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<br />TKAFT TESTING S ENGINEERING COMPANY
<br />MjiT_M_A. TTLUT, JR., F.E,. - ___ tdw . lwl.c.I
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<br />EVAWADQN-REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE* July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Par,,lS
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: CilobalProtoGtion PrQ0u0,* LLG,
<br />4800 S.W. 51 Strc-:
<br />Davie, Florda33314
<br />t-PURPOSE-OF EVALUATION:
<br />This Isis Product Evaluation RfWri issLiod by Walter A. Tiillt, Jr., P.E. iSystem
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is C101ng iSSUIld 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 lo verify that the product Is for the purpose rilended
<br />at least equivalent to that required by the Code
<br />This Product Evaluation Report shall 7e subject to review and revision in case of
<br />a Building Code aame that may affect Its limitations and conditions
<br />,
<br />2._E DEN -15M TTED:
<br />� YL _C E �$M - f
<br />2.1. PROQUCTMLUATION DOCUMENT (P.UQ.
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 o-'215 prepared by Tilteco, Inc.: signed and sealed by Walter A.
<br />TdIrt, it , P.E.; dated 07i'28/2020 This drawing is an integral part %LMIS.", Evaluation Rtq)ort. "o,
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<br />6355 N.W. 36th Street. Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - Pwr,!ellij�* . , 4'1'
<br />PRODUCE K%-_AI&jATlQN REMR-1- = _2*012LU 2
<br />22-MW 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 08109/19-06, #96-570 dated 09/1 8/1 99e.
<br />#96-T30 dated 09/2011996, al! three signed and sealed by Hector M. Medina.
<br />P.E., Fenestration Testing Laboratory, Inc. reports At 2032 dated 04116119598 and
<br /># 2126 dated 10/0511998 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 oy QC Metallurgical, Inc,. dated March Q, 2009.
<br />signed and sealed by Frank Grate, P,E
<br />2,3_STRUCTURAL SNGINFEEWNG CALCULAIJQK5:
<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 it accordance with
<br />section 1616 of the Florida Building Code Calculations prepared by Tilteco, Inc.,
<br />dated 11103t08 and 03r12)15. signed and sealed by Walter A, Tilid, Jr., P E.
<br />3,_M11LEJMP_ACLRESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MND LOADS RESISTANCE:
<br />- $��
<br />20 Gage Galvanized Stepf Storm Panel has been verified to sustair wind
<br />pressures. Maximum panel length shall be as Indicated On sheets 8, 10, 14, 15
<br />I I5, 19. 25 arid 26 of 26 of Product Evaluation Document (P F.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, Cc. 10, 11,
<br />14, 15. 17, 18, 19, 20 25 arell 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />&INSTALLATION',
<br />Installation shall be performed strictly in accordance with details indicated an
<br />sheets 3 thru 7. 10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document
<br />(P.E.O.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14,16 25 and 26 of 28 of Prodict Evaluation Document
<br />(P.E.D.), drawing No. 20-1 76,
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<br />NAIII&.13,R-211-11" 9ffiYW"=9iW_13M_ft11" CKtSTW WALL ANCHORS SKki BE LONG EHOilr- TO REAL> 14 WNA, STfthLTURE RIRvD SvOl PANELS
<br />- "001W PANEL 111,14e, 711' I,11, ll0 .;1.00 r44410,14701 WUMENI IPED) HA& OTEW 404111r(i FOR rQVPl.AlCI IN A4tI,IPR,G( SHALL OF 06 MENUINED IN 0 1) AWJ IN R 2)
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<br />OES%4 *" LOADS SHILL BE DMRMI*.D AS PER SECTION 162,jOF THE A&U`K WWIONED CCIDIF - V:-V UPCON ANCHORS. .5 MN1.lPAC`TII$i6 BY 1'. G.ILDEX, MC
<br />eCIR 04ei SPEED Is wo""I"Le BY THE 4LAeLC,CeCF0N *REK tei[St %%MRS fti Ter NVIAL,n AND- #I - " "ANELMAlf FCMA` f ic AN, PmertMATE P.,,r, ANL3-,cRci AS eAANL_,vwr B, ti,i) ,1)4v,P`,cnCH PROM-KIS
<br />Pce, A DMOIWWTY rACIDA Km-44t IDLING ASCE 1-16 AND 5-Al1 NOT EXCUO 114 M&\KAAI tASO) - 1/4'. LAS SCPE" P" Il D.5
<br />OES4I, FRIESSURIE RATIKGS NOICAFED CIR tKIIIIII 7 TWP I'?, 14 I % Tfl. 19 A ":D - I/W, , 5/e* wor)c BLISMING, A,, cwSlIkAgott PN AU pOPlI sI;Rk* "J & SPECIAL, cc
<br />N OROIEP TO VER,PY TIHE ABOVE DDND8IiU*. j.?IAbIlE DESIGN WN0 LOADS DETERVIR4ED PER AS" 1-t6 C.'! M" eLIM TW^EADED PEWTFM;" INTO *OCc C1 TAPCON 44CHOW, tf BE I 1/)^ -C 2' Z1W RCO -ANMVAFE k'WS
<br />SHALL BE FIRST ArM4ED I O D DLWN M� tOAOS BY WhIlPLYW. ,WM 0 5 6 IN oRM IT) AND PANFLMA,[ FEMALE In
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<br />� :) VR*41`r POI LAC 0 PENCTRATON OF IAQ StRVO, #PO IHIE *0AX FRAME ,M' SHALL K 1/1' 46 (I-10PAWD
<br />-N ORDER 10 VVWY THAT ANCHORS OM THIS 0 E CI AS tiCSM WE'VE NO OVER _1fK1;S1 Li A 15% 4"WAS1 Kr w * 0*MPEN TRAIKIN 0170 Stucco SHAG. BIT "CeNwIlto As :PAPS OF TT4 9LIT'MED IN11EADM PENCTRAro"
<br />STRESS FOR "Nit, LOADS WAS LLQL uSft,41 RH!Eefe MelLms rASTE3NEA3 SPVjNr To *MZ HAS BEEN DETFAwNED N
<br />. ACCORCAle" WRTH N,D�& 20.8 C `, MM eUIIA FOR MS'AWE Of LAC SCREE . INTO W005 SHAM @I Ad 'NOCATED N M15 3RAAAWC
<br />AND Wf4O RE�F
<br />STORM PAN(L'S VLOLMCT ACCOR fOR IMIAW,r HAS BEEN VEWIED FM 0,MICA w" %Cnoei M26 N
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<br />PER RUPOW.AhE C,WA%UeNkG A TE9W 04C REPORTS 96-5n. 96-570 & 96-T30 A" ��Ako PEN71'ev",04 (IF *Von fe`jSHeNG SHALL St BE lk' I/-' #-ZU SCREW, LOSED 5*Lk! W. 1 *12* ,OK wrlv,�
<br />I *HE ABOVE MLNI*NM COOL A. PLR
<br />FENESMAI�VN TISTIeK LAB W. A"?$ #2032 & #21.* . ASFRO1000tS TAS-PD1. TAS-.2W ANQ 7m-xA 9IU0 51voco 00,37 w4f) 1* wwleIm file*411�5 001TH, No sr,emo
<br />As *W AS AMEMCM Tf5V LAB Or SWFH FLORIDA RUPW JC2160t--09. AS PER IAS 2W. TAS 20 AND
<br />') 44 [AM T)-Al PREt" T�cl*- OR VNECA.� CONCRETE PANE,5. STUCCO 00 IK*V BE �00 ON THE CAW4
<br />US 20 SIANOMFOS C_ eGARD5 Fee, ,,L
<br />04 - 4C,IJRS Aki 81 LOWC EKOUG'k TO WAC9'I W MAIN STReuPTURF 604ND SUCH PANELS
<br />2 ALL AUNIMIL. 0411.140NS I, K 6053-T6 ALICY AND TEMPER JUNLMI OTHERMIL WEE) SIX %Ht 7 ANC 4DRAII &HAki % AS UENTIONELI . C 1) C 2) & . 4)
<br />.1 ALL ALUMOW41 WEI VIT04 UV,D A; C4MWRE5 SK4.L WAW 3114-W4 ALLILM (01 ANC"00- %A%- K W57NLU1 FOLLOWING At, OF 1Hc $mexWWWWAI"cAl5 4.0 r, cglc,.IK,m O* THE AW>Kw" mA%.rA1T1PcR
<br />& ALL SIM SHEET IIMAY 'AMIS SKUk MA f SrAIMI'LAtAl, O1 PT STM ASINA A95,1 CRM)E W M44A)m 50
<br />IF PAHF.i MAI ALSO BE WSTALI.M HOW04FA"- TOUDWNt. WSTAL,X". DETAR5 1HOWN Ov, wq�,-,w 5 TY*C1',- 10 (SHEET- ,
<br />C�_VANWED STEEL CE54FATICIN Kirf- S8 � W (AFIER FOLLM)
<br />"(";K 61 OlcfP -A' HEADM (Z A 0 %4AA NOT BE Ltsirl,
<br />5 ALL SCREWS TO ILE STAINLfSS $TFEL 304 OR 116 ArSi SIVRC1 CA CCO:1101,00N RESISTANT C!UM :,441104 STEEL AS PER 4 0 ENNA BE THE QtT0-:ONSOWIrY OF Tif CONTWIOR 10 VERIFY THE !,W)YONESS OF 119 SIMILTI-PE W,4R[ SWITER K 1`0� K
<br />'AN 60me L 9�3sc I. mic "*rNII7H AND 9c m. TrWXE SIAENGTH 11 vw" COMPLY %/ FLoRrA IWKVO4 ('"WE
<br />LURE -PoPtp "COORAu
<br />SECTION 2. , 3. A11ACHEO TC 46 TH`5 wirIER SKA-L 041y K AtTA(XI) 10 COW*M 3LDC- OR WXX f*AAh
<br />1KILDING5
<br />0 BOL7.5 TO BE A51M A-M7 CALVAN1711) SML, OR A615, !Q4 %iWS V.Met-ESS STEEL_ W * I- NeRmull WID
<br />SIREM"R 10 EACH REGC _AP STORM PANEL WrV LAIWITIRS OVIII 9-6 T-Q01'. Ij .' AS PER 5ECTION1 6 A. ? A10 W AV.ERhKJ.T$ 9W.
<br />" & IOW ON SHEU5 7. 6 & 12 RESPECTIVOL'. SHA,1 HAVE A ' EOSLE AeVc READR.1 V15al MARILAW. &7RUCIIING M*" OR
<br />I ANC1,40115 To WALL. SHKLI 9L AS Ecurjw5 7VAMT *0 SECLAE I'ANELS M!I4 AF"f-4&LF 11rTW(*CtMtNT CkMllC PEA GC OF 1WR&C,ANF WARNNO:
<br />_� *.,OH qcMe. IN e'�AIIHLQL�S ILPIf . .1.
<br />(A) MJX,SiiL F'OUF6S C0firm-It I' IHE HSTAI ATKIN CWTVACII)k 15 IO 'EAL.1CMe.. A., S'Al-.,ER ,'-Iie.oA,n" fMt ACI
<br />- T14'0 UPCON ANCHORS' AS MAeY,I1AC'TYktM et I; * MALOEA. INK (MI, fc-)I92 - ) _,( k1.D41 It owww" weir/RAM .tTRx*
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<br />I,4' # I 7/6 CALK-& AKPa. A$ VAKIFACTIPeEV BY IIIEWALT INC (MIN $'c.3UDU 1
<br />- ,,,4-* I )/4* 1GLeD-SET AA4w)RS, AZ oWROLFUD w ALL rope( scRL*, BOLT * WcKrr CO 17 STORM PM:t V41AILANU,, SHALL COMPLY VrM4 Y�ECS --DCAIED IN TAl DRAMNG PILLS IN, LkQ&E--� QW ZONING RFGuLAtW3vS
<br />(__ F3000 P ) PRQVOEO f, THE jUfOTDC?T0" WHtCK PCQUO IS APPLIED TO
<br />- # 14-ID PANILL"IT ft"r V A( PANfIMI �145 &NaIORS. AS AINKRACTURW 91 EMO fONST1hJCT4JN PAIMA-m 13 (,) 1145 'RODOCT EIMIWATION DQC%WRT JR( t) PREPARE''el' TNT EWEER 15CEW_A' AJW �tS W *WPACE INCLIMMITOeY
<br />(.Al, 11-34w TA.) TOP A SITE SPIECICK PQDjCrT- . e WW_K rK 51TE ln,Ck'"Wr WRITE FWW III PE :1
<br />- 1/4'* OF TAP --ram AKI>40k Ac, WAV_fA ftlffie(l R, 'RU-A51 COINNERAT,ON 0,.U,�,O jel.1
<br />10 :34TFO70F Tr LIE FMSPW*,f FOR ,HE SUECTIGS, PUKHALSE AND INS' --ON INCLUDING OFF -INN TV U I`Hl� KMT?,Cl
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<br />& 7) 101111110.160 EMWDWNI OF TAnDft AN H�AM WO POAM CONLRETE SHALL M 4/4- 2- FOR FAV,eMATF ;EXMF WEE, ON 1w. P E r, PPOVKALO If-,slie D= NOT 417vifTw PROk rIf CONOWA4 X'TewCD ON TNT; DDCuW41
<br />-0 AM PANUWIIF -04 W1 I -/-* FOR Cf W-GRIP ANCHORS C-CINSrACTION %AFM AT SITE 4 7#1 CONTRACTORS Rvspousiemm
<br />A.2) CA" -MI A 10.1da-5C'. AHC.045,:HO� HE (MIREV"IJ 7/6' KITH VY,r POQREV- tt^-LKTE NO EABELAKNI hTG (r) '-K C K-IOUCT EVALLIAITOel DOCLVENT ell 21, CONSIDERED INVALrd W ODUIM
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<br />M.W141 wrc� N.m iNGINu!" Of W-COK (E DR I FOR THE FItM"T ANO 1164: WILL BE RP-9po.sIBLF FICA THE
<br />PPOK t USE V TK P E D E14MMP OF KtOnD, AC1W. AS A CC-L-WED FINGPCEP TO T,g
<br />A 3- IN CASE 'HA' TAQECASI 5-04E. PWCATTI CONtPOTE FM,ELS. l`*VotS. STUCCO OR WWO .-OQ" K 1cVVI; ON •fu I E C, rNew-A, SHALL W-111AR TO I .IS LA.T a THE IrT 11"E"PIC DRAW`,Nus ReP, RIV"
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<br />PANGS ANCHODWA vI,L, OF -L-2 Ve0r,014131 w - 1) AND lN A 21 W !IHIS , ED OCAS,. " THE DATE AND CAGNA( SXAL MCI S*NATjft DF .ME PROrt S1510kAL
<br />fetrAWIN Or RECORD 407 PREPARED IT
<br />fb1 IR-Lil�.L ..GcW" A.aILA L-W - SKFFXR kkh'J'ACI'�n,5 LAW1 SHALL IN XkTE,l PIN A PLAW IliftE LOCA'IOII AT STORM
<br />- I/ ' # TAP" ANCHORS AS MAAUFAC`7UNFn BI I T * IeALCCV� edc
<br />PN&L SHIJIEP IN KCORVANCE WITH, SCITION I �09 9 3 M FLOWIA RVkDW, CODE ONE LABEL.
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<br />- /:, . . 7/8' CAW- Aw`HQQS, AS MAN,IgACTL&K a, DCWA,r ARC (AN, ,F - 15oo P ! SHALL 5f gLACtU rDR [VERY QPFKOIG LAJK15�' TO COMIFI-T WIHI Sl!CIKM 170997 OF IW
<br />. I We I 1/4- SOAO- Sa ANCHORS, AS DISTIUSLITE-V BY -11 POW. SW*. B(kI A %PErikrl 1(0 , .oPn,I 3, 0ING WOE:
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<br />0- MMORIAL CHARACTEMTICS AND SPEIQIMATJONZ;
<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 oo sheets 1, 7 and 21 of
<br />26 of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. LAKATI-0-N6 AM CONDITIONS OF USE:
<br />7.1. Shall be strictly in Compliance with Gereeral 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 Tilleco, Inc. and signed arid sealed by Walter A Tillit, Jr, P.E:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section I M 2 of the Florida Building Code
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structums
<br />Product Evaluation Report prepared by Walter A. Tillh, Jr., P.E. (Florida License
<br />No 44167). President of Tilleco, Inc. (Florida CA-OOD6719).
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<br />D'. TIL TFCO AC'.40H RECORCS P. E. REPORT 20 � GLOBAL. PROTECTION FRODUCTS, LLC ; 20 GAGE
<br />GALVANLZED STUL STORM PANEL( ORW34 MI 761 REPORT #20-0"Ib.01
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<br />TILLIT TESTING & ENGINEgRING COMPANY
<br />WALTEFLA TIT.` IT JL, ? E. PROUVICUKV AUAMNE"OF-1 " - nits ,, � �.!, -
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<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-Protgr4on-Products. LI.0
<br />48DO S.W. 51 Street
<br />Davie, Florida 373314
<br />1.PURPOSEOF EVALUATION;
<br />This Ise Product Evaluation Repcr lsmirc.-II by Walter A. Tillit, Jr_ P.E.: Syti,ten,
<br />11) III 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method ID 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 lease equivalent to that required by the Code_
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />- ,I Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21. PROQt)CT1EVALVA.TtQX]D � _QCUMENT tp,E.D.;:
<br />Drawing No. 20-175, tifled '24 GAGE GALVANIZED STEEL STORM PANEL'.
<br />sneers 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
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<br />Large missile impact load tests were performed under SSTD 12.99 standard as
<br />per section 16091.2 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 %rida, Report # 0814 01 -01 dated 0311 V02 witnessed by William
<br />R. Meliner. P.E., Soriz Moroz P.E, and Henry Hattern. P.E. and Report No.
<br />0219,01-09, dated February 25, 2009, signed and sealer, by EdMUndo
<br />Largaespada, P E. and Henry Hattem, P E Large missile irrI and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1 ' 609.1 .2 of the Florida
<br />Building Code. Test Report prepared by Amencan Testing Lab of South Florida.
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jullio E.
<br />Gonzalez. P.E.
<br />Tensile test report No 9CM-10-8 by QC Metallurgical, Inc, dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QCMetallurgical Report No. 1OKM-1318, dated Dec -ember I 2010signed
<br />and Sealed by Jerry Jactofano. P.E. as per ASTM E-8.
<br />2,14TRUCIVIRAL KW1NEERLNfp_"A CULATKMS;
<br />On 24 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 rationsi and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code Calculations prepared by Tiltec'o,
<br />Inc., dated 12118/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A T11111, Jr., P.E.
<br />3_ML5$LE IMPACT -RESISTANCE:
<br />Large missile impact under section 16091.2 of the Florda Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4? WIND LQ_AM JR-94IM-TAN-C E;
<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 too as indicated on sheets 5, 9, 10, 11, 13 thrLi 16
<br />and 18 of 16, 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
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<br />5, INSTALLATION!
<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. 15. 16 and 18 of 18, of Product EvalLation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHIARACTEWTtC,S.AND SPECIF[CAM K&- Shall be strictly 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 />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P. E.D. ), drawing No. 20-175,
<br />7. LIMITATIONS AND. CONDITIONS OF U$E;
<br />7A Shall tee strictly in compliance with General Notes No. 1, 8thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tifteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P 6
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined en section 1620.2 of the Florida Building Code
<br />7.3. Product shall only be installed into poured ccncrete, concrete block, and
<br />wooed fame structures
<br />Product Evaluation Report prepared by Walter A. T'llItt, Jr., P.E. (Florida License
<br />No. 44167), Pr--sident of Ti Iteoo. Inc. (Florida CA-MI371 9).
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<br />FLORIDA BUILDING CODE W9B0**4fAnweA4a1xr.-R1231 0
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