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HomeMy WebLinkAboutProduct Approval :a 1 .r L Ti BC S Home I Log In j User Registration ! floc Tapia i!i;Sub lit SuF harge Stats B Facts - Pub4ca4ons i FBC Staff BC[S Site ap Links Search , 8usines a Professi dal ! Product Approval USBIt:Public User {{ }} I f { �tiL'�L11C34sV1rl i I PrEgurt ArMVai gnu>Prod,-!or Appka!igri Sear&> iLrli a n LA->AppUcation Detail yyi mimmm t FL# FL12246-R3 Application Type Code Version 2014 Application Status A } i Comments i Archived i Plroduct Manufacturer Expert Shutter Services;Inc, Address/Phone/Email 1626 SW Biltmore ST i Port St_Lucie,FL 34984 j (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg Caliexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com i Quality Assurance Representative Michael Heissenberg address/Phone/Email 1626 SW Silmore St Port St Lucie,FL 34984; (772)871-1915 Ext 106 CallExpert@aol.com CategoryhUtters Subcategory Roll-up ! Compliance Method Evaluation Report from'.a Florida I tegisterdd Architei t or a Licensed Florida Professional Engineer `? 7 Evaluation Report-.Hardcopy Receiv60 Florida Engineer or Architect Name who developed Walter A,Tillit Jr.,P.E, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Manag amentIristitute Quality Assurance Contract Expiration Date h 12/31/2016 4alidated By John Henry Kampmann Jr. Validation Checklist' Hardco y Received Certificate of Independence FL12246 R3 ,7._01_ExP8RT H r 1ti NF:MULE RO hl i 'G SHL ER 51 +tea'.? S-0>l.o f 1 i Referenced Standard and Year(of Standard) ;Standard Year ':. SECTION 1609.1.2 ASPM E=199 E-1884 2005 SECTION 1626 TAS 202 ?i 1994 SECTION 1715.5.3 ASTM&330 2002 i Equivalence of Product Standards Certified ByFlorida Licensed Professional Eng neer or flrchitect I 3 ! it . j Sections from the Code Product Approval Method Method 1 Option D 04te.Submitted 06/08/2015 Date Validated 65/23/2015 Date Pending FBC Approval 06128/2015 Date Approved 98/18/2015 S S Summary of Products FL lR Model,Number or Name Description 12246.1 Nautilus Rollino St-hitter.,System Nautilus Roiling Sklutte Systen> Limits of UseInstallation:In ns .: Approved for use in HVHZ:No L122Afi R3!1I EkPr T SHUTTER SERV ES Approved for use outside HVHz:Yes INC. NAUiII[S WLLI:CZS. ER Y1r,• S "Impact Resists es 7' .df Design Pressu 160/-16 Verified By,Waiter A. iliit PE-44167 :Other:State Missile Lev D"wind zones 1,2,3 and 4 Created by Ihftjendei it Third Party:Yes (basic protection only).Pressure rating: +30,-30;9.5.(.at Evaluation Reports 30'-0"span and+160,-160 p.s.f.at 8'-0"span with ' J2" 122 311E'EXP_ T' H'' T R SERX ICES. Slip.See sheets 15, 16 and 20 for additional 1pressuriis and INC. N R to PER. QRWG. spans. TS-071.D�f Created by I hdependei it Third,Party:Yes Bade - nta us:: -4V-!824 The State of Florida is an AAJEEO employer.Coovr4jht 2297-200State of Florida.;;Privacy StaterAent:: essituli[ t n Aafund.Statement Onder Florida law,email addresses are public records.if you do 1 i t want your e-mail address released in rEsporsse to a poll.I--rds req. s t,'donot send electronic rhaii Sothis entity.Instead,contact the office by.phone ortry tredidogai mail.If:you have any Q4estlops,pipase tact 850:ge7.1395..0.. uaM`to Section 455.275 (1);Florida Statutes,effective October 1,2012,licensees kenseb-under Ctiapter 455,F.S.must:provliie'tiie D ePt witf{an email rens if they have one.The entails provided may be used for official communication with the licensee.However_emait addresses aie oubuc re .it yoil Co r PMASS6 to vpply.a personal address, 'please provide the Department with an email address which canitre made mailable totne public.To aetermine if are a liEensee under: haptar 455,F.S.,please click here t Product Approval Accesevarit ",3L pts; i t I i i t 3 i i f i _._._..._....... 9.ANCHORS j UAIx PC:INSTA1110 FOLL(MINO ALL UE THE RECOVIAFN1141WN:C AND OF SHE MCIMIR'5 NANUFACTURER, aK19us Rouen w)TTER sWYS(EM Sl10WN ON'N:S PROOVCr ENRtWTiON DOCLRA)J(7 ((.'L..D.j MI?rasa 0.ANCHORS RE'O:,.RLD FOR STORM OARS MNINECTIONS SHk.a BE AS S('C(2it D ON APA;.tCADI.r':(:^,7'MN>SNCw"ON SHE". il. I. VERIFIED FOR COMPLIANCE FN ACCOROAKr.WITH THE:2014 (5(6 EDITION) MUM FL.YTI,IM )H01Ni1 CEDE, -3/a"0A1 1/4"CALX-NS UANtR'AMRCQ D)'L'OWElt rASTENF;RS, INC. NAVT'.V„US ROLLINO SHi)T1ER:t'YSTEM SHALL.NOT K INSTALLED AT H?:H Vi.'A,OCY{Y NuRRK'A1E ZONES{NOAH-•CAGE ..yf4.6X314`SO1.10+SFT NANL7TACTUREU BY All.POLNF.INC. f9T1(iMARD COlUt71C3}. •3fa"9 KWIK F.OLI'TC NLV4VfAC71NiE0 QT1 9011 INC, FOR A BASIC WIND SKM A,RF,QVFRED 8Y THE.AJRrIAVION WTIE.HC THEM SHUTTERS WILL K.'N5TALLED - FOR A OMECTIONAMY FACTOR FOY-08{1AAMIC A^A'E 7=10 FOR iN$TALLAU045 UNDER 20TO Mr MINIMUM EDOE 17E5TANCE AND SPACLNO FOR AWVI: MENtiUtFEO ANCHORS SHALI.LIE 4 INDICAM0&a&i(OR AT AEWVE MENII:AFIF11 SHEET. AND SHALL NOT EYC£40 THE MA;IMUM(ALS.D.) OF-.SIGN(•RC5SURY FATCN'GS ANIAHB DR SHUTS 15 THRU 19&211!nRU 26. COKE OLSrANCE AND FN9E'OM-cNT5 ARE.ITFYDND ANY r,!4M NAT1.Ra. EMU!p0, IN OMR TO VETiIY'RIE ABOVE CON0tri0N, UL71tlATE.OfSICN WIND 1.(1AQ5(1GTERMINEO FM AWE 7-I0 0CNOJT FILLED DR ..'IIGfO...TA.1iSb_..FSS:L:GN..i.IYiNQ.1RAIRS..B.Y.FIULTtALYlA4%._TNEFd...9.Y,.L.6..IH...t1Rl5ER..:G..........._.....................................................AN' ,..........................,._"F?s' .t .............P".., CF;..NF1...OU X..............._.....COtdil� '..........,.........C.ANt' EIE. Ai,,,........,...............................•.........-_...•..................._....__....,._,.......... _4tA±6�,,Lif.f;RiSiHtR. IdiQR... alnc W Dfi1T_. E..HEQLSi/u _<. .d....R _ 3C1L 6 .__ _. ...... .... 70 C.tNI.p+I,{1C TEtt!SLf?RESSURE RATrNO5 1ND;CKttO ON SNEE'TS .¢ THRV %9 A,A til IHRU 2a 3 9 a..1 1/4`CAI:H"•Rt S'3J'4' 4 1/2' 1..1/4 ;"000 psi) NOT 9,M)WCO Z. IN 000ER T11 LFT. P.E.D. 1/1'6A3/4"SOUR-5E? :S' 3" 7/9"(3000 DA•) NOT ALLOWTT) YE'I NtAT COLtPONin Mao ANCHORS L)!4 AHTS AS TE'STE'D 1YEH6 NCE AS S1H£111'"LO, y/A'f KWK Bou 7Y 9' 4- 2 1/2'MOD psi) xv!ALLOWED A j3Td iHLREASE'A9 ALi1DWAPLE 9TRFS$.FOR WIHA LOADS WAS USED Ay tNfW ATCAtYSK'. fASrFNEREi E'ACAN(S TO WOOD HAVE BEEN M"MINEO IN AMORQANCE WFI FO's' 2017" VIWO 7APCON 21, S 3/A° 3 1/9" 2 t/a"(2919 Psi) NOT NLUWED ACCOftL'ANf:E WISH 5k:CTIDN:1605 f.2 61'AHF'ABOVE ME7tf10NE0 CODE•AS AIdERICAN TC_S'f L1b UC 56121 tO h1i.TIORS'IPEUUINEO FOR MULItON CGNNCCTIQNS SHAH K A5:SPCQ$IEQ ON APPLICABLE SEfTrDNS SIIDWN ON SHULTS 10, ^ FLORIDA./iEPC1R?p 10:17.01.08 AS PER ASSES E 199lS^0.5,E IAA9-.D9 Attu.f '130 zlT/N0�41DS. ryLWLIFYitlO LOA, 11, TSA 1 F2A, IS ✓k SSA. INSTALLAI1�t1S f{Nf WIND 7DNES 1;2.,.3 11: 4.MMS ItE TYPE Cl MO ONLY AFOUCAUX M SASR: PROTECTION INVAELYRDNS,AS))1 r4NUI BY SECTIONS 6.2.1.1. 6'2.1.2 AND 8,3 OF ASTM E lb 5F£v4w,;19 &24 ^KWU(POLI TX CX-MISiON ANOHOR MAM)FACTLM 9Y 19LH,INC. FOR ADOWNAL itLKATONS, -HLK-•H$CREW ANC1hJR MANUFAC'111RF0 BY HILTI,INC. -WECIr)E-B4.T 4NOINIR NnMi)FAC7URE0 frY POWER fA:iTCitCfiS, THEN .... T _. " 3.ALL ALUMNI:M F%TRU5E0KS 51{Fy.t TK 046S-T6 ALLOY{UNLESS OTHEI+WiSF:NOT). SIT';hEtT <. M41R,tUM Cl1OE DISTANCE AND SPAGN;FOR APMV MF.}OiONEU ANLY70VS Sw7Ll.[IE'•iS !NQtCATLEi pE1(7W OR AT Ap:T1Y:MEtALUMEfl SritE7: ri�� CODE DISTANCE V40 E4OC.AA1:ACrS ARE DE'YOND ANY F;N)SFI MIATERLM.. A.ALL Sty? S(EXCEPT C0 1,RTTEW9FLS.! hrml , 'fO PE MONLRE1.STCCL.304 OR OAR N WF WITH 5D Ms: E:MtiECTMENI ?A ROU. YIE60 t7tEN0TH AND'NtJ Llsi IENF?I.rr. „fT^EiYT�f(��R CLo-^.ROStON RCSIS1ANi COA73:0 CARpDN STEEL.Ai PETi Cyn CROVT:FIli.CD OR 50019,ALL S.D.S.ARE TLK SCRE%1 i W.NUFACTLINED KY!TW TIU'LIICX&SHALL COMPLY WJ..OPJDA RUILNI G ANCHOR S/VACIt4 O 1007. COGS MSIANCE 0 1009 CONCR'rE Cr,,NYJtRC BLOL^X CODE SECTION 2411.:33.4• 314'o HWIRB�.,cr T7 27^ R" 4 3/4'(.SLLL'Q Fay? WIT.ALIAWED �+ _. 901.TS TO BE ASTM A^•.•307, CALVANIZED 09 A)SI 304 OR 31SE .0 = 5TMN";51UL WITH 36 Its; KhIIJUM 112"0)TRIS ROLE T7, 22 'J2" I/T,` :1 1/4'(3CRXF 6'$l) N07 Ah.L.OWr.'D '(IE1b STRENGTH. 3/B"®1CWIA ROLT tt 0' 4 3/6" 2 (;1000 r51) Not ALIDWED G.NAVT4u1 ROLIJNO SHUTTER,SYSTEM BMS 1i.S. PATENU 6,095,225 AND S/e,r MUS EL SCREW 4" 5" 2" (5000 FS, H0 ALLOWED � �7,4t1fi,A80, S/a`7 wF.DCF,'-pOLT a 1/2` 4 1/2' 2 1/a" f;t(><Yl PS,) NOT AU.(rWJ«j) AMH,-94 10 WKA F'6R1(-)) SIDE PAF, SHALL BE/4 FOU OW5: 1/2'#Rm-ti:,REF OR wi'01 6' 3'i NYJO PQ NOT AL..ON,f.O G/9'S M;'1r•N y:At7 DR 4E74.'''CQ?7 t/w'" 7 I/2" 2 1/2"(•7<'j00 P'.;6 NOT AIADWED (A}TO EI.IST.NO PLAIRED G6NCHF.TE: MIN. SOCa1 p.a C'U ai'RCS5 Vt ,y7Nh;Np7r?. _ __ ... .... .. ... ....... ............. _..... ........ .. .. ..... .... . . .. ... .. .t+ THE tFFSielIIJEKiN-v`ON((N.:(OY+..1rx..it?�fi:A1�.:LN.IL.K�fJ.I(+FCi3tic"'Ce1VP(:NEMF•EY?ES-iWiH:61�FiF.Law-iN�Ct1M�NUt7t(S�-^.ANfA(,-T•ib(M.THE.._pl'1JIVt(I .. .. .. ^•c,f IG'P 1*CGN XL A144ORS AS%*IVrACVAVD 9:'HAY&vN%M)C INC. TO FR'EVEN1 VR4D/RAIN INTRUSION,CALILK AND S1:AL PWJUG; TRACKS ALL AROR40 FAA -EH TFL : ..3(9 a 1(LYI1C 04.:1 A7(fetEl2'$,�:.AtAN1,IFIA(`7'(/fiFf>1!' NIG.T1,,It:t;' . . •. 12. 3T SNA7 L TBE THE pC,?'2)NS:St1TTY OF TILE S;ONTRACTOR:YD`+E:RO'Y THE tr0.1DNES5'0?'TM;STRUF,`Tt)RP/Yx7ERF Pn"EfA,Idn Vi 7O BE'A'ITAC1i?xj YO All UINMUM MUDMENi'4,410 POURED Ot.•RE7.Uwu.. BE: if,-AiRE PRG'Crg.ANCHORAC.C.THIS PnDtICT SHALL ONLF'pt ATTACHED TO CONCRETE.CONCRCI7.&LOC.. OR WMC Y'RAME DiLILEIiN3;;. 2 /_4'.fOR S 16"C rAY:•CN>:L ANCI/ORS EL /3"F07(1J9'u KHfiC 8061 J NfC'IDRS. NO EL(E!E.DMF714 INTO 5TV^A:IS I.R.W.i.DE."0}73TERtZ3 A5 PA1Zi'OF THC RE IfIRCD ET.LNCGMENT. .S THIS, PROOUC7'!i'INSTAIUMON MALL CrAIPLY WnH&I 5FYCS INI. AYM tN THIS DHAYAW--".7-S AN A�v1.f11N,^.MN 7ONCN.,RMULATV4 PROVRICD L(1 THE.JUMSDIC11014 WHERE PF11UiT t5 W>PLIM T0, A.2}MINIMUM t=0I31ANr,E(E.D) wr()P(1URM CJ.NORCTC Shat.:,6E: 4'FOR 3JIp'r !AKo"XL Aucia > A Fort.3/9V1: IMAM 90i.T 3 ANCHORS C6CE rA47AM:E. 1:'i FRYVN, 14 LIFTING MECHANSM NOT PART DF THF$APPR0*4 AM FINISH MATERAL. 15, (o;THis P.E.D.PRrPAREO BY 110 ENQWXR IS DENVIX AND OOCF,NOT PRO15bt LNFi7i"M'1'4 FOR A=`.SPECIFIC' PROXC7.ic, WHLIIE 71+E SOL. A.3)IN!•,ASE NLAY PRECAST S'JONE+PRI-"ASA CONCRC-5.OR BWK, PASIRLS. E ItF.R 611. A.!4`',Bf.FCISNO ON CANDY(IC4.5 QEVIA F MCI,]T14C P.E.D. THP LX61ING WAIN CR FLOOR,AAK:NY)R5 SHALT.P£'I.O-Mt ENOUCH (O PE,ACti Tfir MAIN STPOC-RIRf OL/1NO S?)CN PAN£i5. (pj(Ct4TRAVQR'T0 BE R£SPDhiS1HiF..FUR HE SEUCTKLN. PURCHASE AW tti$TAELATi;'N ilQ.VD'.Nu'IF('SAFER'!)r THIS PRODUCT, BASED ON'G+i•; I (8}TO EXISTING(S(O(ii FILLED CELL CONCRETE'EL'{K:K Iu.L.L;A57u O-bU P,f.D,Mov-.CM NE/SNt DOES NOT DEVkTE FROM THE WEDFICONS CLIAILED ON THIS wCi1M£T4T,L7,:$BluC?!ON SAFFY AT SITE IS THE(b) RC'SPON;A01,M '110i TAr''CON At ANCNOTLS,AS MANVFA0TRIED Erf OW 91JAZEx,INC. TIiiS 4P.C.O.Villa'.Villa'.7k:CONS:OE•RED S^iM1L)D i F ALTERE'D'BY AN' MEANS MPIIALIM EN79°DMENF of 5/t6'b'i'APCON.Y.k A?JCHQRB 1N/O THC GROUT Y?ILED i:f:Lt(".ONCRE'.E RL:T>C'� UNir SF6M,L tiE 2 1/ 4", (A):;!TE SPEC:r•C FY)0,1ECT4 SHALL LE OP&PARED 01'A FLORIDA REO1tfPCO ENCKEM OR ARCHITECT WHICR WILL AEOOME THE ENGINEER Or NO E.MEIMMENT 0116 VW.*SHALL RE CONSIDMED 46 PALET OF THE. YTEOU'RCO£N9FOMEii.' Ri'miDE.O.R.)r:lN TOL;FROact AND i4HO 15x4.a RESDONvuLc 1L1h�7w:PROPER USE:OF 1't1E P.C.D, ENONEER Of I&CORD,AC?R4G AS A DFLEOA 6 EHGvsfF.R lb 114E P.C.D. ENVWECR,StML SVSVIT TO SKIS LATTER SHE SITE+P1:CIT7C !;RARING,FOR RCIAM. 'P.2,,MI4AM EWE DISrAKCz (ti•i i OF'5/14"Y TAPVQN XL ANCHDRS IN-,G CROLA JALL.ED CE1.11.CONCF4'TF. OL-,CK WALL K i_.EDOE b!STANC.F.>,.UEYON" AkV FW+SA NATERM, 1k)THIS F.E,D.S74H.L BEAR THE IAAF.ANG 090*:41,4£Al.AND'.'MNATI;RF_'.OF THE.FRO.I'ESStONt4 ET1G?:FER Di e4cORD 11,110 ?REPARED M A.3) 0i:CASE.THAs R9EC4°ST"ONY, PRECAST C(N4(.Klt OR?TRIG:DANn-%VEN ER OR PAVERS TIE F0Uh0 ON ' THF 04TINYi.WAE.t OR FLOOR,ANCHORS SHAT.!DC([ANO FW.%r,4 TO REACH TI W r.MN STRJ:",.7112E OEIUNp 15. 10f)DUCT MANUFACTUREA'S LABEL.SHALT K WCATO 014 A RFAQ10VISIPL£LOCAl*N�Al'PRODUC.'INACC-OAOAI•K:F'Afm SECTION 1110.9.3 OF' SIX,H PANEL:r. r0,%R[t!A OLNONO CODE. ONE:LABEL.SHALT_O PLhrW FOR F.YE:RY OPENING. I.W.:1.i 70 Gomp"Y V043 S-ECFoh 1110,9.2 Of DHE T Ajl J It;wND LLX:E - _ .. C;TL E3C5?tN„LVDOx FRAME BUILDING: STI1I.I;Xi PING-PP-SOUTH(C-•O.3Fi).L1:1tL!;I.AS-TTR (0"0.44)GR SNA:[ OAR)'ar 173EF 70 14 . ( SOVEHMN PINE'P.'A/ V +10,515 tAX .V11�� O [ W UFL•:.SLA(W Or-&IOR10A,,,.I \ .. 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Cn!s T * ---•---- --� EXPERT SHUTTER SERVICES INC.µ -- C.2) MrN1MUM FC/;r DiSTAN::E tE.0.5 Or TAPOAN snC1tAP9. :170 W'Klcj 5•ali.?E 2 '/4"LOGE O:S'N{CE t5 '§ �`enJr ,(r_. t r.1.ur*Ess;Hn a CNO:hCCRwC CW+•'111Y KNONO ANY FINISH 44EIRK .��. 1fi'r C1f' :�� olss Ai.a••x s0,.ax,,+ra<..•wcers" .,w (N,ruDUE 9rG 1; . 1..+" :RNDn•ssxa.M.1MLxt,-I,I' torn 51.U,4...'•L N1 " •...0;1 C.J) IN CASE N1nT p(it'Y:AS1 STCiNE:,fi1GCA1:T;(iNCREr>OR ARCM PANELS,VEafER OR p/•vE;iS&E'F'G,sNC ON r G�t� Cn-OCA:n>*v t 1110 C'X)OTINO WALL CR F'(.fYGR.ANCHOR!i :.BALL FSC LONi1 ENOUGH rO REAC'Ht t?TE MMN STRurTLRT.R!:J,ho 9,}'L�^LS J"^•.^ -0,h A 1-9 a PL. •+' --•- $Xii PANELS T'7// '✓ 1£: 'E:"ACA lr: /bL' , m ;n"Y.7""� .._.._.. ..�q,(tx , 61'3e #9 04 05 96 417 ita ... ....... . 'Wi4 4 S., en 4, 1 L W, It .......... ........... ................ ................................ .......... .......................... 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I........... ............. af)w aultml(�E Wvvah%:fllv VFW;4ft L CWtYINAll.At N��W M19WAIX r=%INS. w !k,-Atv!1� 1, 5AVO frWfaUV*X TAP=XL ANCHOR ........... ...................... @ STOR11 BAR WOHILTI!Nr,.hvAKs(x 4XI M TRAPPEDANGLE Ad t&l QgN Ams m u_lL i ou �M TILL. rWR*A WRONG WDL(9w Ifiv Um:,ty w6cona z6n*) ................................................................................................................................................................................... ............... .............................................. .................................... ... .......... ------ ......................... .....................�.6.......... ......... .................... s. ut ilus R."lling Shutter System 11LIECOmc. EXP RT SHUTTER SERVICES INC. ftwo lrlmr COMPONENTS �Ao�tl u`w%f_11,:S43M -NVI n,- 5�0 i tn'igol 44 ity 14 •^' 13 .M✓ 9 r .......... ...............q...... ..... ........... %' / //.........I .......... .................. �, ................... ................................................................................................................... ... ....... . .......... .......... ........... _�...._..__.........__ _ ..._...... -_ ,a .Mm-._......._.._._....�._ _. ._. _.........._._..1,...___.�iI�FlEI$2.CAE!_......_.-._____._.___._._._....__ _...._........__.__..___....._....__....__..__..__.�...__.._. ..._ ____.__. 2 HOUSING(BACK&TOP).040 THICK ".''✓�r�/�'' rte'' 1 D a ,1cs 3 HOUSING(FRONT&BO 170M).040 THICK r - �;� a. r• 4 SPRING BRACKET . 5"" SPRING ASSEMBLY 4' s ~ ,�'' ✓ �' �, 6 60 MM OCTAGONAL.AXLE ' '' `, o. / ✓''�r,-�'��r.- '�J i 7 SIDE RAIL(MAIN SECTION) rs' ° ✓ r/✓ 8 SIDE PAL(COVER SECTION) ,i" �. �,,,.'-'''��,„,.�""•,•,,,✓" 'i' •� 9 ALUMINUM:STARTER SLAT ., -✓ ., r �- ``��✓ 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT �� ✓` ,-/ '✓ r ''~r`�r^ �y 12 TUBULAR MOTOR, ✓ ,✓� /r,/r ./"f 13 MOTOR BRACKET r' r ✓ %•� K-"'' /" r 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 6 d 16 SIDE RAIL(MAIN SECTION)FASTENERS 4 ✓ - -' 17 HOUSING(FRONT&BOTTOM)FASTENERS dr' ✓r/' fr'.. r f ��r. e ✓ 18 END RETENTIONASSEMBLY 1 r -r ✓ ✓ "" i '''�•A "�_ "Al 19 OCTAGONAL AXLE FASTENERS r - f r� r✓' r' s 20 60N>M OCTAGONAL DRIVE CROWN ' ,✓' 21 CONNECTOR SLEEVE �'��'� �/ ,r ,--� ✓ 22 GEAR-PLASTIC OR ZAMAC CASING o•" r' r'r 23 UNIVERSAL.WITH DRIVE SHAFT ` ✓,r - ',.. r �"",•.• �P 24 60MM OCTAGONAL.IDLER END .. s y^✓ r/' 25 IDLER 6RACKf_T WITH BEARING BOX& END CAP ASSEMBLY COMPONENTS rr^"" r�••',�,.r"''� µNuWpq Ct^R!ph.'c;Yf.f)HEi GGW'e iNon H%y� Va:Adry TWnkatte Zone) • ........................................................._....................................-................... -_ + ....---.................................... ._ ..._._.__..._._.........._.._..__............... .. .............. _................ 1 ._. ti - ' �, ✓ 1�,........tr��.ys _.til a u1111"u.s__ , � l,.! ✓ c��>•- ti,�CENS�•,�-:�':� / Ro111ng 5hut!er System r,.�,r.+s I � } •__-: .�� "_... � ,r `�rnr"i«fe!t+ac co+.w EXPERT a SHUTTER SERVICES INC. • : + m 'r'uax'uQrxA.rs „ epK, OGARNe s� STATE QF tr t ro-ccas+'o n ,E ,y. ...................... •'b ..... r.�ac>f:< I•,�c'• =wn surae t '_\0 WAS Y/7 Y/r 1�Y16 At Y/7 BOX END CAP EM) CAP ENC CAR—- .......................................... .......... ........... ............... UAT% ............. .............. .......................... .......... i'AAIS si, ............ .............. ................... ................ .............. .......... ........... 0/8 ove 0 v .................... :4 t -7 oyp. ra Eno-) ........... ......... ............ .............. .......... -"7�777-7777 777- �W­c STITT ij�Y/6 & Y/7 Y/6 &Y/7 b)-J, V/9' TYPICAL SINGLE SIMM–AM No t I T rj" lioME, SEE '��WFTS 2 i, 3 wlapoNrri M�Cxf'U F.QUAI cw -'M'WAN Rae-r';lw� yqr 04 w/tM)MM W-115 to it-tl, e"'cukmk wv'm wz 01 %'N(5 M y(h, rouum:t!wo. f'! THEP01"'CR, Q; II,Iff wAy EAl-A I S-OLL`-i,,r or wi.r"T isi!L4"',Or *Al�(Al pvT%fwl;Rf:J'op A01W..'SIAT'�!Xp4.v_'V)MOAT Ff RAT U�TAIJ- PE kkv�g MM SKjllrft wR'�Gw M's'flvplrrul. ou4sray v,lwq�',—At 'NIT14�vtq%R'5- 'v_MT I'd..'A�'wAYS W�'C!:T,'MJ ]�LOSIVA twitolRo(loot(Mm Mqb Wiaedyj eicl"t 0ZE-Z'4­T!*KR 0 jr I �11%'O� -+Q. - -, ­ - .­­­­­ .......... ............ ............-M W, (&, -P�' .......... ... ..... -R-�a-0--t i I—U.s ' �r�$,.kN M ..... .......... ............ .......... ............................................. ................ Wf it wr�-,"ILLAlEv e, O'�� 113, Z Rolltog shutter system WAIT OQi"4 'EAC�F.q.AU R A I $V.G.-"WrIS1 M'Vitt �N` 9if IS;tF''" S ' T-71 EXPERT SHUTTER SERVICES INC. DR At SW ILIECOissa. (x)%hvfA;q)MU, @,4_,fa 4f— u.41,#10 SIAT "4 tl;"-�130 AF-"�t?flu%A-� Is,hism-rc, xrxoxo�l. ME174MME—cowM44 ww S.t,P'�'-Qd MOO 1 .1" FK '�'!A n-�=�w"v-14. Wit. 1"M mv-'r e(. r'U.70 lOVFM S-P,14 J`irlc;ti� ."s,&IBM U.-r." sf kToA15 INYT4.�N) STATE OF 4c S _47— M­`T--W;;z_ r,---- 0 N A L,,- 7-------- ........................ .......... ........................................................ 5116*V �'..W,') 114*M, �;'l m.""w', xt. Aq kmmu�,Nr W illk.KA TFK�ZQEWI, at)"o offo,",V. WAS;02 0 2.4, "VAMN'D l5rrEt 71' WAV.�VR%1 24" _T Un.""w"camm, Z4, 47 'Woul FlUlD 01",Ck"M NIft) ......................... ..................... .............................. ......................... ............................................................... .................... .... ............ ................. .. ................ ......... ................................. ........................ .. ........ ----------- .......... ..........- AIASS- ss Lxlst,N-�� (%ASS .............. .......... StNTD1, VIFF 17 ANC A t to, 7 A M,u. M DMOR -Y,N*El j '6 .......... �/V Op ............. ........ W 0/8 0/8 0/8 0/8 0/8 0/8 41 ;Nlow�U.K' Q31 it =4 OF_ il,J�La,; ......... ILI. ............. MAIM 5/1$-2 TAFIZ-11''ll,Yl w.'COMENT ANt;"" t/4' T.f;, ;tFfA'^D wl FVISIDVEM LLOOMIL,1ING,TRAPPEO Mou"NG WiLD-OUT MOUNTING Y 5�QTIONS ... . �LOIRIDA ovLOING CODC 140�Mgt, V­cjty ­Wpq 74m,) ................ ...................... ..................................................................................................................................................................................................................................................................... ............. v:MM"MITIT, -----------..................... % Vi, INSTALLATION DEJ&j�j ON EXISTING POURED --N'-O''- Til-u-, FILLED CELL CONCRETE CONCRETE OR GROUT 1��MkE7C�70,... , -- -Ulf mar�c EXPERT SHUTTER SERVICES INC. fl_LQ_C_K__RU I L_D1 N Q!Ej IM ul'171101*6�WRW !X�11E -Via' - IN.- ........... ...................... ..................... ............. j I)m�j MCAM OR 6,.Oc:r cw-YOV troxk wt 1.4; 1177T7— ............. 4 V.;/ .................. ...................................... ........... ............... P) ................ MAPPED MOUN rkf&lfom W4 s ON BUILD—out mOuNr -SECII- SECTIONS 0-0 (PLAN) WAIA JVW INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLQC!�BUILDING$ GjmGY 40, 4"' FE 4'oc. me D 1w 1/0"'A Ile CA 1'11�'Afp /n,stm i,-r T?e ORIENTATION Y ..w OR IA,sap 0'i IA"j-P, \p 9) WALL MOUNT END ULLION __n fm A.1 I 5ECTION Q —15 fol AkIl N lu 0 (ENTATIO I ORIENTATION 02 ORIENTA ION TIONS #1 & #1 a 4' WALL MOUNT END LUON WALL MDUNt END MULLION WALL MOUNT INTERIOR MULUON TRAPPED MOUNT INTERI MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 1".,SV,. f," 91 SOP f %fv- ISM:i1ce EM::1,C R W. V f.,I Y I' ox, SE USED SECTION. 0'—Q'.(PLANl W1 W1 44AY ORIEWATION ...... .................. WALL MOUNT END & INTE IOR MULLION L A,Tit 1; r,,)RJDA GUjLj)tN() CODE (Ron a,111 ......................... .................................................................. ........ .......... ............. ........ ........... ............................... r Inv rul� ........... ....................... WX U US ELUS11 MQUNI (WALL) 44157 ....... Rolting shutter system SECTIONS O,'=!Q� ... . ...... IL Eco , ill.,-amomir JELAN� !!L� I'll IT EXPERT SHUTTER SERVICES INC. 17�r,F V;�Tclpc V40 0 -no Vt—*-- K�4'V 1;X..,..!, 3464 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS to J, TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POUREQCONCRETE OR GROUT FILLED CELL CONQRgTkBLQQ SST"._P Vt4 OSTA NJOSSfTE:SA.SD.oFsir ;)RISSURtRA'flNG(p,sf.)FOR THSCIPENINGAND IDESIRED SLAT LRQLgpjk R&Aj,IF MULLIONS ARE USED BUT W10 STORM BARS SPAN ilL'(fi)TO PROTECT IT(SEE GENERAL NOTE*E.SHEET 11, 1,MINIMUM SEPARATION TO GLASS FOR SLAJS IF MULLIONS ARE USED BUT WJO STORM BARS SHALL SURF.D.FPCIMMACK... .......... PATER TO CHARTS (11a, lb & lb' tHRU IC ON SHIEFT 1570 DETERMINE BASED ONA ,A .............................. JJ�SE�W .................. $tATO-OLAft REQUIRED i SLA r SPAN"t-It 2.ENTER SCHEDULES)a THRU 2a ON SHEETS 2A,25&26 W/A,$I),DESIGN LOAD:MAXIMUM MULLION THE F011OVANG-INFORMATION IS PROVIDED AT CHARTS I THRU IC IOPROCEFOWITH SPACIN,--(MAX.,12%T OR 71,AND DETERMINE MAXIMUM M L1.19N SIR040GHT)W.ALLOWABLE PRODUCT INSTALLATION VCRIFICATIOM INTERPOIAI ION IN BETWEEN SPACINGS FORA GIVE &4rVMULLION TYPE& MULLION ORIENTATION. • ENTER.A.S.0,DESIGN PRES'pURE RATING:SEE STEP(1)ABOVE, 3 CONNECTION rr 0 L's - SEE SHEET$10,W&11-I IA,12-12A,13 It 13A FOR REQUIRED MULLION CO NECTIO V Al AT • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEIUW.,(",WPEDJ OR VYALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFiNt noN FOR SLAT SPAN"LL BE CONSIDERED' CONCRETE FOP A GIVEN MULUON I LAox THIS IS THE MAX IMUM ALL 04VABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SUP MAY BE Pli*CtDIJRE -IF BOTH STORM BARS 8 MILLIONS ARE USE USED.FOR A GIVE H AS-M DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLAT$IF BOTH STORM BARS AND MULL IONS ARE USED • MINIMUM REOUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Im 11ROVIOVS SEPARATION SHALL EEPMEDOta CHARM ISD:ON SHEET I5 FT SHALL RE MEASURED FROM BACK OF SLATS TO l OR.WSTORM BARS(SEF STEP 4). GtASS TO GLASS FOR PRODUC rS WID OR.W7 - Ul F ,TET,OBTAIN INFORMATION ON PRODUCTS SIDE PAIL ANCHOR SPACING I;tEQ R m EN is r OR 2.ENTER TABLET ON SHEET 22 W,'A.9 O.DESIGN LOAD AND STORM BAR SPACING AND DE'l ERMINE CONNECTION TO EXISTING STRUCTURE FROM'AIJCHOR SCHEDULE'S V®,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SFIAN4tiEfOlil). 7HRU18.ENTER-SCHEDULES WITH FitiAtLY DETERMINED ANCHOR TYPE.SWWIRATE,MOUNTING TYPE,A.S:D.DESIGN PRESSURE RATING&SLAT SPAN-AND OBTAIN MAXIMUM ANCHOR SPACING 3 ENTER TABLES 2 OR 3 ON SHEE r 23,WITH A.S.D.DESIGN PRIES 5SURk RATING AND STORM BAR (INCHES ON CfNfEn),SEEOeNERAL NOTE,I ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION To CONCRETE TOP &BOTTOM OPTIONS PRO%lOE ANCHOR SPECS AT Ai4CI IORS TYPE LEGEND FOR VARIOUS AoCHOF? Sl CP 4 IF PRODUCT INSIALIATION INCLIJOES STORM BARS..MULLIONS OR STORM BARS a MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A 6 0)OR REMOVABLE(ANLOOAS B&Q INSTALLATIONS roLLDV,,41W,i MANDATORY AODITIONAL PROCEDURES ARE APPi 1CASLF. 9 A.CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, ,41).IF yjoRM BARS ARE USED 4,8N rFR SCHEDULES ie THRU 20 ON SHEETS 24,26&20 W/A,S D,DESIGN PRESSURE RATING I MINIMUM sepARATION,To GLASS FOR SLATS IF STORM BARS,ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACII46f.W..127.8'OR TI.AND DETERMINE MAXIMUM MULLIONSPAN CHART Io.ON SHEET IS,ITSIlAti SP,MEASURED FROM BACK OF SLATSTO GLASS: kfl6fGlf-;WtA,.LOWA6W INTERPOLATION IN BETWEEN SPACINGS FOR AGI'VFW O' MULLION TYPE A MULLION ORIENTATION. 2.ENTER TABLE I ONS14FCT 22 WtA,S 0 DESIGN LOAD,STORM BAR SPACING AND DETERMINE mmimum 5 SEE SHEETS0,10A,11,IIA.12,12A,13913ArOtIMUIXIONCGt4NEC110NDSTAILSAT TOP& AlLOWASLE STORM BAR SPAN(HEIGfif). BOTTOM FOR FLOOR TO CEILINGfvRAf>PC%0R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR AGIVr ,NMULLION I YPE 001,"0,44 a 3,ENTE R TABLES 2 OR 3 ON SHSET 23.WITH A S.D.DESIGN PRESSURE RATING AND BT ORM am SPACING AND DETERMINE APPLICABLE'OPTIONS FOR STORM DAR CONNECTION 10 CONCRETE TOP 9 BOTTOM OPTIONS F,Rovq)j;ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS I THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT'IANC)QRS A 9D)OR REMOVABLE(ANORORS,13&C o STRUCTURES.SEE SHEETS 20'&21 FOR LIMITATIONS APPLW�%BLE TO INSTALLATIONS INTO INSTALLATIONS 8 A CHOICE OF 2 OR A ANCHOPS PCR CONNECTION OFPPNOING oN*I.OAO AND I WOOD FRAME SMUCTURC-S. FM STORM DAR SPACING., I ,pitltxtstt, lif r4 VWRjt*rju%DiW,CMr(Nor.rip.Vmwoeity —tofit Loan;. ............ ........... ................... ............ ............... .................................... p It J'k A Nou tilLIS ........... ........... ........... .................. ................................... hit. RoWing Shutter System 11LIECOstw EXPERT SHUTTER SERVICES INC. -66 S,? traill C�- 'c' k I 40RO §!6-_l PERFORMANCE CHARTS 14. lb & 1�g fOL&Y VALID F9Rj9j§9ej FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONSWOR WIO _041'000 VAU CHART la CHART III CHART Ib' CHART IC ug MAX&=V&W BETWMN P09M*0 RMCK A,%O LAW ........... ................. .......... ....................... ....................... _...._.»........... ........... Y" 318'0 KWlK BOLT 3 ANCHOR WWOrTAlP%N. jAPC00 XL ANCHOR in KVRLD CONCIRVIT :6 mW Wx SLAT SPAN MAx,"SLAT Spm MAX, SIX SPM WWRED WN. SEPARATM TO CLASS M&ALS, wo • • • MEASURED M 8"OF SLAT Cm) I .,Gw nwmfu %W. TPAPK0 O(AW-W ii1m.-Oft sm.ow a4m wl m Imp" ow-out "'. W/o Yll ww mmff mom 6"NT W)w W/(F,) RAM0 W/ ZDW SIX wm Wma♦ 91"Ta Im I%= 92 hem WE WWI$ ma sm W70 30.0 20' • • 20'.0' zo-0 770, .......... *v j 404 "M........ . Yjr W-0 IN-V 17*�4' W­zl 4&0 0 . ..... ........... .I}•...,` 111'»5'­ ..1 .lA 7 ?' �6' »1"�� 15010 1¢'-6, 131-9* • V V" W-2* III-tr ..-4t'-.4' I . ..... J/2- 12, it, 12'-17 75.0 . ........ ... ..... ...... W­2" V-1. '0" ...... .......... W-5" .......... . ...... -2' o- ................. ....... ...... ...... 5� ('_IT I 11 4 .......... p 4 ............ ................. 2- al-W t'..q' 1. to 112" Ir 13" a i. r-o;" to %? O ? ......... ......... 150.0 81-V LT•,.,4 . .......... '0 L160.0 L • ABOV 1004.AlED WX SLAr$""ANS MAY K '-X If> -AS LONG P.NCHOR VIAL-r40 SCHMULES 014 sticEM. 17 * t6 INNCIVT 1"Al7 AN ANCt(QR FoR-mr sIm r/44; eqq :410,N AND AS.D. OESII-N PRVaS:,RE FAT!N(3, ........ H.t",va!0a'l)' 'rgran vmm" .......... .......... .......... ............ mtwi W.. ........... ...' ""­ e..wor ........ ......................... a/8*0 KWJK DOLT 3 ANCHOR OR 5/10'9 TAPCOA XL ANCHOR. Itl; 03 u J­S_ V P',Ytjr,EO WrIMF-E OR IGPOUT FR ED CEII CO'CRUF BL(r'K, 'IR No 44167 Rolling shutttw SyNtem 1/4"O'ItK SCFIE�WS AT VUL'I'll"IS VALID R!R • liLhiCO3"c' \ Wn AND ".ur TLW�"A Eft�;VKVANO M.;,— EXPERT SHUTTER SERVICES INC_ WALL MOUNTWt M c�i SA W.11100C$TACV. 1� 071 4, v4XIMUM S--Al SPANS FOR MAY 0E "r A DOURM41W.D W, LIND& r.n:? v4l"'FS w'q.lkN ..................... .......... ....._-.._........._..._.__ .._..._._ _ _ .".._._...______-....._..._ MAX.ANCHOR'S SPACING SCHEDULE Vb µ FOR A GIVEN PRODUCT MOUNTING TYPE.W/51WO TAPC.ON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WAt l M HINT SLAT SPAN RANGE ARE >a' 't > s'-0"f > tY-T t > 7'-0'T > 0'-12't > 12' 18'1 > 76'-20't R4lQE ip,at.) .. ...... ...R R.......- _.....Ss...... .......i ......-.. .. . ..... ... ... ..... . _ .. ..... alt-a0 g" �• C3' d" 8` r" 4 tl2' ... ._...... $" Ill" s, tcs ., g !2 q Init 12c 88`' 6J/" jL _. .. SI ATMAX, SLAT SPAN FO Ra PESi I4A LRSU RATING SH. lQ EXCEED MAX. A T SPAN INDICATED ON SLAT PERFORMANCr CHART ON SLA7 SPAN QEFIkITIOj� SHEET i5. TRAPPED MOUNT -_. Des" SLAT SPAN RANGE F RAlft)N�i0'-4't > a'-b't > 5•-F't > 6'-•7'Y > T-A't Y 9'-12't ? 12'-16"f > 16'-20'1' C _. .._. .. _ +al-4u &" 6` fi" a 6" G" 4 1 2" _._ ........._.._.... ........ 'at_4o 0' 6 0" G" G71." _ _..._._. ._.....__ "..__....._._....___........ ..........._.._....... ....._..._,....._._....... ..... ..........__._._..........................._._...............__ _.,._.."........,,. .... ._..... C �(l?" ... >146-160 BUILD-OUT MOUNT MAX DES" SLAT SPAN RANGE pkmswmd'-4't ,+ 4'-S'Y > S'•-A't > t3'--7'PAIM tI... > 'T'-•9'i _ vANG[(0.9.0E. 'F G rE �Ea E (B �E E iw E (E E rF., Ilk) E2 "30 .0 G• 6" 6" b" o r5" o• - G adl-lfl: ... .............. ... .. _.. ....... ...... -- ri s" mat-80 a" 6' G" 6' 6' t/:> 'i2" 4 t;2' S. 4. 4" ... _ .... _.. ... . 8" S 1- ....>406 I ... � 72c .... I r> 5 r127•-140 � �l4 .. .._... ... .. # Y 1 d!-1130 ... ...._... _._. _ ._........ ... _...... _ ......._ . .. ................................ ..,........................ 1 . ............ .. i'LC.Rt6n fiU1L1)1Nf.�.00k(9nr,filOn}nla'ty b n en lon} as ' EEE' y'. mii 1`t.r'.:q'. ...... _... :N.-..............y... ...... ............................ I c 44t 's*6�' ;,�„, lnur tcsriacwo-"i'+•c,�i.cnl+ro�1,.:.>n 1 EXPERT SHUTTER SERVICESL TINC.���t/ •'Q1 �V.r�: *�.:r'i3a>fr;.:.,xv`v"�i �.nii �C2G S.K.is;.!v�FL.5 !�i..(t/r i^j '. +. x....,vrr u'v:. ...., ".Yu•�.1.i._!t_FL..!0s494g4 sRl �F.�C6R10._A.�,�•�`s.',. LY>:o..x���' .brrsn ;,<.xaa. :;>ri 5,.,rm, otnvv4.a f. 9q�.XxQf fiT t. �rp .itit _.,an,` ^.n, - v¢a Ix of j z SCHEQULE VC: POURED CONCRETE©R GROUT EILLEIJ DELL CONCRETE�iLOCK WALL.BUIL.C}lf�GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE XS.D. LOAD) ............ ........... ............... ...................................... ..................... ................ ............... .......................I.......... .................................---.............d.1---............. ........... ...................................... KWMVM SLAT SPAN RANGE ,kS4D. DESIGN PRESSURE 6,-7' > 7'-M9' > 9"--12" > 12'.,-16* > 1$"-20' RATING (Pd) vx-- Vy vx Vy Vx VY V, VY Vx VY V, VY vx VY vx vy 30.1) 10 60 10 75 165 90 238 10' 4.21 135 594 180 999 240 1:590 300 >31-40 10 80 1 loo ;51.36 120 440 140 398 180 823 2 4 1328 320 1,873 400 ..................... ....... :>41-6( -'0 12.1") :i9(1 i'.7:; 794 180 509 210 708 270 1266 360 1962 480 2553 582 ........ .... ..... ?Cr 60 6161100 00 ?67 240 '7 6 280 1007 360 1695 4801 2422 6,00 2547 596 ................ .. ..........I.......... >81 -.105 123 2? t 50 7 "15 1372 473 2009 -,4 2.6.*,� 42 368 24-92 638 .............. ........ c,-1 ni >-1 240 72 881" 36�, .1345 420 1587 54.0 2".12 640, >8 _ 869 630 2039 C35 > 21-140 2.$,) z�)6 0 .3;�0 10-3 420( 161.2 4`3v 1869 .......... 41-160 781 3"�6 1,32-2, 0' 1,873 5130 il 7 40 1 640 1 -UAI MAN DEMOO NOW ITSHA LL OC THE RESP(M;AWY OCTHF.=,'MACIOR 09 $Fk'rHlsSHF 7 FORY9 B WAUR'.- SIDE RAIL uv1Lv#.G co:ic(No.) Hl4'- vwwwo-ly fekxte 7-4) .............. .................. ................................................ ...................... wwat u, (W NGutilus Rolling shutw, system 11LIEC ifema SERVICES INC. r " tot,tw 01"OrIc "k EXPERT SHUTTER rt R%