 5lAL. BC 3!f` [- FOR PANLAVAiE FFTAN.L
<br />BASED CW r . S P r C PR JVEIED HE/S'•E VXS NOT DEVIATE rRI THE CCRKNIICFLS OFTALE'U ON ',14 OOCNAENT
<br />,D AMU PAENATE RLVS ANC 1 I/4- FOR Cr TAY-vR!R ANCHORS
<br />CCFtS'ROr.T*. S017'1 AT SITE 5 T1E OCINr CrOR'S R(SPONSBILR`"
<br />A 2) CALA-W A SMAL-Sri AMGIp45 SHA4, RE EVK! 1FL 7/8' MO THE POURED CCAN:RCTL Np EAADEOWNI INTO
<br />(,; 'HIS tINONCI ENA,LM-Om ;OCVMEN! WLL 6E CENILoI MYA,:D IF ,iOo,nEL
<br />STUCCO SHAL_ BE PERNFFIED 1/4' TA-20 SCRM USED SHALL SAL BE 1 1/2- WIT,,R.WA MPA yTOA.•LO STUCCO (2TST.
<br />NET W 1' NAIVM FEW WALLS RATH NO STUCCO. AND NAY 9F HEADED SCREW OR A!. TIRIEADL0 SCREWS W/O ,ICAC.
<br />(d: SELL SPECIFIC PROJECTS SHAI OF FIREAAE" M A 'LURDA REG15iRED ENTI ON A"TCCT RI RAL BEO0W FRn
<br />40 WHN,wNc NUTS
<br />IHO9NE(W Or RECORD (E OR) FOR ME RWCKC• AND WHO W, EF RL5PONI FOR THE
<br />°ROPER USL CA TW PITD CN WEIRR CIERECORD ACTIFY A, A OELECAU0 ENGINEER TO THE
<br />A 3; N CASE THAT PRIfjST SIONE PRECASI 1:X4'RE'E PANELS. PATTERS.^.'CEO Ot WOLC IXWNDS b FCIUNC ON -HI
<br />F.EC CNCINEEF, SHNL SuSi TO - LATFER FIR SITE S-EXK ?RAWNCS F0A W,Ew
<br />EA}STAW: WA.E OR FLOON. ANCHORS 5NAL1 K LONG ENDOW TO FRI THE NON STRUCTURE BEI 151)C-I
<br />PAWLS AHCHC/ACF SIMLL BE AS MENTbNEO IN, A1) AND N A2)
<br />-
<br />L") 1H15 > E U S,iNL BFM THE AATF AY-' aR1G'a�ML 1EX A-D SIffM JRE L% ,HE ONR T5SgN4
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<br />1,, / APCON ANCHORS AS NANUrALTLREO BY I- 1 w SEALTXY. ,WC.
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<br />SHALL RE PLACED (OR E+FRr PI'.NNC I-ARE.I,NG TO -,„ ,. TMN ,.EC.rKW 170991 OF 'HE'
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<br />MA'EERIAL CHARACT R(STIQB AND SPECIFICATIQ I— ,
<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 />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- UMW-TATKMS AN�N�ONS-OF USE;
<br />7,1. Shall be strictly in compliance with General Notes No 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 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- Till, Jr., P.E.
<br />T2. Product may be installed within HIGH VELOCITY HURRICANE TONES as
<br />defined on section 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 />GALVANIZED STEEL STORM PAINI ORW R 20.1761 REPORT B 20On&O1
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<br />TILLrT TESTING 6 ENGINEERiNG COMPANY
<br />wALTEa-n TiLur.fx,PE. PRODUCT EV,�LV t3iyREPORT IT`-
<br />ATi T-
<br />1,1..A ,c ..- 1x4 '
<br />REPORT NO - 20-0727.02
<br />DATE: July 27.2020
<br />PRODUCT CATEGORY Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtectLon Products, LLC
<br />48N S.W. 51 Street
<br />Davie, Florda 33314
<br />T. PURPOSE _QEVVAL- iATtQN;
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr„ P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61G20-3, 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 affect its limitations and conditions
<br />2 EVIDENCE SUBMITTED;
<br />2.1. PRODUCT ALVATIDA119GUTAENT-P,E-D.):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco. Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P-E.: dated 07/2712020. This drawing is an InteRtgTd+pit 'ui$jtis
<br />Evaluation Report. ,'s -,E�, :..14Z,''',
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<br />COMPONENTS FQR
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<br />DETAIL FOR SPACERS REQUIRED AT.TQP OR
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<br />6QII4�L JRACKS ADJACENT TO sTUCco/�1Q0@_D� . f+I Is Rt0► ,' ' ^ yr:°FL :� :`":RCR�R"W 20-176
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<br />2.2. TEST REPORTS;
<br />Large missile impact ;clad tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111,`C2 witnessed by William
<br />R. Mehner, P.E., Bartz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2001), signed and sealed by Edmundo
<br />Largaespada. P.E. and Henry Hattom, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Flo,, ida,
<br />Report No. 1123.01-10, dated November 23. 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test Clv1-
<br />report No 9 198 byQC Metallurgical, Inc.. dated Merck 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per CC Meleflurgical Report No, 1OKII318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P,E. as per ASTM E-8,
<br />2.3. STRUCTURAL ENGINEERING CALCULATi9N$:
<br />On 24 Gage Galvanized Stee Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wird load and panel
<br />length based on rationa; and comparative analysis, and in accordance with
<br />section 1604 of the Florida Buildir•g Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1&'10 and 08127/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr,, P.E.
<br />3..Mi.^56 LE IMPACT -RESISTANCE:
<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,-WNDL�1AWRW.$T NCEt,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12� Standard.
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<br />Installation shall be performed strictiy in accordance with details indicated On
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.O.),
<br />drawing No. 20.175 Minimum separation to glass shall be as indicated on
<br />sheets 3, 6 13. 14. 15, 16 and 18 of 18. of Product Evaluation Document
<br />rP ED ; drawing No, 20.175.
<br />6. MATERIAL CHARACTEFU$TICS ANp SPECIFIGATIONS.
<br />Shall be strictly w accordarwe'rJlth General Notes and Components indicated on
<br />sheet 1 and 2 of 18. of Product Evaluation Document (P.E.D.), drawing No,
<br />20.175,
<br />Anchor specifications shall be as Indicated can sheet 1 of 18, of Product
<br />Evaluation Document (P,E.D.), drawing No. 20-175.
<br />7, LIMITATIONS AND QQITIONS OF US.E;
<br />7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No 20-175
<br />prepared by TiReco. Inc. and signed and sealed by Walter A. Tillh, J' 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 />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. Ult, Jr., P.E. (Florida License
<br />No. 44167), President of TlIteco, Inc. (Florida CA-0006719),
<br />wanu
<br />W[ TILTFCO ADMON RECORDS, P. E. REPORT.2C
<br />GA.LVAN12ED STEEL STORM PANEL 1 DRTWI 20-175 %
<br />1/4, 2/A, 3/4, 4/4, 5/5, 7/5,
<br />1w/10, 2W/10, 3w/10, 4W/10. *6/5
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<br />3' -, A1As[,R5 FOR CONCRETE SLE SCKDULE OR S9LM a A 9 3' wLl,
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<br />FOR *000 SEE SECTKM ON SHEDS 10 A 11
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<br />INTO EXISTING POURED_ CONCRETE OR 0 NCRETE _BLOB STRUC URES
<br />POURED CONCRETE RGUREO CONCIII TE POURED CMICFtn
<br />OR CONCRETE 61ACN OR COWMIETE BLC It OR CONCRETE BLCCN<
<br />REOUNm CONCRETE AAeHM REGUSED REOURED
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