|
Z �TI:L FE �CO
<br />MLLIT TEPTIN8. & ENGINEERING COMPANY
<br />2
<br />Urge trilsile fh1p4dt;6&fAtIqueload teftwenspedburted under,'Prot000lsTAS
<br />201, 203as per section 1,06 of the Florida Building Code. Uniform stOo loacis
<br />I MA10MIC HARAM,19RIS 00-1-0 W-JFX , OW
<br />-AM
<br />Sh a
<br />, all'be'Attictly"Ift accordance with ao6qlal NoteS and Compononts indicatedon
<br />28, of Product 15valuatIon Ooourrtont.,�P.Eb.),dr
<br />sheet 1 - end,22 * 'Iing
<br />ow
<br />-0
<br />ilte:r1cont
<br />I'LAP, NA, �R�V
<br />81, TA-$ 202,Protacol, Test reports propared by Hurricane �E I 'I- &
<br />agineering
<br />as, In'dlootecto 0,04 is Ij 7 sird 21 of
<br />Testi,19,
<br />12ROMMUCTMWATION R99M
<br />#g.vmb dated 6&wi 996., all three signed and soAled by Hactor M. Meclina,
<br />to�- Inc. reports,*20ndided04/1811 � d
<br />P-P-jl FOnestration1est1% LobQm yt 9944n
<br />21,�a d9t ad 1 0106/190S witnesodd by Gilbert Dia"Od, P-E. and Report No.
<br />nONS
<br />7. LIMITA NS.-OF UM-
<br />ITPORTNO."
<br />0219.0,1,-M,,dated�.Marrh�4,200!D,, signadand sealed 4,yF�dmundo LaMaoppada,,
<br />P.E. and Hanry,Haftem, P.e.
<br />7.1. ftell be striotlyIn compliance WIW General Notes No, 1,41hru 14, indicated,
<br />OATE. July 28,2020
<br />Tensile tostropqrt No, 9CAAA 9, 7 b y W Metallurgical, Im. dated March 13,20K
<br />on skeet I of2k as well a% General NoW%r'
<br />#I thru-4-and 11 thru 10, Inaloatisd
<br />"n 7
<br />PROVILICIVATEGORY., -'qhUtlets
<br />signed and soalod by Frank Grate,,P.E.
<br />Prepared by Tiltemi I= and signed and sealedby Wakat',k, P�F
<br />PRODUCTIOUB-OXTIEWW" aarm Panels
<br />Gaga'G$lVaniZod S�Sql Storm PAMI for maximurn panel length vs. design
<br />I
<br />72.,'Productm Ib6instofled With!, h HIISIH)iELOCIT�.HURRICA1415 XNES-as
<br />*y
<br />defined on sectlon 162G.-2 ofthe FloAda Building Code.
<br />PRdbUCTNAMEt 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as walf as maxim urn alichorspftiog vs. deW- n-Wind load ahcIpanal
<br />Idn' I dA"
<br />length based on Mflanal and cclmp;kratjv�q�,,analys fs_ and Jn,acVQTdanc6 with
<br />swilon. i0i"O of the Florida BulJdIng Code. Calcuatlone prepa by-Tilte.co, lj%�,
<br />7.3�,ftdqc�t sh4tlJl'qnIy- t;Is 100104010to 00100d,00horat% eondrate blbok an'd
<br />wood frame strucWtes.
<br />4WO S-W"MIWOM
<br />Vaviej RoWSIW314
<br />dated 1110WOO and =1015, III -I*
<br />gned and,sebled by Walter A. Tillit, Jr., P_E�
<br />I.-PURPOIE MtALUAIMN.
<br />3l, MWAILE IM NCF,-.
<br />ProductEvoluation Report "pared Oy-Waltes? XTIM, Jr,. RE. (Piprida License
<br />This ie-a'Prbdi lot jrjP.E. (Sy-st, M
<br />by Walter A. Tllll%�
<br />Lot' a, mIssile I mpact un' dorsection 1626�of the Florida Building Code, as per
<br />pa Of A. W07-1
<br />N0,44167)i PraitclenlpfTiller C-0
<br />61 GIO-3, Method I0 -of the Florid 'AItpartm
<br />.00
<br />PrOtesslonaa Regulation.,
<br />CWND LOAN-RENSTARM
<br />F
<br />20-GAge Galvanized StdafSt6trn Panel has beenvettfied to sustain wind
<br />p1r,
<br />This productis being Itsued an Evalmation Roport.asidewribed, herein, and has
<br />6401t Verlflai:ilor cotiplia6pe in, accordance wkh-th4, 2ko i�;
<br />pressuras� Maximum panel length Oalrbe As inilitated.,on 4htmts 8, 10. 14, 15,
<br />18.10. 25 antl,26 of20L.Df ProdL[oi.E'V,8IWatIQn1 Do�U mant'(P. F.D.), drow1hil No�
<br />.,44107
<br />FloddA Building Code, And love-rifythatthe prodWlifbrtheputpase rntended
<br />at least o4ol0leritto that required bythe, Codo,
<br />26476. Maximum Anchor Spacing shall be as Indicated on sheets 5, 9, 10, 11,
<br />14,16,17,18,19,20 26 W
<br />arvd2Gof2f),ofProOuctEvAluatonP!o
<br />_A*TrIV
<br />This Product Evaluation.Reportsball,ba subject to review and revisto of
<br />n In paisa,
<br />20,170,
<br />a Bullding Code change tat may,, af�adlipjlm it*lons and =,mclitions
<br />shall Itie Performed strictly 1 In accordance with details incItcataton
<br />2. MD-ENCE SUBMITTED,
<br />411 - - - - - -
<br />sheats3fhfu7, `10 thru 20,23,24 and 26 ot26.of Product Evaluatiortl)ocument
<br />(P.E.D.)�,AVAWIAO No. 20,176, MInIffiLiMsoparotion to glassehal be as
<br />M-n,
<br />MCI
<br />L STW
<br />- %wAtIOND M_
<br />D no No. 20ATS, tMad, i'20, GAGE MEL ISTORM PANEL",
<br />28, of Prod" V81
<br />I ndicated on shdeb 0, 14,16, 25 and 26 of t r LAtloh Document
<br />pheets 1,thry 26 of 26 prepared by I itteco, Im.; signed and isealedby Walter A.
<br />(RE.D1 drawing No.
<br />Ttlljt, Tht4I,dra�L'wing"It on integral,oart
<br />A,
<br />.4oNs,�, rjQ4A
<br />'q� 'k
<br />J. EN
<br />� _�4�
<br />44-1
<br />.
<br />I !'�
<br />77
<br />f A
<br />�phoAc 5) $71,453.0 -
<br />(305
<br />0
<br />N AL `0
<br />M& kxmo-��
<br />1, STORM POMI%101114 01CINIS PROD= EVALUOM HAS BEEN YERIFIED MR 0MOUVIGE IN
<br />ACCORAMIE WITH THE 2020 (7th EDITION) OF THE FILMAWAMW W-C-ODE
<br />?MM" WAND LOARS $HALL BE OETERNINED AS PER r PEOTIGAN 14" OF THE ASRAE NiNnoilOo
<br />A
<br />X A Wr A = d - r, 51 %, I III V4 Sm"? - I T 02% wl" IN HV = E A "I W, VM1 ItZ U M (A MD
<br />DEMN PRESSURE 4471140S MWED ON SHEEIS 7 THRU 12, 1C i!l, 16, 19 At 20.
<br />IN OWDER XO %V" THE AW& QPNMXK VLTWAYE RESIGN WIND LOOS DMOMED PER ASCE 7-18
<br />SHALL BE FIRST REDUCED TO AS& OMON,"NO LOAD$ W OMM"NO THOA BY 0,0 WOAQER TO
<br />(411LO) OMGH PNESSURE RARNM IN== ON *WM`F RM 1q, I*, 1!� IS, 19 & 20,
<br />IN OVER TO vmywT AcNoRs ON THis gm. As TESTED WM NOT o" STRMEM A 3n ItICRUSE IN, ALLOWAW-t
<br />�FOR W01OADS r _MTO WOOD go SEEN VEnItAtNED IN
<br />O�M USED IN THEIR ANALYSIS, fASTM*M SW
<br />$TOM PANOL'S AOCOUAM FOR WIFACt ANO AIM AMWAHM HAS "14 SECTION 1626 Of
<br />THE ASIAS WENFIDNED CORE AS PER KWAICARE VWW" & zu W.'" 1110�-570 & 96-T30 AM
<br />rawsmaw 1EM4 LAM, ING;, IMPORM 120V a 12126 . As AROTOCOLS 1AF-201, TAS�20,? AAID TAS-II01,
<br />AS�% AS AMW.AN IM LIS OF SOU04 FLORIDA *ePM 00191111-0% A PER TAS 201, 74 202 AND
<br />U SIANIDARDS,
<br />I ALL AtUMW EXTRUSIONS TO BE 0063-TO ALLOY AND TEMPER, WM OtHERMSE NOTED), SEE 94MT 2
<br />3 ALL ALUMINUM SHEET WIN. U= AT C1,MFO SW4 HAVE �105-fl 14 ALIM.
<br />4 ALL SIM &4EU MAL P*9LS SHALL KWE sMUmqW DUALITY Mn. ASTW A-sS3 cRAOE: so uNimuAk 0_60
<br />O&VANIM STM CESWAROW WM- 5&S ko (AFTER ROLLM,
<br />0, a SOREWS 79 K Sr*Q= "n 304 Olt 319 NSI SERIES OR 0010=404 REWA41' CME04NOON SIM AS M
<br />$00IB * 50 MAI VIELOSMENGTH AND 90 tat MOM STRENOTH At VALL CONIFLY W/ FLORIDA, MARANO. CODE
<br />SOLTM z4ffl,114.
<br />6 8IX7M TO SE AM A-M OWWAZED SIXEI� 00 AIM 304 SERIES VtWM TUIL. WIN X k8i 4WAIL161 MD
<br />SWNqK
<br />I N04MS TO WALL SWU BE AS FOLLOW
<br />(A) buzziff I wam-tatt;=
<br />I/es WCON AKHM As #AAAIFN:aUFEo Or I'TA WLOEX Imt, (wh, r_4 l,0
<br />Ile, !"7S,= , .6, ,It .2-0.4n, - -I. ING. t... I,
<br />14.4 = #XI4
<br />*0MRS. AS DIS"UTED BY ALL POW W^V. IALf & SUIALlY GO
<br />(Mim re-3000 P.NIL)
<br />#14-10 PANEIAME FEMALE 10 * PANFLIIATE PM ANCHlM. AS W"A41UM Of E= 00149TRUCIVON ORODUCIM
<br />M=0 ts RA 400
<br />% I� AS 4ANUFAVVIO W TRU-r r CORPQ Vok (V-1 IvJ,)
<br />A. 1) WMW SAIIEDMEW OF TAKW ANCHORS ANIR POURED CRINAM SHALL BE 1 4/4. r FOR PM91WTE FENIANE
<br />m Am PvmAxx PLUS. Am 1 Ile rm or tn-oitp ANGNoft,
<br />A.2) O"-W & SIOLIO-SET ANMRS SKNU,NE EMSEOM J/r WM THE POURED e0NORM NO, SMOWEXt INTO
<br />Mcco %W.L BE pourtm Ile 0-20 ScREV's U= %WL K I t/2* Low NINWA %OAD succo ow.
<br />NO V MINIMM PON WALLS WITH NO STUCCO, *0 PAT BE HLAM SMIEWS OR ALL TRWA093 SCIIEINS W/O NEAR,
<br />am "" "No NVIM
<br />"I IN CAMINAT PREORST STOK PRECAM CONOWX PANELS, PAVM STUGOO OR WOOD WOM BE FOUND ON TK
<br />MTING WALL OR PLOOM ANCHORS SHALL BE LOW 04OUGH TO W" THE WJN STRUCIIft 0000 SUCH
<br />PANELS, AWMW" W014 RE AS 410MONED IN A.1) AND. IN *2).
<br />6 TAFODN AWHIORS AS BY I T, * SURDEX pot
<br />A 0 x 7/8" CAUlt-W ANWM AS WAWACTURER Of WWALT W_ (NIN, r-1500 PAX)
<br />_I�AIA X 31-V 1IOUD-SET ANCHORS, AS RIMOM 4V A" PRINT SOREM SOLT &'sPM^1Y RM
<br />(ON, f"t-Um P.%LL) ORS.
<br />11114-19 PAWIJAIE faKE 0 AND PANTLUATE: PLUS ANICH AS V00A)FACKIRED BY ELCO
<br />PRoDucm (w re_Rm IN
<br />ANCHORS, AS WNUMOTURED EY M-AAM COVOWIM
<br />at) MINMW SIMOMMENT OF T~ AN0015. MOO VANEIMATES AM Or IAP-OW ANCHOR INTO THE .,a -
<br />BLOW UNIT SHALL BE 1 1/4*� S ".
<br />MR) cAu-N * soun-S EYE VLOCK UNIT. NO
<br />INTO VILIC00 SHXIA� 1f7="X111AZZ=.'11=1M 10.2 .W. 9.
<br />MOSt. M40 It* UWWLW FOR WALIS WIN NO VV= 1-s�
<br />,8J) =VAT' PR%W SO,*, OR PRCAST DOwn'M PMEM, Stucco OR w=vOAW PE tom ow THe
<br />W" AHCHORS SNALLEE Lac ENIAIP to 1,1EACH TW "0 VRUGtURe BEHIND SUCH PROGiL
<br />AKKMOC WIALL 1k AS MENT1001M IN MI) AND IN M21,
<br />(C) - -
<br />11'**0 TAPON ACHORM AS VANUFACTUREO BY LIX RKW. INU,
<br />0 4-10 PANEWIJAIM R*", 0 �" )AWOOF PLUS ANG14ORS, AS VANUPACTUKU ER =A, CONSTIOUCTION PRODUCIS,
<br />1/4
<br />*P?%= AS DISTRIMM BY ALL POINT SOMM, SW & SIMMAM CO.
<br />=THAISAN INTO W%)D OF UPGON ANCHM SHIALL Re I I/,- AND e 0)k
<br />AM. =" _M= PANCIPATE PLUS
<br />cl) Ot LAC $M"� IWO IHE M"MUNIT MAU SE 4V"=,IWREADEO
<br />=114MIAMN-11W at CONSIDERED AS PART 'M "�
<br />CA MMUM EDOE DISTANK OF LAO tCk", INTO WOO WALL SE AS WOFMOE6 IN THIS ONWNG
<br />C-4) MOO" PEKTRAPM OF WOOD $us" SHALL BE W iy4* P-20 SMM UM NOLI,_ M 1 1/2* LONG MWWW
<br />ShOULD $111000 03st AND I* MINIMUM MR WAUU; WITNI NO sm=
<br />C * Zlt�
<br />AN=P= MONE, 09 PRECASY VWWr PANEL% &TUDOR OR WOOD 00AMbS RE FOUND ON THE OWING
<br />HE LoNd Effimm TO, READ" TK WX SIRUCTURE VAN0 %" AN"
<br />OMM40E SHALL BE AS WNPONEP IN C�I), CAI) & CA)
<br />0) ANCHOAS SHALL �%E INVOLM FOLI�, ALL OF t#M RIKIVANINVANONS *4 SINXIWOMONS OF RIE ANCHOR'S WAKIWAMIURER,
<br />4 PARIMS WAY =T8�r
<br />=:TWWL OU014 SHE
<br />;I;" INSTAUAM VEIAILS SHOWN 00 SECTION 3 IHN 10( Mt
<br />INNO," 6) NOT IX V5M
<br />a, M SHALA. at 1HURINA FTE It&=0 $0UNPHOZ DF tM SHWIIR IS TO BE
<br />AITACHODIO IN 13E =ACHED TO'COMEMU: MOR WOW f%kVE
<br />VAZ#4=
<br />It EACH AE"AR SIGM PANEL VM LERMIM OVER V-4 TKI%W 1XI,4"lAS PER 9 A 10 AND ALIVINAIM SW.
<br />Sw III low ON MY% H"MA NE y WSIRUE WAIKING, INMUCTINO OWNER an
<br />TENANr TO S,6=681* %ne &= IN V= T%R
<br />W" IODINE WARNING
<br />It � TK twNIATION VORTRINCIOR 4 TO SM
<br />W )
<br />TRI&L.9 ALL SHUTTOR CONPONENT EDGES WHICH RVIAW IN CONTINUOUS OWACT WITH
<br />THE 9"No To f4ow WWR1#AM N
<br />RIATER IN INIS DRAWING PLUS ANY MANG AND ZONING REGULATIONS
<br />'r "tc, AMR porz ROT "06M 01FOWAON
<br />Is DEWIE'n1w m4v
<br />FOR A 10 !VTkC%0XDA T"N ENGINEER M
<br />(b) CONTRACTOR M it RQW00SLE FW THE SUMION, PURCHASE MD WALLAIPON INCLOVIK In SAFM OF TIN PRODUCT
<br />PM ON THIS P40. =f=D0==WTHE_ CONOMON$ OErAW ON INA DOGIA001
<br />CONSTRUCTOR Soto
<br />(g) THIS PRO00171VAJATION WOUNENT WILL SE CONSIDERED INVAUD W NOMI&D
<br />(4) SITE SPEOM PROJWM SWIL SE PREPARM By A FLQROA FIEGISUREP ENGINICER OR ARqffTWr *I" WILL SMOME M
<br />EWNMVQ 'ft-ft (L&%2W O-UO .0 W RCOPOWSM. FOR THE
<br />EN
<br />ISHA41- SAW
<br />ORIGINAL SEAL AND SIGNATURE Of INE PROFMONAL
<br />K W=0 IlIANUFACIVIIEVS LQEL SHALL BE LOCAM ON A READILY VISOX LOCATION AT STOW
<br />PANEL MW ACCORDANCE WITH SVnON 1709.V,3 OF flARDA OVILONG CM ONE LASM.
<br />_41413. FOR Vam Opnow L"ouNo TO 094V WRH %o" lmu OF "Ht
<br />FLOFICA Sk"INO cw�
<br />Tin ONWARD, VIALL ONLY BE
<br />:"41�_ MAIN PERIM IN THE SMIE :P T0
<br />/T LTECO
<br />TILLfrTEBTING & ENGINEERING COMPIANif
<br />�Ilto 00-017,P1 2,
<br />Large missile impact foad test# weraparfbrmeO under SSTD 12-99 Otandard ao
<br />parsectiort 16W 1,2 of the Florida 80illoing, Code, �Uhlfcym,statloJo sesper
<br />�ad , _ ,
<br />.0, INVIAUATJON:
<br />installation shall be perfbtinW stridtly in a= atod OTIr
<br />r4anoe With details 111dic
<br />illeets,3 ruB, 12,thN1,�ofJ6,,Q
<br />'i Product EvaluAtlorI Dorumenl:,(P.f.Q.),
<br />UW= BYAUAMN- REWU
<br />6ectidne f"IM911,3, pIiprASTM "0. T rt byAmerican Test
<br />ropo, 5 prepared Ing
<br />rowing iiio"Tki.-,
<br />d 7t. Minimum separation to mtediont
<br />glass sAall bees indiv
<br />Lab,of$oiiih Fibitda, Report#0414-OL01 dIgled,b3H1f02Wftnessed byWilliam
<br />sheats:%,6, 1% 14,16, fWand 11) of'18lof Pfocluct Evaluation Document
<br />IWPORT NO.'.r 204t27.0t,
<br />R. Molinari P'.E�., 15ctrix Mo p -�,,;nd4H on ry,14attem, P, E and lf.kep4q, N
<br />d brl.;a�P��,2 6
<br />024,19. 01 �09,, date Fe 2 signed, and s0led by Ed,mundo
<br />dm 'Ing No. 20.11C
<br />(P.E M w
<br />DATE., July 27,2020
<br />Lergaespada, RX. and Henry Hatt6m, P-E. Large missile Impact and, � lic
<br />byr.
<br />food Ings',,pOr Protowiis- T-AS 44 4:90ilos �pOr se6VO61 009� 1.2-of the'Florlda
<br />tAAT0t(AL,c14ARACU,8 ECiFFMATIOW,
<br />PRODUCT CATE60RIP shutters
<br />Building bode. U0, Report prepared, by Am -tic OfSouth Flonda.
<br />, *n Testing Lab
<br />$hall be 1 c7t�tinscw arK-*Wfth General Wesortd Cornponerits Indicated on
<br />41A
<br />Reporl,Nor. itZ3.01-10, dated NctyomberU 2010, signodand sealed byiwo EE.
<br />1,8,,-o Pfoftot,Evolu lion Document r w
<br />sheet I *rLd 9'10 �,f a 4 4 eing Nor,
<br />PA06UdT�S1J8-CATEGORY. Storm Panels
<br />PRODUCT NAME- '24 GA4E,QALVANIZEP MELS1 RM
<br />1 0'',
<br />PAWL
<br />Vical, lnc�, dated,
<br />Tensile idst r d No,,9C10A$$ by 00 Metaillwt March WMR,
<br />p6rA§T
<br />by FrAnk"Grate, P.E, As, M SA-ond Tensile Test as
<br />Anchbr tpatificatlom,,okoll 0s,qsJn 'dicatod On iaheet 101 El,of FIroduct
<br />tvaluatic� DoWmehti(P,E.D.� dfirimiling Nd.2047&
<br />Per OC-Metalluraloal Report No. 10KM-1 318,-dated December I-, AIDaigned
<br />MANUFACTURM� GIOMI, P
<br />andlseated byJarrry,jap jofanp, P. E; as per AOTM E4.
<br />4000t.W.ST $troe
<br />L LIM MIJONRAND MNDMONS OF USE
<br />Co �4 Gage GalvanizedZiopistorm Panal for maximum panel length vs. 4esign
<br />wind load- osioll as MAkifflufft anchor OD6�40'0 vs�,deiignWindloadand panel
<br />7,1. Shalibe 4fril6fly In compliance With 09001411 Notes No-, 1, 8 tbTu 14, Indicated
<br />-No
<br />OIF WAL. LW, 7101kt
<br />length based on and, in Accordance With
<br />owshest faf 1:8 of Product EVAlUs#0n DodumentiP.E.D.). drawing ,20475
<br />ArOpar#4 by-Titecpi Ift, ancl'siglied Ond'seafed bYwaftorA.,
<br />R%Vr Ussued,byValle, r-A. T11111, Jr.,'P�F.'(System
<br />Coloulationsp Itb6q
<br />Inc., dated -1 2i ro0s;-ei4y T!
<br />1:9h 0 and6,M7/43 (for this revision), signed and,seo'led by Walter
<br />I'D �4 119001 to ihe,Glolbal Protactibh Products, LLC, Rule Chapter No,
<br />A, T111ft. Jr.,,P-E,
<br />T2, Product shall notbe NEZONES
<br />Installed within HIGH VELOCITY HURRIC�A
<br />4162(141 Method 10 oft Florida b *�O'artlnnnt of Bu'stne*q and
<br />Asdollo0doin section 16202,ofthe.Fforlda Building Pods
<br />orofwa"i
<br />1psiLE iiApAcl gwisT)W�c_r=
<br />'911
<br />1.3. Product shall only be Installed into poured concrete,, concrate,blook,and
<br />ThI%,,Ardd40,0%1,*0,9 lesimcl qnfvaluatlon Report at 0eispribed herein, and has,
<br />I
<br />' ' '
<br />qtI 11%91;R otthe Florida Building, Codk as per
<br />ssT. b *,x9g, Stan
<br />"dard *W TASrai,
<br />woodfts
<br />a nce w Ith the,2020-Seventh Eidition of the
<br />F166da Wilding Code, And Wife u is for the pwrpW Intended
<br />, *taltiheprod ct
<br />Prod uct,.Eval pation Report prepared by Walter A. Tillft, Jr.. 131, fflorlde License
<br />,
<br />at,14asto'*4ent to that requft*0:W the Coft.
<br />4, "NO LOAM RES113'rANC;
<br />No. 44,J6?)A Pilesident of T kaco,, Inc.'(Fl6dda OA�7ib),
<br />Thisprodluct Evaluation Reportshall be--subjectfo ravlawand revision in case of
<br />24- GA00- Golvanized Steel Storm Panel has been verifled,to sustain wInd
<br />Mo0mum,panal length shall ba4s indlcelsd[ on, 4hoeticg'; %,,% 11,
<br />ABbildino-Code rhahgathat "afreptits JimiIiattons-andoctriditions
<br />'
<br />11 and 17 of 10 OfPrOdtldt Evoluailoh Document (P.tt.)i drawing No.'20476
<br />.. .. IIQ
<br />Maximum Anchor Spacing "all be As indicated on sheets 5,,V, 1% 4 1. 14 thrLA 16
<br />N-Z,
<br />amd
<br />a
<br />ACCUI ENTM&M
<br />-246aqaGaIvarf1Lt0d Steel Storm Panel has. Won Nierifted W codecorripliance to
<br />MeWlOgNo. 90-115, twep -241 GAGE GALVANIZED S MEL STORM PANEL',
<br />�Ia
<br />OnTIL71!��bIAQWN RR04t�,qkji, E,AEPORT,20 064A4, pf(o PJV,4- L 13E
<br />N AA
<br />4*-PAs thN j6f 18''preparod, by Tilbeco. Inc,; signed and a eled by Walter A.
<br />Titilt, Jr_ P.F=,, dated 0112V26M this dravvin q is'arl !(Its
<br />-R40por ,,, "44
<br />WIN
<br />'A
<br />A toclkri do T�
<br />0AI-VL NEM rMI2L k� #2041i I R
<br />V�
<br />rip.
<br />167
<br />T F
<br />STATE OF
<br />01
<br />6-35M XW. 6th &met, ito 3 05, 30bmi, FIbMa 33 1,66 - ftx=. (3105) $71 1 . -1531
<br />GOWNENM EQR REQLAR 1k UEL SAM RM PANELS
<br />5.1W MM wam�-_ Stw MIX *V"__
<br />Wmaw 7
<br />Dor WL THIcX
<br />WIN A-W
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