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HomeMy WebLinkAboutPRODUCT APPROVALr a°.v9.� �oee •'� d �8� t,` ., Igd.` si �A'ii ri�Z �f d ` :� r tL I mess ssional Re lotion 6 Ave tvlfol!� ".RS• _vg; oliogviwxs ,mrcpaDEr� mI Product Approval g DSER: Public User Product Approval Menu > Product or Application Sea¢M1 > Application list > Application Detail 'SCANNED B FL # FL389-R9 Application Type Revision St. Lucie Code Version 2017 County Application Status Approved Comments Archived N Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com File Copy Authorized Signature Bill Feeley Irodriguez@eaSlpN ettq l� VIEWED Technical Representative 1ICC//''[[llll 41® FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative Address/Phone/Email �+�. �UC�� /+ a7OU y —r ® /�C Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL389 R9 COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By hftps://floNdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 113 4/4/2019 Florida Building Code Onlir,'� Sections from the C.::r.. Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R9 If AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389 2 I OnBertha ty (Non-HVHZ)- Drwg 17-107 Shutter-BladeHV Accordion 1 I and bottom) for stormExtruded aluminum tprotectio ocking blades retained by tracks (tap Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for+64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HVSA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 Ii AMERICAN SHUTTER SYSTEM ASSOC_ INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING I7-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Extruded aluminum Interlocking 389.3 Bertha HV II CO BO- (Non-HVAccordIon Shutter- Durwg 17-106 I and bottom) for storm protectionblades retained by tracks (top I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s,f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Neat Contact Us :: 2501 Blair Stone Road Tallahassee R 32399 Phone: 850-487-1824 The State of Flodda Is an AA/EEO employer. Copyright 2007-2013 State of Flonds.:: Privacv Statement :: Accessibility Statement :: Refund Sta Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Nodtla Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Adepts: ®0-9 ® RR https://Floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 L � 1. BERINA H.V. ACCORDON SHUTTER SYSTEM SHOWN ON TM9'PRODUCT EVALUATION WCUMENf (FEW HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH ME 2017 (SU CONIgh OF THE FLOMM BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE WSTALLED AT MGM LRLOCIn' HURRICANE ZONES. DESIGN WHO IA40S SHA4 BE DEIENIIINED AS PER SECTION 1620 OF ME ABOVE MENToM CODC, FOR A &SIC WHO SPEED REQUIRED BY ME JURISDICTION WHERE SHUTTER WILL BE WSTALUM WITH A UMECGONALTY FACTOR K0-0.05. USING MCC 7-10 µO SHALL NOT EACEM THE MAXIMUM MGM) DESIGN PRESSURE RATINGS INDICATED ON SNEER 11 THRU 15. 19 & 20. IN OHM TO VERFY ME ABOVE CONDDgN, ULTIMATE DESIGN WHO LOADS DETERMINED PON WE 7-10 SIVLL BE 14RST REOGUG TO A.SA, DESIGN WIND LOGICS BY MULTIPLYING MEM W 116 IN OROERTO COMPARE THESE W/ W. (AMA). DESIGN PRESSURE RATINGS WM04TM ON SHEETS 11 NRU IS, 10 & 20, W ORDER TO VERIFY TINT COYPONENI9 AND µOHURS ON THIS P.E.D., AS TESTED, WERE NOT OVER. STRESSED..A 33 S INCREASE IN N.LOWABLE SWISS FOR WOAD LOADS WAS BDE USED IN THEIR ,UULYSIS. HOAEYFR, A WIND DURATION FACTOR CV-IB0 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. BERRM H.V. ACCOROEN SHUTTER SYSIEM'S ME AMCY FOR WHO µO WOE MISSILE IMPACT LONG HAS BUN WTOF ED IN ACCORDANCE WITH SECTION 1809.1.2 OF ME ABOVE MEMIONM CODE AS PER All. REPORTS: -HV RUDE (D 10214.01-0. /0715.01-03, 1100101-05, /1214Ai-05, 00317A2-06. J0009A1-10 ANO (ID210.01-I1 AS PER MS-201, TAS-202 AND 7AS-203 PROTOCOLS ANDOSHA F-I886 AND E-1996 STANDARDS (MHSILE LEVEL Q, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203. & 203 PROTOCOLS URGE TUSSLE. -MA WINDOW WIDE 0 1060601-08 9 PCs ASTIR E-1686 µe E-1996 (Mi551E LEVEL U, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY µD /'0225.01-68 AS PER TAG 2" PROTOCOL. 2. W BI.ADE(D AND TV WINDOW BLADE 0 ARE ENGINEERED TO WORK H UNMAN GAIN EACH DINER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE'WICAIED ON SHEET I9 3, BERTIU H.V. ACNR01014 PINS (W SCREWS), USES AT BUDES KNUCKLE AND FOR OWECT NOUN CIRNNECTM TO TRACKS SMALL BE /14x2.7V ATV /140175• RESPECTNELY, 410-M MNINUM SERIES STAINLESS STEEL SCREWS WIM 135.0 61 WELD STRENGTH AND 180 NM TENSILE STRENGTH. PWS'SRALL BE COATED WRH BERTHA W DACROSMIED COATING S151E1 4 MANUFACTURED BY APPROVED COVING APPLICATORS, REGISTERED WRH µERNµ SHUTTER SYSTEM$ MMATION. PINS MOST BEAR ME NV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EKTRUMNS SHALL BE AWAGNUM ASSOCIATWN &LOY µD TEMPER A5 INDICATED ON SHEETS 2 µD 3 MINIMUM WELD SnHCNGM FOR 8063-16 ALLOY IS 30.0 Dal µD 35.7 Lai FOR BOAS-76 ALLOY, 5..ALL SCREWS TO BE STNNLLSS STEEL M4 OR 316 N9 SERIES M CORROSION RESISTANT COATED CARBON STEEL AS PER ON BOOM WITH 50 W MIN. WELD STRENGTH µ0 90 W MM. TENSLE'SREN6TN. µ0 SHALL COMPLY W/ 11011104 BULDING WOE SECTION 2411.3A4. S. BOLTS TO BE ASAP A-307 GALVWTEED STEM. OR N9 Sao OR 316 SINES STNWEIS STEEL WITH 35 AN MINWUN YIELD SMENGTH, 7. SEE ME MULCHING SHEETS FOR ANCHOR SPECWKATIONS: HV GUIDE Q : 1413.14.15 AND 20 HV OWE 0 & 0 WARRING IN UNISON; 12, 13 & 15 9 MIS BERTHA N.V. AGCOROMN SHUTTER SYSTEM BEARS A U.S. PARENT 16'779.582. COMPONENTS OF THIS APPIANX ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN YEFAL .SUPPLY, MC. 9. IT SYVLL. BE INC RESPONSIBILITY OF 111E CONIWLCTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO SE ATMCHEO TO INSURE PROPER.µdHORAOE CONTRACTOR TO SCAL/CAUUH ALL SHUTTER COMPONENT EDGES WILCO REGAIN. THRU FASTEAANG IN CONTINUOUS CONTACT WON THE BUILDING TO PREVENT WND/MN MTRUSON. 1D. EACH UNIT MUST SEAR PERMµEM LMOU IN A VISIBLE PUCE WON WARNING NOTE DURING PERIDOS OF HUIRRCµE WARNINGS NONE OWNER, TENANT, OR OTHERS, MUST PROPERLY FALSE ALL NV ANS N CENR MALES µD ENGAGE OR LOCK ALL NY AND HD I,M,. 11, SHUTTER MANUFACTURER'S LAPEL SHALL BE LOCATED ON A READILY VISSUE LOCATION AT ACCORDION SHUTTER W ACCMRWNC[ MM: SECTION 1709.9.3 OF FLORIDA BUILDING CODE 74E UGIM SMALL BE PLACED MR EVERY OPENING, LABELING TO COMPLY WON SECTION 17019.2 OF ME FLORIN BUILDING CCDE t2. BERN A N.V. ACCORD" SHUTTER SYSTE.V'S INSIALUTICN SHALL COMPLY WON SPECS INOWED IN THIS ORMING PLUS ANY TOWNS Me ZONING REGULATIONS PRCV*EO BY ME UUFU CIMN WHERE PEAMIT IS APPLIES MI. 13. (0) THIS P.EO. PREPARED BY THIS ENGINEER IS GENERA: ANOOOES NOT PROVIOE WFORMARON FOR A SITE SPECIFIC PROTECT; La. WHERE THE SIZE. CONOMIONS OEVIATE FROM THE P.E.D, (b) CONTRACTOR OR TO BE RESPONSIBLE FOR ME SEECTION. PURCHASE µD INSTALLATION INCLUDING LIFE SAFETY OF MIS PRODUCT, BASED RI MI5 P.E.D.. PROWOED HE/SHE GOES HOT OE I PROP ME CONDNIONS OVINED ON MR DOCUMOR. CONSTRUCTION. SAFELY Al SERE IS ME CONTRACTOR'S RESPONSWUD'. ((0)) THIS P.E.D. WLL BE CONSIDERED UNµp IF .ALTERED BY AM MEWS, ) P4PSOONNSRLECFOORR THE PPRROOPERS�USE OP WE P. PREPARED . BY NGINEER OF FLORIM RECORD. ACTING AS [AlfWlfD ANCHORED? MC" ME P E TMfNGINEER SHU, GINTER OF RECORD ITIT TO TMS MR RTETR ME SIRESTSMID PEECIIFIC M RNGSSFOR REIEW. (a) ORIGINAL P.E.O. SHALL BEAR ME ANTE µD ORIGINAL SEAL µD SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPAREDR. GENERA. NOTES SHEET 1 SYSTEM COUMNEN15 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEEP 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WNDOW'BUDE & WINDOW DETNL AREA 21 HV RLADE l7 AND HIV WINDOW RI ADF (Tpl (WHERE APPLICABLE) MCk SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DUMB A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DUMB G-M. CONCREfE/81OCK SHEET 7 CEMERNATE DUMB W SHEET B CENTERNATE ALTERNATING DETAILS W SHEET 9 END CONNECTION OEWLS 1-0, DONCRETE/Mo, SHEET 10 )"MUM SPµ TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & OLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK BHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DUMB M-R, WOOD SHEET 16 HSTALLATION DETAILS S-X, Moo SHUT 17 END CONNECTION DETNLS 7-12 & N, MOD AREA 3: HV WINDOW RI AIDE Q SHEEP 18 ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: H/ WINDOW RIADE EON NSTAWDON OETNIS, METµ STUD. WALLS Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS. IN THE STATE OF FLORIDA r • 2 i ..........�`r(3 s�; CENSF •• Q 3 j f/([}/' .1 �81M1Ic 6Fi I ; i • AA 4Vfi - (S '• CmpAA StONAI V D [ ECabtcmw,xMiiOrtMrc 02017 TL1ECO. MC �N� A.S.S.A. American $fiUH9f Systems A890CIOROTTF Inc. 4268 WesUoods Drive West Palm Beach. FL 33407 02017 EASTERN META SUPPLY. IN6. ERTHA TM Accordion Shutter System HV. 9.YDE g1 W/ OR W/O ITV. VWNDDN MADE TILUT TESTING & ENGINEERING COMPANY mss eu. va a, M. aox. W. rAA00A. nou. vH PM...: (Sm)87t-I53G . FA.: (SWAJ1-um """�wt.ww.awa -AUU A UUT 1, P.C. MORM L&, 1 44101 , N o[xrMiPn6N 6A1[ HNwN AY: 1.4 L QUO IS-O85 7/27/1 IMM 07/271] a 3 DRAVANG No -I 1 / — 1 0 cuvcr 5 WER US PATENT # 5458179 V WINDOW BLADE OP USE OF GLAD ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV \ BLADE Cfl R- 63-76 ALLOY AND SLYPEx oer � u• •' 670 1.609' 11 HV CEILING HEADER 0 ED FOR USE VF/ NV BLADE I ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER YN 2 YN Y MNL P I 1' O.W2' (.:1 SIDE ANGLES QUALIFIED FOR USE W/ HV sw P Eh UNIVERSAL FLOATER QUUFlED FOR USE W/ W BLADE 1Q 5005-T5 ALLOY AND TEMPER VIpEs A 033' A .Ioo a IA 610 - p l'S NV HEADER/SIL OUALInE FORiU E Yl AND BLFADE gONL ALUMINUM ANGLES QUALIFIED F0$ USE IV/ NV BLADE I ONLY. 606]-I6 ALLOY AND TEYP[R ®O9 FIEO OR� HV 6063-16 ALLOY TEMPER_ B�HV WALK —OVER TRACK QUALIFIED FOR UjE W/ W5063-T6 AL OYEAI, TEMPER COMPONENT A 0 TI T2 Q 2' 5' YAK I1W 1/W r 5' MAX Dina' 0.192' Is 2.5' r MAK. 0.190' o.+9o' �A 2" 5- MAR. 0.139' 0.131' o1017 DLTEoO, DVL .S Pi 1 TILUT TESTING & ENGINEERING COMPANY YIA 54 6M, X%N94'M W1WR. ren, a5 !'-Y` swan.: t35s)fin-1530. ro.: tlos7e11-153I ! L1V ✓moo, 6ttrcaaw.0 ILS Le-osowtD NYRq A RUT Jn RL FnATC MROA MI. / 4410 OUAUf7ED'(OR USE W/ W BLADE 1 6063-76 ALLOY AND TEMPER 99H' W020e•2 g 19 . Q9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV ELADEnl ONLY. TEMPER A.S.S.Aw American Shutter Systems Association, Inc. 4288 Westr000s Drive West Palm Beach, FL 33407 7® HV RAINGUARD QUALIFIED FOR UUff VI/ HV 6063-T6 BLADE Ekit TEMPER, W IVI/ WIINN METAL SNPPLY, INC. RT AHVTU Accordion Shutter Systei H.V. MADE #1 W/ ON W/0 KV. WHOM MADE W. Ho oocm"aN DATE a V" II; EG 1 OLD IS-065 ) 27 1 'nere 07/D/II 3 DRAWING No 17-107 5 SHEET • 2 OF 20 a -T PLAN R ERowr rUNK'ON ffif� MALE "T" LOCK ERMATE LOCKER FOR "T" LOCK .CNTERMATc 0OUNJFIED FOR USE W/ HV BIAOE I ONLY q9' QUALIFIED FOR USE W/ HV BLADE 2DONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER at oe3' Slle 3NO 'on OUAUFIED FOR USE W/ HV BLADE 4: 6063-T6 ALLOY AND TEMPER LOCKING RML QUALIFIED FOR USE W/ HV BLADEQ 6063-76 ALLOY AND 1EMPER )INSTALLATION WILL REQUIRE A 7/1W 6063-TG ALLOY AND TEMPE 11 e�]75'P ems_ A ].161 a; 6 Np�FN�T R � OUAUflED FOR USE W/ 71V BIAOE I & l'0' 6tl63-T6 ALLOY BAND TEMPER A 1//2- �1 LI/Pe m-20 A151 304 `�gIES. S.SS.S. THUA!BRCR�}� QUALIFIED FOR USE VJ/ HV BLADE 1Q OM7 IRTCO. PNL s 1LT1EC0� TIWT TESTING & ENGINEERING COMPANY "m xa. JV. %1 al x vsCJrA GwogS. [ICUOA u C ,yyy Ph.: E]a5)ul-ISJD . Pw : [S M71-153 11, P.E. .M7 TA'Aama ftuMEt a.Km PMvI[o cuss m7 wma owls cnv+ow (awala PunD) ,HV MHESS LOCK OUAUFIEO R USE W/'HV SLZEED F�O& @ ONLY. IB' 16' bL . ST AFTER RIVETING BEFORE RNETING 1/4"0-20 RIVN I]ve[-T] AUOYI w NA n D 52% N MAIM7ACNPEa 6Y Awn, DW.. JlP%LY MMN oe [OaIL FO uSE W/ HV 7E 1ONLY. as>5• Mu. 1 .125- MOa. *'.m—F, N[A HD_ LOCK GY REGENT NANOWME MORTISE. 'MKS SERIES 2333 NOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE lO& �iA mS A.S.A. American Shutter Systems Association, Ina. 4268 WestrocDs Drive West POID, Beach, FL 33407 KY. RACE #1 W/ OR WAO RV. WANOWI LUOE V.—W nloN DATE DRAMA 6r. LDDATE oRem1 er. Lc. I OLD I5-085 27 1 OAR: O7 27 17 2 DRAWING No A 17-107 3 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"a3/18" THICK NYLON WHEEL. 0.188'0 AISI }02 SERIES S.S. RIVETS 4 HV 1 3/4' ACCORDION PIN W/ g8 HEAD ® HV 2 3/4" ACCORDION PIN W/ g8 HEAD a ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV If IA BLADE. I(2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET MADVS aNUCKIE (TR) 2 EXTERIOR z 3 ON BupE .0925' {IT ._• 0625 .ofi>S :EE $ PAL ARRONATF .IMPACT OP c a*ANT He ""NOGG' BAYERMAKROLON 3103 POLYCARBONATE CE RESINS, UV —STABILIZED GRADE OR SABIC TO SAGE W M INNOVATIVE PLASTIC LEXAN ID3 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 eww.a[ e[9a7 L7rw.Isn mans mvnwo em aU smart wmr ¢Gba Aa urvam aa.J m/' aaa m/. rorsAc wn mmrom P.L I.SM e.0 mm�Px mmmsm n w mu ea ,yoe eu m..00 P nlswLa mvuos 2vev1 am aao55 a+t a15.aP e.y xa[,® aa5 �TR~4• eS1Y w% 10 R-OM L> IS-N(n sua[ mesm Jsa eiw xaa a a.5 • uu s.rz m 01Nwm asu o5» o-5.a..ss [-L av tau rJmiex .mu mien Laos [m -Y aid➢6PotG .Lia m155 IeM[ ,iGllml'M .Sry wl P1010.LL wL0 P•L mimf 1PISSKMal L1154[ ea[ 0.UTAA411 L5111 w5 SNL OaL 5550 NA • , • V N$Ac`,'?5'sYM ` ' mw17 a11EW, W. t- TILUT TESTING h ENGINEERING COMPANY wss Nw. aam 54 50. + Cane%ua ww"• r(ao YSn-165m , ra : (301)071-I451 m1Y-ro°a am %UMA Den J,. PF. nom U`'r 44167 A• S S A ■ ■■ American Shunter Systems Association, InJ.%.1. 4268 Weslroads D&e West Palm Beach, Ft. 33407 On" FASIERN UUX SUPPLY, INC. BER"SAC Vn2 Accordion Shutter System KY. MADE #1 N/ OR W/O KV. W DOW DADE l�0 xR O �''•., p ; 4„ p5 IN. b[sulPnox mArt [mxe art Ea, CUC 15-Ga5 7/27/1 a5a 07/27 n [ ss/0NALEN 'j1 P.E. SEAL/SIGNATURE/DATE a a DRAWING1No a 1-10/ J s SHEET _ 1 ON 10 & FULL 5•@a 1�>•�t_e�an�err������� n l 0 D . P v H E IMIII I i i i_ __ O� O� O� ©• ON O• Ch O� O� � O> O• O, ON ©� ©, ID, ®P'd19 a©• �� gUa t0 •p�� • EMI Q. ��+e �/®.�..D.((��� a(.r� O•.®W ®. �011�•'LpL'.y TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. n- of CORNER CENTERMATE ALSO BE USED AT b 411 SHALL BE USED AT 1/2 OF SHUTTER SP/N MR ANY SPAN OR SPANS UP TO 105'. AND FDA INST TIONS T ANY F INSIDE OR OUTSIDE LOON, ATTACHED " OR O HEAD S.S. M.S. LOCATION OF LOCK SNAP. BE AS INDNMED-OR F PURPOSES, UP Tb iW0 NV OF LOCKS 10 CENiERWTES SHUTTER ELEVATION. LONG RAT HEAD S5. MS. TWO LOCKING RODS INDICTED BE AS ON TYPICAL SwmrR PINmn. OF ,/4 P-2UYi/4 S:S, THUMBSCREW TO 0 OR (p CENTERMATES SHALL BE MADE W/ 1/4-0-20F3/4• .ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TV* LOCKS AT 1/3 OF SHUTTER SPAN, S. MANDATORY CONOOION 15 FOR MsEcer MOUNTI A ^ M ONE HV LOCK or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO III AND FUR INSTALLATIONS. AT ANY ELEVATION. TN LOCK 0 or 4 0r ® MAY ME USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or @.SYMMETRICAL CENTERMAXS W/ (2) 1/4'-20 A 1/2• LONG RAT HEAD S.S. N.S. LOCATION OF LOCK SHALT: BE AS. INDICTED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ � OR 93 TOP AND BORON IS COMPLETELY MANDATORY. '. ND lnDlt 5 W/"xO�COCKSTFa E ONE ALTERNATE HU LOCKQ MAYBE USED IN UM OF NV LOCKS OR FOR ANY SPAN AND HIM IATIOt15 AAPAAi/N.Y ELEVATION, ALTERNATE HO LOCK ® MAY BE USED AS AN INSIDE DR OU1510 LOCK. S � ONS CTIONSOF ON B KNVB, ANDTO �OC-1 IS C, SHEET 0. LOCK WY BE INSTALLED AT flflHFORCFDIaR INSERT p�J! MDSPAH OR 12• MAXIMUM BEI OR ABOVE MIDSPAN. USE OF LOOKING RODS @ IS COMPLETELY OPNCNAL - CM17 TILUCG. NC. IL E-CO INc. *' TILLIT TESTING & ENGINEERING COMPANY k Ims NP, Lew w. B xs. MAI uAVGa, ROM m r-.SA P.: nU515TH-15W . m. a f5GM11R)6.�Slr A.S.ST,A. American Shutter Systems Assoclaficn, Inc. 4268 Westmads Orwe West Palm Beach. FL 33407 W2011 EASTERN METAL SUPPLY, INC. B T ,M Accordion Shutter System KV. BADE pl W/ ON W/O RV. WINDOW MADE HAWING No 17-107 t CONCRETE MORONS 1 18 MIMf (c[r4SMNl0®mH 9,aT TI ` / /.I^f I$EE SCHEOUL[ ON W/ 1/!'-10 c.a (sEE SCHLWEE ON SAFE• IJ7 J / / / ` ! �/ f $NEEf IJ) NUTS o Ir O.C. I m14 ' ,^ SCREWS ul+. If!'m-2o:J/r ss. Lr 0 C M.4CHMC EO Lq USING 1/4•-20 1CN6 ` 0 12D.C.I/r, `__ 19 D.C. E.O.' i ;i yy .250' Uoe. IS I I ,/ 13 a I© 2501 oprom " / I I Pnoxu osis Mon 'a sl im �@R I 1 OR (�4 I EXbiMC MR. 6EPAINTNW TO GLASS I cusg Mrolsmd 00 11J (SEE SC HW. SEPARATION TO CUSS I 1 OU55 FEW[E ON $HEFT r(SEE SCHE011E ON SHEET II) 1, CIASS- 1 DA ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALL ATION + KEYSTONE EMITTING /} ; W (5¢ I 1 II OR Q`�� I I I 1. kTN51MG� MIN. SEPARATION TO GLAR , ,AMI[gl S6 haw SEPAE4TQN TO CLASS — (SEE SCHEDIAL ON SHEET I,) I 11 rTW o/tfED I (sEf SCNEWIC ON SHEET 1It— Ross., �'rc' I ' I a �R R ^�• 1I� I I 1' f 01mOtuL I I , OPI o t i 1/4' Mmv. E. D.• l , I I0 f / ' 19 Q3 qR 15 C EO - 12 aaV 1/4'm-2013/4'S.S. {,; �/ ` _ um. r' EO 0 PHRUPS RU99 HEM—/". CONCREIEwNCnOR$ I x� l 7©qI 18 °CHINE SCREWS USING f { / ! I/4'm-20il/!' A3. PW WK y (SEE SCHEDULE ULE ON T' 1/4'-20 NUTS 0 12' O.C. ($EE $CNEOU[E ON TRUSS HEM MUCKINE SCREWS PWREo CONCRETE (SEE SGHEWlF ON 9HEL1 IJ) �`�. Nirw POURED CONCRER 1 SHEET 13) W/ 1/4•-20 NUR 0 12' O.C. CONCRER BLOCK OR CONCRETE BLOCM W RLaIm+ED (� HV WALL SILL .INSTALLATION �t ('(SEE SCHECU�: ors REGmREo RED CONCRETE SrIEET 14) O HV WALL SILL INSTALLATION OR MOVE eLOCK WAL REOURED O HV WALL SILL INSTALLATION NDTE E $ EIT NF RN DP 6L('NaN3: INSTALLATION. DETAILS W/ 1-- SEE SHEET ! FOR IYPI[A. SHUnFR • E. 0. EDGE DISTANCE 22S9 UOKuN nc 5[C'1 INS CM DE COMS01 (SEE SPEG IGTIONS ON SHEET 13) d gI�Me �RONNSHUTU19 � C) HV BLADE W ANY WAY TO SNT N[v INSTA DON. L mF! pA / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone M17 TDIECO:.NiC. 02017 EXTTERN MEYk SUPPLY. INC. /� c c //�� BERTHA 4 AL.SL.SL/y■ nn �LT_T-c o Accordion Shutter System 'KY. MADE #1 W/ OR W/a KV. WNDOW � 2 �4'M4C TILUT TESTING & ENGINEERING COMPANY ATONDOn Shutter Systems 1� Y r. x 6[s,xlPnox DA¢ M. an Lm. =. /D''•., (0 P,.•' 4{r 1 IM N.W. x0. s4 SN, =M MPM1IN, GUNI NMW 11. Association, Ina. 1 Ow 0-085 T 2 1 wrz: 07/27/17 FINN. I (Jne)e21-ISOD, IF..: (SO6)6n-1[G1 4268 Weslro0ds Oriv6 2 s�DNALE��r4''.Es-Ne�Oo ` West Palm Beach, FL 33407 s DRAWING No "........ . W41ER A TUUT 1, P.C. ! 17-1 07 P.E.•SFAL/SIGNATURE/DATE nGRGI& M`' f 4416? °1 SHEL7 6 8 OF 0 (SEE sCHEOULE ON SHEEP 13) ✓ EOT�iE r✓"..•' .Y Jff I1 aR avI II I c ( 0 HV CEILING INSTALLATION Rv+,al I AIN 0 ExWING cuss 0 8 g 3 oR Q TF1( SCREWS a 9' U.C. OR 1/4'0-20 S.S. U.S, I CONCRETE ANCHORS W/ No a R• O.C. (SEE SCHEWLE ON SHEET 14) ._.._I OR �� i w wlRaTRX mRo cuss d Yls¢reaimuk Raar la aR'60)A Qy I �w san ` .3 B m AIiNAIE " .WCXOR i a� IO ri EIbSTING� i IOGUpH C ASS aro {10.3/HE% WASHER Hi TER SCRIM a IY• O.C. G/ b� CONCRETE ANCXOR$ (SEE SUHEOULE ON SHEEP 13) 6 ya' �/f •� l/ / r/ % . /w/,,"X �• ✓ E ME Or . VP00 l f_ ✓✓2 i'i /; f`/ !ff •!f �uIQBIE /✓,r i�/X p_+'s /l✓ ME OF /i .f fc' POU —_ - CO REIE D.- CONCRETE EIA1 HEAD CONCRETE ANCHORS (SEE SCHEWIE ON SHEET1!) R Wsn' Ml HIM CONCRETE MORONS REQUIRED E. D.• C. M. (SEE SCHEDULE ON SHEET 14) I� TRENCH INSTALLATION HV WALK —OVER INSTALLATION AUU ONLY FOR UP TO W0, -75 PSF ASA QI BY.FLOOR INSTALLATION t DESIGN PRESSURE RATING a FOR SPANS PER SCHEDULE l3, SHEET 11 14k7OUu POURED_/ CONCRETE OK RECUIRED Q. CIQN t t NaI Na 1 ' E. � EDGE REND+ - 1- SEE SHEEN { PERIITICII SNNRe1 ASSEMBLY E (SCC SP[CIRGDONS pN SHEET " ORS am OR EA 0- MOUNTING SECTIONS GN RE CDuelxEa -1 JJe 1 pav3p' i0.s '_ /� I 1/{. /fi/ri IH. »s/v ss Irs O 9' Mae. 012. OC i• II• I . y ./' 17 18 • 1.00• IRN. >Rol ceecax+*ne stufesN xON 91RIICNM1V / • r... E.o. Mw / / �/ /HUI!'rH. S.0.5. RIIN.. 5 SEE 001E IJ(e). L_.J o D' O.C. —O=.& IR10 '1 ON :MCEf 1 PO ROD CONOREn ON SHEET IJ�) OR CONCRETE BLDCN REDUREU © EMRtt MO NTIN INttd I eT101' ATION © BY WALL WALK —OVER INSTALLATION Mdw+ml ASD.—PRrSeII—y n.•_>xoM MNLNI SINNER 79, W-W EEEnT `DA A°" A"�" roR INSTALLATION DETAILS W/ n BY BLADE FLORNA BUILDING CODE Hon High Velocity Hurricane Zor 02017 RLRCO, WC 02017 EASTERN METAL SUPPLY, INC. ASSA BR A '� gy p_ Accordion Shutter SyLADE HV, etnDE j/I W/ OR w/OHK VAN%hV BLADE American Shutter stems onalPnON mr 0.LWI1 R., rc, nLLn TESTING A ENGINEERING COMPANY ST ells N.N, so(Se5) I-f5,Nuiwacnm0,,wm,>)le A990C10}IOn. Inc. 1 OLD IS-095 T/3) I MTE: 07/07/17 Phon. r{we)OelED-30 . rP.: (ws)an-I331 4268 Westmods Odva a e- a: 4lle[aCaM.tam West Palm Reach, F4 33407 a DRAWING No rs-axmHl—� 07 WFLOR A $MI P.C. a RORIGI Lio 0 44 {,ICJ a n.•�.-. END WA O—U- I % FULL ,ENcm SEC NOTES QY L .0 R004 ©, HY LOCx9 © or ® SOHO GLASS INSTALLATIONS W/ 1 HV =AlTRM w=®ON SHELT 0. BLADE W HV CENTERMATES *#CE BACE ITO0PU I� NRN o ®« OR SEE END WALL GONNEGTIDI r"COISTING C ' DETAILS DN cN T 10 k ' « I « L 31/4 --_— _—._------�_.--------------------- ——_---- IN ®«®«©.0a® OUT ®" » — ©'O , pa®'O'�I HIM «�� aCOSTING GASS POUR ONCRETE OR fED RtOCH WALL I� _ AI 1G'®«'©'O« « �EJOUy�y\[0� '_a_8•®«©9.®a1�.®«`[N611N CENT/NV--�'Y-6••�«6•O•®", MIN .SEPdRAaON Y .� — --nis �. ®a l©. �6 aO8 . ®« ro cuss U W OC * OPNDY,LL (SEE SCHEDULE 5 MIN. EEPMAiION «®•® a * IN(Eman ©•®o+®•©a�..® ON SNEEf 11) 1 TO GIASS ��%V!yy�} (SEE SCHEWLE IN OPaa \ «®' --� ON SH1EEP 1— — _ _ OUT--.--_—_.�.CONCRETE 1 "ANCHORS O ' 10• O.C. 3 -- --- - ®a * 3 uwlEs , 9 * " ® OUT 6 1/2• NAIL S x (ExiERxw) HVD OUT TTTTIr2//////tspy' HVE HVF — dS FLORIDA BUDDING CODE Non High Velocity Hurricane Zone"ll' +1 V +'•'..•C +-'I 02017 TILIECO. W. ®2017 Eldl METAL SUPPLY, INC. g l T A VNA A.S.S.A. Accordion Shutter System Tt ■■■. Itv. BADE gt w/ C( W/O KY. vnrmw adnE �F� ? TILUT TESTING & Ass ENGINEERING COMPANY AmerS}SystemsSystemseY It0esemvnax 0Att awxN W: Le ,ov., C` 42ss N.W..1¢a. a, s«.ms ,maam «xoa8, rwn m, Associction, Ion, Inc. I OLD I6-0es 7/np wre m/27 +7 Pnav : (o031871-,6w sm:: (M871-151, 4268 Westroods Oriva a s/aATA�FN�`,111 - WA. Well Palm Beoch, FL 33407 y ORnW�/ING No �/ f1ARTM Nx. j' P.E.'SEALfSIDNATUREJDATE .167 s SHELT 8 OF 20 MI INSTALLATIONALIERNATE "" LOCKHY MALE/FEMALE "T" LOCKS CEHTERMATES LOCKERS W/_(1) HV 6LADE SEE ENO OONNEOOON nETAIU ON SHEOS 10 & 18 OUT IN /r�ovstwc °"` � ]utt 0sxa ttivc xv, xuuttn ax Yur a '� O O �'®'®' u eny u urimtau.n0em0 a/tt0m.e ro0-xw . s 6 . ] a 9 vmxn[0 ox ms snar, wr eE lore xnn nm kIp1 N.1 1 •®��l•�ir�l•lT9a xm a V SEE WE a FOR .l @ r EOa. u mat ]. t sOm vw /umvv nm1-n /vwn Iua IVl6E tNx ilslat mlrsort. xuf E ess0. u a*,, n m ' wo, ci¢avr lM ORvE0a', xEt1 systt 0]OH p [OYt. vppjpgwplg�� MR ----------------------------------------------- LOCK (INSIDE) IN ° N�MXIMM � HDD—HVDE* FLOATING STACK ,1 .t j' VGENS •••; ✓ F D q 0807 MEEEQ M. ' Eco TILLIT TESTING & ENGINEERING CONPANY O]i W. ]yA sl.. Ya ]0!. YALII4A NpxpR. I{pyA AI ENS.: U0*71-1110. m. 1 (]w)e]I-iul —Ta: '.I.O. mm Ee_m0eaa MKRPA IIWf Jr. PE. ROPE' G`' E 1107 A S S A ■ ■ ■ ■ American Shutter Sy91oIn9 AGaootatian, IOC. 4268 Westm.ds DIN. West Palm Beach, FL 3J4D7 0201J F/fi1FRN NEE& SUPPEY, INC BERTHA,N Accordion Shutter Syystem H.v. HME.81 w/ aR w/a Nv yAEilDvlEst O •••. / 0 11 , 11 n. x 0sscvtvnni e•rt 0v/xx vn Ee 1 OLO 1$-0$$ 2]/1 W2 OJ 2) IJ -_ G 1 AL EN \,d'1 III P.E. SEAL/SIGNATURE/DATE ] ] DRAWING No 17-10/ . °1 SHEET ). FOR INSTALATION5 YI/ F RMATES ® & ® or or MAXIMUM SHUTTER SPAN- "L+' OR'L--' (ft.) FOR ONE N.V. LOCK 0 or C or or LOCK ® W/ NO LOCKING RODS or INSTALLATIONS W/ ONEiP OCH or A or CENTERMAT@ 289j) 29 W/ ONE W/ NO LOCKING RODS I� V2: LOCK 30 y11WO 1.001 NO (SEE NOTES tit) AAA uau u A50. 0L9tl1 Rarv+O WALL Md1NIM0 RGOR/CDUNG PARIas uourmNc wma Ix - A%IMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING OS (VAUNT FOR MOUNpN (@ SHER T) wxwlw CONCRETE AST. Ot9G INSTAIUTION$ M� 0 M1Wx/CONNO YVARxV ('04 OR 14 RR -1 now? Au uwmam u (nb T- s 40 14'-2'115�45 13'-4'50 u'-]'"11'-1'la-2'p•-s'70 8'_ST5 INRT IIATIDN I r.ENn CONCRETE & WOOD WALL A. O. C. D. E. M, N. 0. P. 0. MOUNTING F; K'& L R. S. & V. FLOOR/CDUNG MOUNTING G. H. 1, 11, A T. UIN & % , & M 0 MAXIMUM SHUTTER SPAN INSTAL AnONS INTO WOOD SHALL BE UMDED TO 105 pal. AST. DESIGN PRESSVRE RATING. t HV CORNER CENTERMATE /].MY BE USED AT ALL MOUNTING INSTALLATIONS. LDCXIRG SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONONION /2 NOTE 05, SHEET 5. tt E%CEPT THAT MAXIMUM S"umm SPAN 'L- OR 'I--' AND MAXIMUM AS.D. DESING PRESSURE RATING FOR INSTALIAnONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LUm, AS F(ALO,'S: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND B'-O' SPAN, SEE MOUNTING®ON SHEET 7: SEPARATION TO GLASS SCHEDU WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" POSITIVE A.S.D•DESSIO PR ION CNEN L NAX, ALLOWABLE SPAN FOR A CM NEGATIVE ASM. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MPIIIMUM'SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MMAUM SPAN 'L+' FROM SCHEDUL, GNEtI A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. Foal AAAAMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM CMAIMINED SPAN BETWEEN 'L+' AND Y '. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN W L MOUNONGS W/ rL00R/CDUND MOVNEINGS: FOR A C POSITIVE ".D. DESIGN PRESSURE RATING DETERMINE: U+w MAX. SPAN FOR WALL MOUNTING INSTAMATICNS. wLT+e MA%. SPAN FOR FLOOR/CEIUNG MOUM40 sluLAnwn. FOR A GIVEN NECAiNE ASD. DESIGN PRESSURE RATNG: DETERMINE: LI-- TAM SPAN FOR WALL MOUNTING INSfALUnONi LA-= MAX, SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MA%IMUu ALLOWABLE SPAN IS EQUAL 10 ME NINIMUM BEW/EEN %%+', %2+ -LI- AND 'L2-' (4) GO TO ANCHOR SCHEDULE WIN FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE ASD, OESIGN PRESSURE RATING TO DETERMINE MNNLNM ANCHOR 180 g'_9' 4'-e" 6'-B' S'-10' W-5' 4'-6' H V BLADE 4'-6" 6—T' 1'-1. IRS IIRSSO T90 B'-4' 4'-5' 6'-B' S'-1. 190 8'-4' 195 6'-]' 1'-]' 8'-S' S'-B' I95 6'-S 4'-3• 200 6'-2 1-2^ 7-4' S'-Y 200 W-2' 4'-2' 205 6'-Y. 4'-1, 6'-31. 5'-1' 005 6'-P Y AAAyi FLORIDA BOLDING CODE(NDn Rich Velocity Hurricane Zone 11 �I. T✓ OV12 R1EC0. INC. 02017 EASTERN METAL SUPRY, INC. . , nA • '• * LL E C.O LNG. ArSrS.A■ Accordion Shutter System ,,�// GTE TILUT American Shutter Systems Y N.K 9lSIE #1 W/ OR W/0 RV. WNW R!•DE TESTING' & ENGINEERING COMPANY lix. lau..M. w. ]e5. NxGva cwm6 natal ssle Association*° : Inc.Ina. Lv. x o[scvmmx oaAxN en Irt¢v. Lc. 1 . IS-Oes T/n/t Mm a2/n/12 ' flriSJ NOxJlta ONAL� 6n b -Ism , rm : (]05)BT15]I P.: (.1O5—,".1 ,"t6 �oaanilo rna 4268 Viefrr(. 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