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HomeMy WebLinkAboutSET UP-INSTALLATIONI. BERIYA H.V. ACCORTION SHUTTER SYSTEM SNOTD ON THIS PRODUCT EVN_uMM COMMENT (PLO) HAS BEEN YRRF`ED FOR COUNUAHM IN ACCORIUMCE SYIM THE 2DT7 (ED, EDITION) OF THE ,,MU GURDRNO GOOF THIS ACCORDION SHUNFR SYSTEM SHALL NOT BE LVSTA J D AT HIGH VELOOT' HURRICANE ZONES. DESIGN WIND UMDS IN REM BE DETERMINED AS PER SECTION 16M OF THE ABOVE MENEME0 CODE, FOR A BASIC WINO SPED REBURIED BY THE JURISDICTION MNEAE SORTER WTLL BE SHENSTETS; 11 ON A is. 19 NA20. FACTOR Kd "S, USING ASCE 7-10 AND SNAIL NOT EXCEED THE MAMMON (&S.D.) DESIGN PRESSURE RA14M3 INOIGTm ON SHEETS 11 MRU is. I9 & 2a IN ORDER TO YERNY THE ABOVE CCNDNMN, ULTIMATE DESIGN WIND LOADS COMBINED PER AXE 7-10 SHALL BE FIRST REDUCED TO ADO. DESIGN MID LOADS BY MULTNLYMG THEM BY ae IN ORDERTO COMPARE THESE W/ MAk. (ASD) DESIGN PRESSURE R4RNGS INDICATED ON SHEETS 11 THOU 15, 19 & 20. IN OMEN TO VDOFY THAT COMPENFNIs AND MENOIS ON THE P.ED., AS TESTED. WERE NOT C,'ER STRESSED. A ]3 S 4YCRFASE IN ALLOWABLE SIPE1. FOR WIND LORES WAS lid USED IN THEM ANALYSE. HOWEVER, A WMD CUPATION FACTOR CO-1.60 WAS USED POTS VERIFICATION OF FASTENERS IN WDOO. BERRIA M.V. ACCORDION STRUTTER SYSIEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS SEEN VERInED W K ORDMCE WRN SECTION 1609.1.2 OF THE ABOVE U,H, NE0 CODE AS PER AIL REP]RFS: -Iry BALE O 10214.01-M. /W 1501-03, /1004IMI-05, 1121441-05. ON517.02-06, 10609.01-10 AND IMIO.01-11 AS PER TAS-201, TM-202 AND TAS-203 PROTOCOLS ANC AST, E-IMO AND E-1990 STANDARDS (MISSILE LEVEL D. WIND ZONES 1. 2 & 3) & 11220,01-10 AS PER TAS 201. 2IL5.1 2" PR010I LARCE 116511E -HV YIDFDDI DADE o /DSOSAI-0B AS PER AST! E_NMO AND E-1896 (M65gE "C"L D. WIND ZONE I. 2 3) GASG PROTECTION ONLY AND / W25.01-0 AS PER TAS 202 PROCCOL 2. W BLADED AND W WINDOW BLADE a ARE ENGWFFRED TO %,M IN UNEON WTH FAO, OTHER UNDER TILE CETERA UMTAnoNS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HY SORCWS). USED AT OUNCES KNUM E ART) FOR OOECT MOUNT CONNECT RN TO TRAMS SHALL BE 114Da75' AND 014.1.75' RESPECTN£LY, 410-M MIN STAN EBS STEEL BOOM "M 'Mo W WED STRENGTH AND 190 W TENSILE SIRENOTN. PUTS MAIL BE COATED ON BERTHA W CACND ,,_,, COATING SYSTEM AS MANUFACTURED BYMVM SERE APPROVED COMING APEM1ICAIORS. RECTW ERM NH AJERICAN SHUTTER SYSTEMS ASSOCLABw PINS MUST BOAR ME HV MONO ON HEIR MERE. 4. ALL UL%IRJAOM SNAIL N7JYINLIAI ASSOCIATION :IEMP L1DY .DUD R AS 6CO5-IFS INDICATED ON SHEETS 2 AND 3. MINIMUM YBLIt SaIERM MR BOBS-P6 ALLOY IS 30.0 W AND 35.7 W FOR -IFS AALLOY. 5. ALL SICKENS TO BE SWNLESS STEEL 304 OR 310 ASI SERIES OR CORROSION RESISTANT COATED CAREON STEEL AS PER DM SDUiB M, SD W TIN. YIELD S,,W, AND 90 W MIN. TENSILE ARENGM. AND SMALL COMPLY W/ FLORMA BUILDING CODE SECTOR 24111 4. S. DOTS TO BE ASTM A-307 GALVAMiEB STEEL, OR AEI 304 OR 316 SERES SMMLESS STEEL WTM M kW MINIMUM YIELD STRMOFL 7. SIDE ME MULORMH SHEETS MR ANCHOR SP.CIFICATIGHS: NBI DUDE 0 : 1413.14.15 AND 20 IN RAGE 0' & O WDRMNO IN UNEDN: 12. 13 & IS & IWS BERTHA HV. A onatON ARlnEN SYSTEM BEARS A U.S. PAYER 16'179.51M COMPONENTS OF THIS APPROVE ARE COVERED, IN WHOLE OR IN PART W LLS OMEN, 1S45B.179 ISSUED TO ASTERN MEAL AIRY, W. 9. a AWL GE ME PESPONSIBILIIY OF THE CONIRICSDft TO YEREFY ME SOVRDREST OF THE STRUCTURE WHERE SHUTTER E TO BE ATTACHED M INSURE P,,,M ANCHORAGE, CONTRACTOR TO SCA{,/CAUUE AL SNUFFER COMPONENT LOGES WON REMAIN. MRU FASTENING IN CONTINUOUS CONTACT ttTN THE BUILDING TO PREVENT WIND/RAN INTRUSION. to- EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE YNN WARNING HOE; O,MG PEF,on OF' M,,M,E AND ND MIMS. WARMOH.S NONE OWNER, IENMR. OR OIMEE. NUST PROPERLY CLOSE AL IN bi0 HD CEMIERMATES AND ENGAGE OR LOCK All HV 11, SITU TER MAWFACMRMS LABEL SIUt1 BE LOCATED ON A READILY %TM LOCOM AT ACCORDYA ION SNUFFER IN ACOMDMCE M SECTION 170 -9.3 OFFLORID, G AUDVO CODE ORE LIBEL SMALL BE PlACEO FOR EYERY OPENING. LNMUW TO COMPLY MTH SECTION ITOI." OF THE FIDRIM GUROMD CODE 12. BERTHA HV. ACCORDION EHUTTER SYSTEMS MSTP11ATi0N SNAIL COMPLY WITH SPECS R"REATED IN THIS BRUMB PLUS ANY SIILDNO AND ZONING REGUUTMNS PROVIDED BY ME JURIWICFION WMERE PERMT R NMLIED T0. 13, (a) ME PED. PREPARED BY THIS ENGINEER M GENERIC AND DOES NOT PRWIOE INFDF6GT0N FOR A SITE SPECIFIC PROJECT; t.. WHERE THE SITE EMM,,s OEVWE FROM THE P,CM (b) CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, PURGUSE AND INSTAL AT OM INOM ONO LIFE SAEn OF THIS PRODUCT, BASED ON THIS MCO., PROVIDED HE/SHC DOES NOT CEYATE FROM THE CONDITIONS OENLED ON THIS OOCOAENT. CONSTRUCTION SAFER AT SITE IS ME CONTRACTOR'S RESPONSBMTY. I.) INS PIED. WYLL BE CONSNERED INVALt IF ALTERED BY INN ME06. (4) SITE SPEOM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENONER OR ANCORECT WINCH WILL BECOME THE MCMEER OF RECORD (EOA) FOR THE PROJECT AND VINO WILL BE RRESPONSIBLE FOR THE PROPER USE OF ME PLO. ENGINEER OF RECORD. ACTING AS A DELECOEO CNCOER TO THE PD. ENEJNEER S,,, ARMT TO THIS UTTER ME SRI, SFECOIO BPAMoS FOR REVIEW. (e) ORIONA PED. SMALL BEAR ME DATE AND ORIGINAL SEA AND SIMAWRE O THE PROFES!iMU. ENGINEER OF RECORD THAT PREPARED T. TABLE OF CONTENTS MOM HOPES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 iYPKAL WINDOW BIAWI DE & ROOYN DETAIL AREA 2; HV RI ADE (D A&'D HV WINDOW RI AEG 1nA (WHERE APP I AR F) TYPICAL SHUTTER ELEVATION & NOTES ON EDCKS SHEEr 5 INSTALLATION OETML A-F, CONCRETE/BLOCK SKEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLMK SHEET 7 CENTERWTE DETAILS HV SHEET B CENTERMATE ALTERNATING OEENLS W SHEET 9 END CONNECTION DETAILS I-6, CMCKTE/,L M SKEET t0 MAXIMUM SPAN TABLE. SHEET 11 ANCHOR SCHEDUIX- CONCRETE &BIONIC SHEET 12 ANCHOR SCHEDULE- CONCRETE & BEDCN SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- W000 SHEET 15 WSIALLADON DETAILS M-R, WOOD SHEET 16 NSTALL47ION DETAILS s-IL WDDO SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA 3: PTF WINDOW BLADE A SHOT 18 OI' Y TYPICAL SHUTTER ELEVATION AREA 4: HV WINDOW FRADE n ON SHEET i9 Y INSTALLATION DETAILS. META STUD DUAL,, SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To SCANNED BY St. Lucie County P Q�? ............ �Fr�9 �}GENg;. 9 /[� ; iE U ♦ / C F ..,•..fi •. _fs;�p4 S/-RATE '`' or ZTxA.LSROAx4uor /nArr b2017 MTECO, INC. IL EC O,IEa. TRLR TESTING &ENGINEERING COMPANY 6u5 N>. .uln a. m. xi,, M. co ms, nM+n IDI PI�:13�7571-150..•.:(S Frl-,S,I ®RM�.cweasRm WA`a A MMt+,. PE, DORCAL I44167 A.ST.S.A■ Antertean Shutter Systems AseoetaHon, Ina. 4268 Westroods Drive West Palm Beach, FL ]3407 02017 EASTERN META SUPPLY. IN, ER A V,M Accordion Shutter System ITV. MAX #1 W/ OR W/O HV. WHOM BALE , 9cxnonPx Dart wuTnl B. Le 1 GLo 15-Dss n7/L wTG D7/YF/17 x 3 DRAYVING U. 17-107 . V iO HV SOLD BLADE COVERED UNDER US PATENT 111 5458179 OF USE OF BLAD_F- �ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE WJ HV L91)' m r083' Q,,4 IC e6)O ] 520' Q 11 HV CEILING HEADER 0 F1ED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VAUO 6063-76 ALLOY AND TEMPER (10 SIDE ANGLES CDAUFlED FOR USE WJ HV N OA C3�HY UNIVERSE. FLOATER QUALIFIED FOR USE WJ NV BLADEQI 60OS-T5 ALLOY AND TEMPER 13 HV HEAD/ER/SI I OUAUFlE 0�63RT65ALLOY NA 0 J PC (i�ONLY ALUMINUM ANGLES OVAUFIED Fa USE W/ NV BLADE (V ONLY. 6063-TS ALLOY AND TEMPER ®QHUVDDRCSEOMV BLADE � 6061-i6 ALLOYOYAND TEMPER. OB HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV B }DE 1 \ 6063-T6 ALLOY 0 TEMPER' 13 ND CEILING HEADER/SILL OUAunEO FOR USE WJ W BLADEQ SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER CQLPPNENT A p TI T2 I] 2- 5- ..l 1/8- 1/8' IM1L10192• 10.192" 19 1 2.3• ]' M.UL 0.190' j 0.190• 0� 2' 5' M.aY. 0.139' 0.131' ©Hv saa/TB(r STARTER QUALIFIED HV BLADE OR USE W/ 6063-76 ALLOY AND TEMPER .993' 842 12' L .920 L U9 HV TRENCH TRACK QUALIFIED FOR USE V// HV BLADE01 ONLY. 6063-76 ALLOY AND TEMPER % Y I I S' 3' j0.490' QUALIFIEDCORNER POSTS FOR USE WJ NV BLADE ND 063-T6 ALLOY AND TEMPER Ld HV RAINGUARD OVAunED FOR UIE W/ HV W63-Tfi AB0.�OYEA1)0 TEMPER 111,P\.W, •` liq s': `JcENSF e � q /} 1 /[/� ^� •' -'^TE oit :• * j O-;-—�@�.: ,ORIDA: a� 31, 1�SI (tre1 Rom` 1111 P F�'Rfdf i�!/'�tiMNJC /nnTC 02077 TRTECO, we. �L �+ A A■�7■S■Iy■ American Shutter Systems Association, Inc. 4268 1Yestro0tls Drive West Palm Beach, FL 33407 0 2017 EASTERN METAL SUPPLY. INC. BER TM Accordion Shutter System HV. RAVE Tfi W/ OR W/0 HV. WNW HAVE TILT TESTING k ENGINEERING COMPANY °�6 °•� N'" 61-F'. "" �6'x n6fla• u, P6376]I-I530 . re.: (305)6»-1331 °taoO00".( E9-=19 g4nR A v, 0 L. IT na.�A U['�N16T utscmeOx utt wA.n 6e Lc 1 OlD Ts-oes ) 27 1 0MG 07/n/17 2 3 DRAIWNC NP 17-107 curd A S f P1ui � moor ELDIAIKMI � LOCKER FOR "T" LOCK CENT RMAIE OUAUFIED FOR USE W/ W BLADE(DONLY 6063-T6 ALLOY AND TEMPER 1917 M OUAUFIEO FOR USE W/ HV BLADE f & A , 6063-TS ALLOY AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ HV ERADE0 6063-T6 ALLOY AND TEMPER INSTALLATION WILE REQUIRE A 7/1 yyI } D ILLED AT TRACKS FOR PROPER EMDEI 1.) 6• M1� �I �OUIAUFUEO OR USE W/ Nv BLADE 1 aNLY 6063-T6 ALLOY AND TEMPER 6063-T6 3)3•A HV 3/8"0-16 Af J.IGI .z 62� n OUAUFlED FOR USE V/ HV BLADE 1 & to 6063-T6 ALLOT M0 TEMPER x1/r C11/A'e 1 i�A FnF 1 /A" a —en .'c' :— O HV EGRESS LOCK QUAJRED OR USE W/'HV BLADE 6 & @ ONLY. �316• - 1e, L360•AFTER RntTmrc aeroR6 RNEIIND W"9-20 RIVNQTs ]024-v AMaY) URGE n > w Up. AS x ACIVRE¢ ¢r Ay M. IS1 .0M OAN OI Ea1Y1 RNATIVE LOCK FO1 USE W/ NV IE ONLY. DAYS'_ Min. I .123 M. *0- R. ®AD Li CK BY REGETT 1W DWARE MORTISE LOCKS SERIES 2133 NOOK BOLT LOCK. ^^^¢UAUFIED FOR USE W/ HV BLADE D& 9 P��`CEN Jwr✓ R 01) M �, vG OW17 EASTERN METAL SUPPLY, Inc. 1L E C O A S B. A ,M Accordion ENc. S A Shutter System •: * TIWT TESTING & ENGINEERING COMPANY Amerl¢an ShuNer stems SY NV. BADE 01 W/ OR W/o RV. wmm RUDE Df3`m"'"" a1[ OPAN„ �: L.¢ STA i u� xx. ,w�, a M. ,m, Y.«A aum¢.s ,Lao. ,,, PAmn Association, Inc,nc,Di, ¢LD 15-M T/27/1 MZ-. 07/27/17 . p ,� ' �f'••'2.. : t36 a%E21-13W . rm: (1M1SjpY1_1v, 4268 Weslro¢ds a DRAWING No 1 .... 6t, 1,3` ,• s ••.........`.���ip^\a ®6-emaili °"^ West PDIm Beath. FL 33407 1, •' ,V)RA1� ID" PF CFA1 A .00%nA)r ".L1w A 1 L. P<. ROP¢A lk. ..16Y 1 17-1 07 , SHUTTER ASSEMBLY SCHEDULE FOR HV HV a HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'.3/I6• THICK NYLON WHEEL. 0.188-e AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ @8 HEAD ® HV 2 3/4• ACCORDION PIN W/ ®e HEAD k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t Fli hww OUTREMENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iD OR HV ® BLADE. q� 19AL SHUTTER ASSEMBLY (2) HV PIN g MAY BE USED IN LIEU OF ® AND ONLY AT n EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O D0.32a- GLADE WHEN CORRESPONDING TO INSTALLATION 'W. SHEET 7. 04�r p (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER TIT'.0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> SHEET N.T.S. I K EXTERIOR .Ie7s• }� �. IDE .as2s• sly ._. .oers .oazs' nnvt PU6OC LEXAN 103 NOTE "F- ON SHEET 1B). POLYCARBONATE SOURCES FOR s mcu rmmxnxs .rPe..n, sx�wm r.>9u PDsv: x mcu mm sraulu7x unll De]a aoo wv sam ' ..vi nLiYA M¢LLS seem 61Y Tf ]NIID PLL YAO]D P.1 -•-- 11� DDmn .a91Y G)bU ax; a [u a YM we v Duzmw u1v Dnu 1. sus a -I ua mr u:mcx A9K Drum .aD r saD asu <ra xnmD s*w.nN umr un Me vw >.a eva .0 lomr snesi a>rar.u>wav .m ne ewl wa eeeo wa • 1,r:'�CEN$F `;�9 = •i Q 4 1 °•••'' s: 4 C2O1) leTEto. Ne. IL E CO mc. A.S.S.A■ AmeMcan Shuker Systems AssocloRon. Inc. 4268 Westroods Drive west Palm Beach, iL 33407 ®2on EASTERN MUAL sLMLY. INC. - —_ B T A VT. Accordion #1 W/on Shutter System KY. MACE Ai W/ OR W/O KV. 1'APOON MADE TILUT TESTING t ENGINEERING COMPANY D7]! x.. 7-0q fl. ]p. ]D], xsMu DxrzDDIA xtam. LI P.II. r (MI)WI-usc , I.: (aps)sn_Isn ®laeoe7o '" xaum a 1wr,,. Pr. RDNDA ❑a / aal4) e wsemrnoN art m.c,. IM Ea 1 OlD Is -ow /27/1 MIL 07/27/17 ........•Q. _ s `s$/UNAIEN�''1 . ••• .•• P F SFAI /rlrMen for/neTr 2 a DRAWING No 77_107 _____ , . w'u" � ' l III�I `.SI� SLVI m` L 1D•�Slw ©. �i'�•'v'm `✓•pia®•�a,�`S•�"'S3V•Y.i TYPICAL ill) HV BLADE SHUTTER ELEVATION N.T.S. N OF CORNER CENTERNAATE I ATTACHED AT TOP A IMKMUM NE IrY LOCK a ® SMALL BE USED AT OF SMURER SPAY FOR SPANS UP TO 10! MAY BE USED AS AN INSIDE OR OUTSIDE LI r 1/2' LONG FIAT HEAD S.B. M.S. LOCAW TnP SHUTTER ELEVATION. 12 OF SHUTTER SPAN FOR ANY SPAN AND FOR MST DONS Y C. ATTACHED TOO OR W4 ANY OF LOCK SHALL BE AS MgCkMp-,R UP TO 1Wp NV CENTERNATES TOTO ENHANCE urn I U-K'C L POBIOON, BUT MAY SNORER PFRFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE AT STACKING POSITION (NON HURRICANE POSITION). MTef� S.SSMMS. TWO LOCKING RODS IxsrPlUnONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AB µ`{NSIDE'OR OUTSIDE LOCK. ARACHNEM OF I/4'e-20r3/t' S.S. 1MUYBSCREW TD 0Op CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALW. RNNUT AS SHOWN ON SECTION HYE, SHEET 8. ONE LOCK SHALL BE USED AT I/2 OF SHUTTER BPµ On TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. NANBAN R CdM /r MR I'�• �'^ • ONE W LOCK ® or 6 er 0 SKALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY WAN OR 12' MOVE OR BELOW 7/2 Of SHUTTER SPAN FOR SPANS UP TO Or. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or @ or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or @ SYNME,,,,, CETiTERWTES W/ (2) 1/4'-20 r 1/2' LONG FLAT READ S.S. M.S. LOCATION OF LOCI( SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Q� W/ OR 0 TOP AND EOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND ENTERMATES: OF LACK 99 INCLUDES USING REINFORCING LOCKEre , AS SHOWN ON SECOOY HVG,-SHEET 9, WHICH rLIUSr BE CONNECTED TO CENTERMATES & µD @ W/ 1/4'0-20 r 1 1/2' LONG SS. THREADED BOLT W/ 7/8'0 r 3/32- WINGNtR OR W/ 1/4'P-20AI' S.SN.S. M e A 1/4br S/8' RNNUT. IACN VAY BE INSTALLED AT YIDBPAN OR 12' N )U(0,I M ANY ANO .11. VIM"aY Tree — nrvr rrvvn•r_ nnr.....a NOTES ON HD LOCKS & CENTERMAT U I. dQ lOL1E y W( NO tENRRYAI!(al R • W/ 33 E ALTERNATE NO LOCH 0 ArBE USED IN MU OF HY LOCKI D OR FOR ANY SPAN ANO IN$fAWaONB AT ANY E.04ARW. ALTERNATE NO LOCK (B MAY BE USED AS AN INSIDE OR WTBIDf� LOCI(. ALFYM ACHNDR OF NO IOCK TO ® 5 W/ 3 /B r 3/8' PN SS.M.S. ANO INCLUDES NfORCEVE RDM INSERT A5 SNOON SECTIONS HOB- AND NOC-HVC. SHEET 10. LOCK MAY a INSFALLEO AT LOGSPAN an 13' M MUM BELOW OR ABM MNSPAN. USE OF LOCKNG RODS CS 5 LOMPLETEY OPTIONAL. 1111�1r4""cee' • /l9 z 4\ SF.• ✓ •O j ' // . * 90 •. F ;' °' nRiot, ��M1�Tr;T7 o2017 TILTEW. INC. IL ECO,xa. RILR TESTING A ENGINEERING COMPANY aAs K,, ,Ao.. SI. >a.. wx. vRee„ eIOmy nwa wI vnww : (ws7pn-New , re.: (smisxl-ImI ® •r^19 m^` mLiw A nua 1, P.E RD U, 0.4167 TLUNA 11=111 A.S.S.A■ American Shutter Systems Y Association, Inc. 4268 Westroods Drive West PoiTn Beach, FL 3,1407 U WUL Non High Velocit urricane Zone 02ML 017 EASTERN NESUPPLY. INC. B Accordion Shutter System H.V, MADE R1 W/ CR W/O NV. VAN1DN DADE DoaRmax as IARAb! Ro Lc I OLD IB-GU T n I wle w/n/n ; •'• . .......` \a1 dY ' SONAL E all P.E. SEALJSMOURE/DATE x x DRAWING No 17-107 / ° SHEET 6 OF TO ° BETE ANCHORS POURED CONCRETE POURED FIGURED (SEE scoeutE ON OR CONCRETE ELM WNCNEYIERED �.U,� RECw� 9iER 13) REQUIRED 1/a'P-2GJla' S5. <ONCAM ANCHORS MACONE OCREY5 .. coNCREiE ANCHORS (- —� )©1 B &MTM (ssC u,YJmmc ®a g¢r >) • r � (SEE SCNEWEE ON (SEE SCHEDULE ON SNE[T 1S) SHEET 13) M115 a 12' O.C. S A'-__ 14 Q HE 1/wdm+c�3sacrs s. -v -/ - WING 1/+'-20 NUR �' _ 79 CEO W 1/2 1�4•� d 12' O.C. [. D.• .u0' MRa I IL 13 ORD.• ` 11 .200' uw. LrO•. oPnaxu i maa� ; . fi, m 6m¢RA'o 1 OR UIN. SEPARATION To CIwS$ 1 EIO5h4c uw. suvP aN To C ss I 1 �q � (SEE SCHEWt£ ON SHEET 11) `—(SEE SCHECAE ON SHEET 11) 1 G ASS C ©HV WALL HEADER INSTALLATION ATION QB HV WALL HEADER INSTALLATION + KEYSTOHE i L snc Gy5 1 UN. CUMLE N To L,$$ 1p aw6 C7E : 1 OR Q^ (SEE SCHEWLE ON SHEET 11) 1 UN. SEPNU110H TO GLASS 1O—+ 1W.A. mTggPxPa� `(SEE SoNtsua ON SHEET 11) a•mme y0 � CM3TIN0 d - y3� I f avROtYt IM,yI F[J) L0.- 1/1 Mm. it E. D.• I __ L i i 1/a ' I . f OPDON4 i V'y E. D.• �" I „ "� Y ©3 w 15 �• 10.• ' ' 1/2 19 LE EJ 4> f 1 �� • PN5313O�PU55 S.S.O 1 \ Us'. Q E MIpYNE SOiflK us NG ��I CONCRETE MNCMgS L 1/'1'10-20,3/a" SS PLmL)Pa ._ `cONCiEIE ANCMdiS t I IB TRUss HEAD M•cNst: 3CNEws �' (SEE SCHEDULE ON SHEET 13) 1' 1/a'-20 NUTS 0 12" O.G. , LsN SCHWIILE ON w/ 1/•'- 20 NUTS O 12' O.C. POURED CONCRETE MIC I Min. PORED CONCRETE SHEET 1S) CONIXtE1E �CCA OR CDNCRErt atOaL " �1FC0 C HV WAIL SILL INSTALLATION RED DoxwErE 1 ( RETEaµNCNCR REWw® ( HV WALL SILL INSTALLATION 0R CONCREn 9LOdL wAu REouwEo © HV WALL SILL INSTALLATION N9E EDR MIPwFOR PI N. SHUS: INSTALLATION DETAILS W/ _ 1- SEE srrtEr . ra+ TYRrx sHvnER • c. o. -EDGE DISTANCE, ♦ SEE Uf A110N3 OF USE FOR C �2- MD11N11NG SEODONS CAN 8E COMBwEO (SEE SPECM11CAnONG ON SNEEi i3) BA E ON SHEET 10 A17 HV BLADE w ANr WAY ro sY1r Avr, iNsr&uT1ox. r rrr � A N1L, cN " ^ n �U• •JCENSF"•,L`y = 4 3 Q C ,r••.. p,; , ., ON17 TRTECO. M, II LC TILUT TESTING A ENGINEERING COMPANY ev, Nre ay. v. P. m Mwy.A rAArmix ama IN Pm..: (3m)e7t-u3o rw : (xifb71-1ss1 .-m®�g e0 °�, .10I A=ff lm P£ 'LONEW'''I, t .167 HDRNA BUILDING A S S A ■ ■ ■ ■ American ShuBer Systems Aasoe)atlon, Inc.1 4268 Westroaas Drive West Palm Beach, FL 33407 CODE Hon High Velocity Hurricane Zone 02017 EASTERN MET& SUPPLY. Me. BERTHA NVTM Accordion Shutter System ay. uoE gl w/ OR w/o Nv. W ovv BADE . N O[Sa1O1WN P•n oRNnN ec L.c. aG is-oes /n/1 um m ,`�c•'�1^ '. rs/ON/(L �`e,rj1 °... P.E. SEAL/SIGNATURE/DATE 2 ORAWIING No 1/-107 a 3 SHEEf 8 OF 20 e POURED CONCRETE ANCHORS CONCRETE (Mr SO20utE ON SHEET 13) MQUIREG 7onW11 COCA a,— SLAR IF I , I E. 0-- (R WY FLOOR INSTALLATION t I WASHER HEAD 0 12'O.c. >40RIS EMSHEET 13) E 01 DOE OF SIASE IF AFPUC&II c ME OR R RD Ft,&T -W CONCRETE ctow; (SEE SCHEOW-E ON SHEET 14) CONCRETE (ME scIA SHEET IV V.V L LS�RXE ON SHEET 14 c s 0 Y FOR UP TO +70. -75 PSF AZ D PRESSURE RATING & FOR SPANS PER x V. SHEET 11 CONCPETE I OW MIDAIR a 9, D.C. I I — 1,111,8 - JQ 1. - ----- I 413 4 �S. I I rl'-j OR 11C.-20 S.& uu. M, ANCHORS 6 w/ NUT a 9- ox. MILE ON /4 SHEET 4) OR Ga. EDGE or sjAD r, I �014.3/4"FK S.O.S. 7/8- 1 7/8- APPJCASLE 0 a, D.C. LEN. POURED CC NCREGE (ME K� HEGON ON SHEET -,�ME ROTEV(D) RONOUD \— CONCRETE ANCHORS ME NOTE 13 D. OR CONCRETE BLOCK SHEET'.) ON SHM oProux-i POURED REQUIRNED OR C,DNcPVE-/ OK HV WALL --LOOR USTALLATION L2' RECORD HV AINOARD INSTALLATION t W-W NOW MR CO.,qAwNl OF SECTIONS BE E. 0. . DOE Ov9MCE RZWWAPlE WHEN PEFFOWEO `,- SEE "M 4 FOR �ICAJ. SHI (ME SpEvnc;GcIm M s,ICEr 13) ADIACEW TO M 0 7 INSTALLATION DETAILS W/ 0) HV BLADE )AMEWRLY OR ENTU&NM di ANY TUT TO SUG AO' INSTAllATION. j11T1 2- 'OUNTING SECTIONS (WI IS CCABINED SiRk Ak. FLORIDA BUILD CODE (Ron . High Velocity Hurricane ZOF, MMO, NC. 0=17 EASTERN META. Supp,,Y, WC. 9 —R - 0. 11LIEc 7, r.7 A.S.S AccoW rdion Shutter System Kv. mAm #1 w/ OR W/o KV. WNIM BLICE 1 0% TILUT TESTING & ENGINEERING COMPANY American Shutter systems -im— 'it'. fta lo� L,, Association, Inc. 1 00 15-085 57/27/14 Got 07/27/17 0 N rtota, .,. -:5 671-15.10. 1.: (M)8VI-IWI 4268 Westroods Drive 2 /ON - A - L WeSt Palm Beach. FL 33407 ----JI)RAWNG No . ........... 'MMA PE ---I _t 07 P.E. SEAL/SiGNATuRE/DATE FLORGA, U' 1 44101 STE I au., sE�+uunox (SEE ON 51LRT 1I1) 0, t) 6151PL Gul INSTALLATIONS W/ 1 HV ��®®°W° -- .* Ne ]Laaw]E N71arx BLADE WZ HV CENTERMATES ��nAA�p�q b pa6 �,Eo (23 Iw OR "WING cuss 9ETAI -ON SH ET¢N10 AL0 �w / a---------------------- t---- - --------------- CENTERMATES ( CE TE ES W/ HV LDCK or wtrory W/ HV LDCK 1 a w Iro s 35 * FIN s6E scNE E ory sr.TCT I1 LOW a = � -------. --- OUT HVA a HVB HVE 02017 mnco. M. 1 LC 70.UT TESNNG 8 ENGINEERING COMPANY Was'x.. X A 9,. M . EMOO4. 11Om. A' come : V03N71-1ma . F.: (WS)071-1e31 a- v tai.ceood.wm ce-aoue]1v FLO mA i4R A. P.L a0A0A tic. t 44167 L OUT ®'W HVC �E%ISnNG GU55 our w A.S.S.A. American Shutter Systems Association, Inc. 4268 West*oats Drive West Palm Beach, FL 33407 FiD4ai �- 16- D.C. i nrvnsiE5 i iI ACK i HVF** ND CODE Hon High Velocity Hurricane Zon W2017 EhSIENN MUX SUPPLY, in, BERT A VT Accordion Shutter System KV. SAX 81 W/ DN W/o HV. WNM NME oarnvnox wa sw..11 ar, Le 1 atD 15-0&5 /2ry1 a+2 W/2]/17 2 DRAWING No a 17-107 ALIERNATE INSTALLAIJONV " 1OCK ( O HV MALE/FEMALE "T" LOCKS CENTERMATES 8 9 LOCKERS / M HV BLADE s o SEE END CONNECTION DETAIL ON SHEETS 10 R I6 OUT euaeOwu ma mT. roocam ax sccr a. I �oAO•ob�0®� �`���at�.rax+waa.atm«,��-,x,,. I 6 J � 8 10 :xmnttA w Ma vrtu, ,wr ¢ uNn w:.x nR µryry. {, to •Q�w6ir•f�ITyl•,f9s umxwmx Wxmm ¢ • on � sl6 xo1[ a ros "v !Oat® , Y IOCS Ox 9¢i S Gm, -a .utarl ::u .uc wx m.:swr. rw I mro. a uuwnnwtA w •wa cxwa. +m®x «uywon. nn +wsn omf, m taw_ QRHV "T- LOCK NINE= 0 . • E � ' , K I G�`i c�' @ 0 o—uT 5oR@J of I 3 31 oa® I ` /A- 0-20 . 1 1/2- S.S. M.S. 4 35ro Y/ 7/e"0 x 3/32- WINGNUT. lanpaW HDB=HVB OUT ® SYMMETRICAL HD CENTERMAT S VG* W/ (U! LOCK (EXTERIOR ..NavnnvR.__ SYMMETRICAL HD CEN-HYM•AT c W/ (iaP LOCK !INTERIOR) m .an w :ms..rorp a wp ma w sm a wm¢¢ wxmc wICI x+n.ao-nm rs wu,a ua cprwwa,mr me m. aa`O '•, A. � -'-. 'vGENSF•.•.✓y 0.4 ? ' CX17 %MC0. we �� LN- TltUT TESTING & ENGINEERING COMPANY aua ".«. ,en s. sn. wa,.*a, cuooa£ ,twn, v: ntio•"' O�g ` xµnn, wa x, a.l no°c'' u` / Mltr FLORIDA BUILDING /� + c /� �1.a7. •7.F1. American Shutter Sy terns Aseoclation, Inc. 4268 Westroods Drivt West Polm Bcoeh, FL 33407 CODE Non Nigh Velocity Hurricane Zane 0ton EASTFAN YETN. SUFTiY, INe. —DERT TM Accordion Shutter System H.V. I;ADE , W/ OR W/0 H.V. WHM BLADE Off,°.• . f •.. / �• Q' �• o : '4,� ,I otswronox e•tt aaµm oc Ln T 7/ 17 • /ONAL ENG,,II' • •• R.RR•'" P.E. SEAL/SIGNATURE/DATE i DRAYIINC No 17-107 a • s SHEET a DF zo • 1 . 4 CW<REIE ANCHOR, > oI6•oc —21 MIN.— EO EO (LOCATE SR)E ) of (9) 1/z• Mw. /10.1/1• SMZ. / _ O US- O.C. --- F 1 OR 6A' —POIIRm CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE' RECORDS - BLOCK W4 PEouvtuE t BLOCK WAu- REONRED clwc9 OOSTINC CVES �Exisnvc tux SaRgUTKR < ILV. SEPAR010N 10 6ASi (4i �NNikW To Casa (sE - Its re tt@um IeN ro anss (sLE I " mrtwi W EIEET it rOR 9 A'a f/I6'.J• MAX (606J W sREi 19 WR Qe ® Sak03E W 6iQT ND F . W sEC 19�" � RA9F5 Q7e Q7) K aLQ$EE PLATE. (WaTE 1/2• / 1 W 942f 19 t%AG6me® 1/7=� AT OTHER =E UN V ID) I USE 1. OR 2• N.OL — /TOd/Z• I i _—_—_� (A9 APPDCABLE),G11/B•aO o la' O.C. I/ % CUP ANOIL L (W63-T6AI.UUQWj AT YJOXpONT (1) A2- — d 4 i flo6 s s.us. rope (TJ /Vo TA- (2)1/.•0 TAPCONS ANCHORS TU SEC CETNL K F 6� CONNEU /,�,. 1 OR (LJ WAU. AT i O.C. (l«AiE AT 1 ERNEW SQE orp) SEE ME % fOR N OR TT Co/ •®+ SOE CTO TRA ON O iRACKe ( 1 6 fi ®•O^�Q• 6 1 SEE OFTM. X Q•®•®• Z—fxSTiNG CU 1 WE NE N TO TRACKS CONNE�CTLO - DETAI 2 END CONNECTION DETAII Q3 NCRETE Ofi i R CONIC � att%:K WALL � �AT• e OR NG GIA55 I —ri t0 •� •®s •®s .®yQ )ETAII ER THAN •-u .ie] T ED L/ aAusme QA - 4 I — — G• M.N. ri So 6 oR ®OR@OjI 5 ® R• uiN. eSe AO (A SNOT USE FOR QR OR I®OR 1© OR T VIEW Y I OR ®' PLAN �C-���� y POURED CONCRETE OR 1 OR •i�•Q,O• _Gl,® ®Q�.®•®.Oj •0�,�• DETAIL X REIXIIRRED al«N WALL ��•0„0.0, 0• CcJ-®•®•®,©•©• END INSTALLATION O O ©•©O ©'�'©•©O ®• (1 V BLADE OR HV WINDOW BLADE INTO ®'®'©'®'�' ®®"®'�'®' CONCRETE OR CONCRETE BLOCK WALL ENA CONNECTION DETAIL 50 Qe•®•0 ®. .®. ODETAIL © OO ®-®•®•®•® P FLORIDA BUILDING CODE(Hon High Veloci-ty Hurricane Zone TIt �: '•VCENSF:• '9 Q90T91RR 0=19 EASTERN MET, SUPRY, INC. ASSA TO * '• �L�C p Accordion Shutter System •a i i it ; Kv. EdADE #1 W/ (R W/O H.V. WNXW WX 'Pp'• ('•"a:�y ; 71LUT TESTING a ENGINEERING COMPANY American Shutter Systems �, �"ON eAtt �W �,; L.C. %,o ••. ��� _�•4Q' fi uee N,W. NM.. st, a,. Sm, wgGw wAN4 ltamn ,,,, Association, Inc. 1 OL0 is -Des T � �fi Pow , = F1- /Z] 1 wiC 0)J27/1) g•' . ( )e few . F. ;. (wa)gn-tut aods z S/ONALE �' dP 18 6}1p Rest Pol Palm BeoBeach, FL J7407 a DRAWING No 17-107 P.E. SEAL/SIGNATURE/DATE .167 r -n L- ATIONS MAXIMUM SHUTTER SPANI -L-- & ®or or K ®or ®or OR (ft) FOR AiSTALLAnONS Wl`3 �or ICLOCKING R005 or I ONE ar I 28@ 29 W/ ONE VI/ NO LOCKING RODS 30 W/TWO LO DNC (SEE NOTES tit) wvsrol-_..-..-'-' ..___ ... ................ 4Sp OL9O1 %TSIIQ WALL MWNTItG RWR/CEILING j MIXirmroc a PR -T SCHEONIF 93 "MUM SHUTTER SPAN* "L+' R "L-' (ft.) INSTALLATIONS ONE HV LOCKS IW R"I )W/ OW/ NO LOCKING OOS (VAUC FOR MOU14IND (1} SHEET T) Ayp P�(�yp CONCRETE I SaIO]IONS µyy iWR/CllyNO MpJMIRC (: 1 i7 a MawRNO L-W 30 40 14-2' IS 13'-4• 1A'm1' 50 12'-3" 55 11'-1• 11'-i]' 60 t0'-T 10'-t1• SS 70. 5 CONW,�O MWALL A, B,M. 7&L N, 0, P, 0, MOUNTING F, R• S. & V. F400R/CEILING MOUNTING B, H & M 0 MAXIMUM SHUTTER SPX! "Li OR'LFOR MSTAI3AilON$ INTO WINO SHNL BE UMRED TO 105 Pit. AS.D. DESIGN PRESSURE RATING. t W CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING MSTALNTION& LOCKING SPECInCATTO SHALL BE AS WDICCEO ON MANDATORY CONDITION A2 NOTE (I5, SHEET % ttEX6PT THAT l=mw SNUmm SPAN 1: OR 5.-' AND MAXU UM AS.D. OE5WO PRESSURE SAILING FOR INSTALLATONS INTO CONCRETE OR CONCRETE BIOYX shM BE UNITED AS {OLLOW3 I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +04,-72 P.P.f. AND B'-0• SPAN. SEE MOUNTINO(M�ON SHEET T. SEPARATION TO GLASS SCHEDUL WINO ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 i" Cl_) HV BLADE 02017 MUM. MC, } ' lip ` * ` ,.'wIAQ TIWi TESTING & ENGINEERING COMPANY e1ss Nw. Tcu. sm..1. w (QS691-I5M . F.. - ow]I-131' a-mw: lalaccpaa.wm ^���\•11P ®-OP0eii9 A.S.S.A. American Shutter Systems Assootatton, Inc. 4268 Westmods Drive West Palm Beach. FL 33407 (1) La: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSRNE AS-O. DESIGN PRESSURE RATING. L-; M. ALLOWABLE SPAN FOR A CWN NECATh'E &S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE UAMMUM SPAN FOR WALL MOUNTINGS (TOP/80II0M) OR FLOOR/CELNG: GIVEN A POWK A.S.D. DESIGN PRESSURE EATING. DETERMINE MAYRAUM SPAN 'Li FRDM SCNEWUE OWEN A NEGATIVE AID. DESIGN PRESSURE RATING, DETERMINE MAXRIUM SPAN 'L-' FROM SCHEDULE. nNAL MAXIMUM ALLOWABLE SPAN IS EOM TO THE MNPAUM DETERMINED SPAN BETWEEN "L+' AND 1--1. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTWOS; FOR A GIVEN PMRIE A5.D, DESIGN PRESSURE RATING: DETERMINE: LI+. MAX. SPAN FOR WNL MOUNTING I,TN TION, Le+- MAX. SPAN FOR FLOOR/CERING MOUNTING INSTMLpRWS FOR A GIVEN NEGMWE AAD. DESIGN PRESSURE EATING DETERMINE: LI-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS V-- MAX. SPAN FOR FLOUR/CDUNG MOUNTING INSTALLATONS. nk L MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN %1r . Ta+ : Y,- • AND "U (4) GO TO ANCHOR SCHEDULE MIN FINAL MAXIMUM N CWABLE SPAN AND NEGATIVE A$.D. DESIGN PRESSURE RATING TO DETERMINE MAVUUM MICRON SPACING. Accordion Shutter System FLV. RAM #1 W/ OR W/O HV. 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AS MµUFACNRED BF LT.W. BUILDER. (Mu rP _ 1/4-0 0 3/4• ALL Poi"" s0U0-SEr ANCHONS. AS DSONBUTED BY ALL POINTS BETTER, aw TAOCON OR & sPECMltt co~. (M . rc . 3 6) - 1/4'4 BWE TO CONCRETE µONORS W/ CAP µ MANUFACTURED BY FLORIDA FASTENERS MEU. WA (Yin. rc - 2 AFQ TAPCON WTH AWµCEp TNRAOFORM TEawTDGY - 1/4'0 TAPERS µCMORS AS UN UFACTURM BY POWER$ FASTEWa9, INC. AND OWMYEH BY ALL PE,PB SCREW BOLT & SPECYl1Y � NN* W .WY OTHER APPRfiQD LICENSED OR AUTHORIZED VENDOR REGISTERED WITH ME µuHCM N. HOLTEMS (Mn. 1'c • 3 "0 OHRou, ASSPCW110Y, INC. ALL POMS SWD-SEt BLUE TO W/ W NOTES TO R+ P.0 MINIMUM EMRDN" INTO POURED CONCRETE OF TAPCO.N at TAFCON WRN fMANCED TNRAOPORM TECHNOLOGY ANCHORS AND TMPEN+ µCHORS S 1 3/4', µ0 FOR OWE TO W/ CAP µwog$ S I 1/Z•. AS) MNIMUN EMBEDMert OF 1/40 F J/4' All Palls SOLID -SET µCNORS SHALL BE T/e INTO ENE POURED CONCRETE NO OASEAYENf • A4 lw_Anmrs a USE iaR INt0 SNCCO EKMl K PERMITTED. 1/4.4-20 SS, MACH E SCREW USED SHML BE 1 1/2• LONG "MM SHOULD STUCCO Cost. AND 11 MINIMUM FOR NAG[ T.YM M:ll to WALLS WRN No SMEW. AJ) IN CASE THAT PRECAST STONE. PRECAST a Rul RANDS. PANGS OR MIT Va;CER M FOUND ON no, COSDNO WALL OR FLOOR. ANCHORS OIULL sE U)NO CIGUM M REACH THE MAW SIRULTUR BENND HAD WALL MONO. ANCHORAGE s BE AS INDICATED ON NOTES AI) A. A2) An WE FOR RSTALLanON$ ON MM SnG OR EIFS WTM OR WTMGBF NO& SLAGS CaSTILT MIS ENGINEER. roR INSTA PON INTO OM W1M UVk SRNS SEE SHEET 20, (a) TO COSTING CONCRETE BLMt: (ASTM C-00) - 1/4 -0 TAPCON OR TAMAN FAM ABYMCED MREABMRM TECHNOOOY ANCHORS. AS MNiUFACNRED BY 4T.W. BUILDER. - 1/4'A a 3/4• ALL PHHRH SOME -GET ANCHM, AS CSTRIOUTEO of ALL POINTS SCREW. BOLT & sPMXW COMPAN•. - 1/4 0 HIDE TO CONCRETE ANa10R5 W/ CAP AS MANVFALNNEO BY 0.0PoOA FASTENERS ERECT. INC - 1/4-0 TAPPER+ µEPM AG NNOIFACTUREO BY MoN,,S Y]STOHNH WC., AND NHNNERMEG BY ALL FOUNTS SORER. B r & WGEM W CONPMN oR ANY OTHER APPROVED LJOENSEO OR AUTHORIZED YEIDOR REGSTERED Will THE WERTM SHUTTER Sf$iEMS ASSDCLNnON, INC. NOTES: BLOCA OF DwCaN. 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