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HomeMy WebLinkAboutProduct Approval " ,'n�sGs,n.:rc> ..a... k .r z -#wn'a i`n-mm t�-�aeY'le� i�.3n;S.,xz•�s§t s 'm k•ry. +4 scm Home Log In User Registration Not Topic Submit Surcharge Stats&Facts Publications PBC Staff: SCS Sitep a Units Search. Bsmes _ Product A roval Profess&n'i�l QOUSER: PublicUsser n ``•:�.0°. ;QLi4;,i 11111100 ?r_xluc Acery-1 Mer:;>P-d7�t r Ayo'sratiok >ficctrcation >Application Detail fr �<• FL1* FL389 R8 Application Type Revision Code Version 014 Application Status Approved Comments Archived 3 Product Manufacturer American Shutter Systems Association,Incl Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 E t)feeley@easternmetal.com Authorized Signature Bill Feeley irodrig uez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Ad dress/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -`. Evaluation Report Hardcopy Received'. Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. £ the Evaluation Report Fldrida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist Hardcopy Received Certificate of Independence FL38S gg CGI H' rQ43PtiP�CI;4G_4si�JliZz 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 Sections from the Code Product Approval Method Method i Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 # Date Approved 06/22/2015 Summary of Products FL 0 Model,Number or Name Description 389,1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret ined by tracks Slade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection € 086 Limits of Use Installation Instructions € Approved for use in HVHZ:No 9 ,.p +_ cItN . �c � ' Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes $ Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span i5 12'-7"for 35 psf I> nx Rt', AE A.5.4 ;,.INIC, r.E.R._. . ._t= positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes 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'-6" far 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w10 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. 69.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades ret lined by tracks 1 Only-(Nan-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No a-1 8 II &S,=.A. I;:C. 1;2t; ._2..;_ .P-" Approved for use ide HVHZ:Yes Verified By:American Test Lab of South orida Inc. Impact Res' :Yes Created by Independent Third Party:Yes Design Pressu :NJA Evaluation Reports Other:Large miss) el"D".Max.Sean is 16'-0'for 30 r JNC. �di pss.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,8'-0"for+64, -72 p.s.f,load for HV blade for Keystone mountings 7-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s-f.for HVI and HV1A working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. t F 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlockingbiades retpined by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:American Test Lab pf South Florida Inc. Impact Resistant:Yes f Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0'span at 30 p,s.f ASD load Fi 3k9 RS E n.S S.A.?rIC,_. ? for Blade 1 and 18'-0'for Blade 2.See schedules on sheet Created by Independent Third Party:Yes ^ 12,25 and 28 respectively Back Next Contact Us::2601 Bhir Stone Road.Tanahe5see FL 32399?hone:850-487-1624 The State of Florida is an AAlEED employer.Copyright 2007-2013 State of_Fia-ida_.::?ricacv Statement::Accessiti!Rv S men : Refund SiUiemert Under Florida law,email addresses are public records.If you do not want your c.mail address released in respcnse to a pubic-recorJs requ!st,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If You have any questions,please contact 850.4£37.1395.•p uznt:o Section 455.215 (1),Florida statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must emvide the Department witl4an eraaii ad •s it they have one.11',e emails provided may be used for official communication with the licensee.However email addresses are public record.If rvu db not wish touppiy 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:napier 455,F.S.,please click here. Product Approval Accepts: Greot Card :: € sate € 6 GENERAL NOTES: I.FI£RTHA N.Y.ACCUNUIEHH SHl1T1ER SYSfDI SHOWN ON'IFN"PRODUCT EVALUATION DOCUMENT(( r.o.)WAS BEEN VEPoFIEO FOR COMPLIANCE IN ACCORIMHCE WiIH THE.2014(SLA EDITION)OF SPIE FLORIDA ..�..- •^------••-•-- BUILDING CODE.#1113 AL'COR(710N SHUITQI SYSTEM SHALL PRODUCT OE INSTALLED AT MGH VU0011Y HURRICANE ZONES. E� DESIGN WINO LBWS BILL 1X 0011 MINED AS PER SECTION 1620 OF Vii ABOVE MENTIONED CODE,FOR A BA%WIND SPEED REWRtEU TTY 1H£4UkWTCrION 11MERE SHUTTER WILL IA 1 QF CONTENTS BE:1•LSTALLED IIIA A OFACRONHFTY FACTOR K4=0.8S,U51N0 ASCII 7-10 AND%WL Nor EXCEED THE MAXIMUM(A.&O.)DESIGN 1iNmRE RATINGS IF>dmm - -�� IN ORM TO VERIFY THE AD1NE CONDITION.ULIP*TE DESOH WWO LOADS DETER WED PER ASCE 7=10 SWVJ.111E FTFM REDUCED 70 A.S.D.OFSIGN WAND LOADS - ���,• BY WMTELYINO THEM BY 0.6 IN ORDER IO COMPARE:THESE W/MAX(AS.0)DESIGN PRESSURE RATINGS INDICATED ON$MENTIS I I THRU 15, 19&20. GENERAL.NOTES SHEET 1 IN ORDER TO VITRIFY THAT Ol1MPONCHIS AND ANCHORS ON THIS P.EO„Ai TESTED,WERE^Nor O.ER vuressED.A.13 X tMACASE IN ALLOWABLE.STI'6.'SS FOR WTD LOADS WAS kW USED 1N THEIR SYSTEM COMPONENTS T-2U SHEET 2 ANALYSIS.HOWEVER,A WMA DURATION FACTOR CO-1,60 WAS USED FOR WRIF'ICATION OF FASTENERS IN WOOD. SYSTEM COMPOREM$ 21"`37 Stma 3 •,,..,^.......-'... ..... .�•._.,.RETFTHA NN::A£CORgDN,.9HUTiFR_,SYSTEM'6..ADEWIACV,.FOR,.11ND:AND:LALGE•NISSLE,MPAC7,1140 "FAMS . k.4- All. .Ari ........ .. ...:....... REPoArm TYPICAL WINDOW ULADE&WINOOW DETAIL -HY BLADE M 10214.DI-03./0710.01-03 fl004.01-05,#t214.Ui-05.#0317.02-06./0600.01-10 AM/0210.oi-i1 AS PER TAS-201,TAS-202 AND TAS-203 PR07(ACO19 AND ASTM E-•1066 �Q �' � -(b AMC) AL1/VdNMW SLADE AND L-1890 STANW905 D4TSS9.E LEVEL 0,YARD ZONES 1.2&3)&01220.01-10 AS PER TAS 2011.203&203 PROTOCOLS LARGE MLSAIL MERE APPLWAM -•H3.WINDOW OLADE 0 40500.01-OS AS PER ASIM E-1681 AND E-1990(MISSILE LEVO.6,WIND ZONES 1.1 3)BASIC PROTECOON ONLY AND f 072S.01••88 AS PER TAS 202 PROT0001- 1YPICAL SHIJITER ELEVATION&NOTES ON LOCKS SK''U 5 INSTALLATION DETAILS A-F.CONCRETE/BOOCK SFIEGT 6 2.HN WOE(i)AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WRIT EACH OTHER UMER THE GENERAL LAOTATIONs AND CONOTTIONS OF USE INDICATED ON SHEET 10 UWALIADON DEFAIL^a G-M.CONCRETE/LILOCK SHEET 7 CENTERMMATE DETAILS HV SHEET R 1 BERTHA TLV.ACL'ORDON PINS(HV SCREWS).USED AT 81ADE'4 KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL BE#14..76'A40#140:76'RESPEC11VktY,410-HI MBRMUM SOOES COIEFIMATE ALL RF(ATING DETAILS IN SHEL-T D SrA6dM-.STEM SCREAS WIN 135.0 kei YIELD 6TR£NCiN AM 160 ksi TOOLE SIRENGTH.PINS S+WL OF:COATED WITH BERTHA IN OACROSHIELD COATING SYSTEM AS LAHIIFACTURW DY APPROVED COATIM APPLICATORS,REGISTERED WITH AMERICAN!SHUTTER SYSTEMS AS'S'QCMl N.PINS MUST BEAR THE HJ MAWNG ON THEIR WAD. END cDNNEC'F10N OETAILS 1-6.CONCwr/BLOCK SHEET 10 4,ALL ALLWNUM E7RUSFONS SHALL 8C Al UYINUM ASSOCIATION ALLOY AND TEMPER AS INOTCATED ON SHEETS 2 AHD 3.MINIMUM HALO STRENGTH FOR 0063-78 JIM OY 19 30.0 kei AND 35.7 ku1 FOR YAXwUM SPAN TABLES SHEET 11 15005-15 ALLOY. ANCHOR SCHEDULE--CONCRETE&BLOCK SHEET 12 5.ALL SCREWS 70 BE STAINLESS STFF1.304 OR 310 AISF SERIES OR CORROOION RESISTANT COATED CAPTION STEEL AS PER ON 50016 VMH 50 k6N MIA.YIELD STRENGTH AND 80 kai MOL TOOLE."Or"NL'TIHI. ANCHOR SCHEDLNLE- CONCRf.1£h BLOCK SHELF 13 AM SWWU.COMPLY W/FLORIDA BUIDINC CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CCNCRErE&BLOCK SFIEET 14 &BOLTS TO BE ASTM A-3U7 GALVANIZED STEEL,OR AM 304 OR 310 SERIES STAINLESS STEEL WDFt 35 k3.MIMMUM YIELD 5TRENI3TH. MOTOR SCHEDULE-WOOD 6HEEr 1.S 7,SEE TFIE FOLLOWING SHEETS HDR ANCHOR SPECIFTCRTION&W BLADE 0 i 12.13,1415 AND 20 INSTALLATION GETARS U-R,WOOD SHF.FT" Ili INSIALLAFION O TAELS S•-X.WOOD 8HE6T 17 W OWL'(T)&(a WORKING IN UNISON: 12.13 R 16 F74D CONNECTION DETAIL?7-12&X,WOOD SHEET 16 S.INNS BERTNA H.Y.ACCORDION SMUIrM 5YSMU BEARS A U.S.PATENS fW'179,502.COMPONCNTS OF 71415 APPROV+LL.ARE CrWWTI,IN WHOLE OR IN PART BY U•S.PATENT#5'458,179 ISSLRD TO TASMAN METAL SUPPLY.010. 3BFA 3. Y � YME AJONLY 9.IT SHALT.BE TINE REPOWJ DUTY OF THE CONTRACTOR TO VEAFY 1W SWONESS DF THE STRUCTURE WHERE SHUTTER LS.TO BE AT1A(,1FD'TO RNSUttE PROPER ANViORAGE.CONTRACTOR TO$CAL/CAULK ALL.SHUYIM COMPONENT EDGE$WHZH REMAIN,71O81 FASTUINO IN CONTINUOUS 00HI'ACT WITH THE MWING TO PREVENT WIND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.Will UNIT MUST UM PERMWENI LABEL IN A VISIBLE PNACE WON WARNING NONE DUEONC PFRIOOS OF HURRICANE INAM(NGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W ANLL 110 AREA 4= HV MN DbW BM•ES1)ONLY CENWIMATES ANO CNOAOC 00 LOCK ALL IN AND NO LACK$. 11.SHIER"UFACTURER•S LABEL$FALL BE.LOCATED ON A READILY VL98L E:LOCATION AT ACCORDAN SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE U.%L%All BE INSFALIATION DETAILS,METAL SND W915 SHEV 20 PLACED FOR EVERY OPENING.LABELLING TO COMPLY WITH SECTION 1710.6,2 OF THE FtmDA BUILDING CODE. '-'-"-'_""`.-.....'-"'.. "•""'".'---.-'--'"'•-...•---• 12.BERTHA).Y.ACCORDION SHUTTER SYSTEMS INSTALLATION SFULL COMPLY WITH SPECS MOICATE0 ill TMIS DRAWIRG PLUS ANY BU(IDIN3 AND 1ON64G RECUMA11CRS PROVIDED BY•DIE IIUXOSDICRON WHERE PERMIT iS APPLIED TO. 13,(a)THOS P.E.O.PREPARED BY THIS EIIOONEFTR 13 GENERIC AND DOES NOT PRCNTTX UNFORAIADON FOR A SITE SPECIFIC PROJECT,La.WHERE INE SHY CONDITIONS DEVMIE FROM THE A.E.D. (b)CONTRACTOR 70 BE RESPONSIBLE FCR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFE:fY OF•'MIS PRODUCT. LOOSED ON THIS P.ED.,PRONGED HE/SHE ODES NOT OEVNTE FIRM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DEIAtLEO ON THIS DOCUMENT.CONSITIUCIKW SMETY AT SITE IS WHIT..:CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE SSTATF OF FLORIDA (r)THIS P.E.O.WILL BE:CONSIXRED KNALID IF ALTERED BY ANI'MEMS. ((d�)SNE SPECIFIC r'ROJF_Cr$SPALL DC PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WIA BECOME,THE WINCER OF RECORD{E.0-R.)FOR THE PROJECT AND WHO MILL BE 13L�'.P(7N.310lE FOR THE FROMA USE DF THE P.E.O.EMINEER OF RECORD,ACIING AS A DEUGATED ENOINNEER TO THE P.EO.E:NOONFER ShAll SUMO TO 1HHS LATTER THE SITE SPECIFIC EIRAWINCS FOR Re-LKEW. (rt)ORIXNA.P.E.O.SHAH.BEAR THE DAH:AND MOI NAL•SEAL PrID SIGNA11W. OF THC".PROF'UMMAL ENGINEER OF RECORD TINT FFa_rARED If, FLORIDA m CODE(bon "i2h Velocity Hurricane Zone' `....'.:,?/�(li�E 0..0 SEWRA NV 2 4TFFi SUPPLY. _._.... .. .... .. .......__........ ... .... ... .. ..... _..._ .... ._.. V J.X 4tGF>f v - �.. .. CG lj O(7 Uf . NI ��ww - � or .� yFS� a... .. {�. E C O t►t1:. �ta7ly w ■ Itv.N.aX#1 w/ca w/a xv v�toow pADI z . . Amerfccn Shutter $081n8 Drsl>"IPnoA LNTL 5RA"63.: M.L. y, �F ^*= TILL)T TESTING &ENGINEERING COMPANY As30clotton. Inc. 1 OLD 11-192 Q'N 6155 N.W.NEO.3t.S+a.TTS.MRCI1uA GNpFRS,AAOi 33t 4:fig V iskroods Drivo 2 UTAWWifull;:. , ptH,a,n Gsw7ATt_ts:o. oa:(3051u7,..,531OAaawm.w+o went t'Gh» [4lach, rL 53407 1 4"l;,�pNA� N1`A``A� WALT-A,RUIX�..P.¢ 5ttL1 ' 'Jr.FOR 1 K*UI.0 Hajp fael— . r � .. COV "� DER US PATEP(( 7'79 w• QUAuf IED QR USE W' quAur•!FD FOR usr:. w/ I)v DIRDe(i) HV ULADE:! M11Naow gLADE>R 6005-16 ALLOY AND TEMPER 1N.IrIED FOR U E W/ 6063 T6 ALLOY AND TEMPER UMII'ATIOtrS OF USE D(BLADE(3 ON SHEET lu Y Ae TEMPER 6063=T6 ALLOY-ANl9'iEMt't:R-....._. ,.. :.._ �n6. ease I6 ALLOY .... .. ._ .- ....... ..... .. .... .. . ,...._ .... .. ....... 1.999 .... .. ............. ...... -- _ (7)!iY 19f2,l.,A(�APT.ER�/•.ld� ._.R2n :_•. grµ",•._,"_ QUALIFIED FOR U8�E'W HV (8 �( WALK-OVER TRACK C,BHV ApJ. FLOOR TRACK euDE�'}!s ate" t QUA1.161EU FOR U F W/ HV (? QULI�CH 7AACK .._..............T r�'....._......._1 „/ 6063-t6 ALLOY AND YEMPCR BLADE 1 gUAUf'IED FOR USE W L1V QUALIFIED FOR USE W/t•1V 6063•-76 ALLOY TEMPER BLADE.@ONLY. @HV RAINCUARD BLADE{11) 60F3-T6 ALLOY AND TEMPER AURED FOR USE W/HV COBS-•T6 AItOY •D TEMPER YAfi1E3 f•;4.?k`,-� A(N) 6063-16 N.I�f,FE 10 TEMPER ........... 1,917•. S _._.._.__•__- 4L, . �... ..----•----�.666' .. ...._........ J•574•—_. ..........._. (11 HVSrEIUNG HEADER 61 )iV Hwffxzsu (j'.j HJ2 �(NG AD,H/SiLL _—-•3�L9�__.._. QUALIFIED FOR USE W/HV DLADE�I)ONLY, QUAL1FIt»D F,^,R USE wfr HV DLADE?i)ONI_Y i �,.-` 6oG3-T6 aLlo AND TEMPER" QUALIFIED FOR USE- W/ IP,(BLADE(i) 14 NO WALL HEAOER,/51LL SEE SEC'RONS FOR VAI,!DITI.' SEE SECIIONS FOR VALIn'7Y- 1 t�Ual IFIED F(r USE W/HV 6063-76 ALLOY AND TEMPER 0063-T6 AU.OY AND TEMPER f31.ArX 1•)ONLY. x_� I .. FIPER caMPotrm' A a TI 12 ....................................... _..._..-....,_.._.__...__A `i Mx• 0.192' 0.192' .«...•........... SIDE ANGLES .,._..._.�. /'. -....... QUALIFIED FOR-LISE W/ FIV ALUMINUM ANGLES �} :2E�CQRNER POSTS f8..__..n 2.5' Y MAt. O.t9p' G.I@0' UAI.)F!ED FOR USE W/ FN fe7ACE�1) OUALIFTED FDD USE W/ HV __,..•__L__ _._- _..-. BLADE(t 6067^16 ALWY AND IEMPER DLADE�,'. ONLY. _ A) 2' 15'MAK. 0.732' 0.73x' 6063-T6 ALLOY AND TEMPF4 6063-1.6 AU.OY AND IT.MPEk FLORIDA t3Uli.G1tCODE(Non Hrgft Yaetortt• Nurrlcone Zone `"`s+1 p•,�+L j4yrrrr RI 2010 EAS2RN W-TAI ;UVPLY NC. •,~~°Q��''''ENS ✓fly .....�� _ _... . ...... ,�a. _ .y. Accordion-Shutter._System. ...._ . L E �Nc. A.!S. E. ■ Itv.&Am#1 w/OR W/o KV. NNW#FIAX = American Shutter Systems _ oESGRx+on w DOSE COWK ani v.� . •; �l/. /^+/� 'nLUT TESTING k ENGINEERING COMPANY STATEbF 4` Asso*laflonr Inc. y UlA it•-tB2 1/d/16.onrec < t1/15 t 4. sax NW.3"st,St..ml,VK*Na cwcm,NOM.3ate Al f fl WW':frauDriva ds z � __.. _ ..... .._.. -s},.• _rzcrL` PnoA.;t1a7)g7t-as3o.Fm:tJ05)6n--s63+ -........._.......__..-.._._..._......_ ....._.-._.DRAWING RO _. 'Y' F(DAt $ „-�•„u;NlvcWanlc6n, West 0o!m� f3coch, FL 33407 Eu awoYle -_____._...._. _...._ 15-085 `sJI NA�•F'A� wxrw uU.11416) 5.........-- ..____, ..._.. SI•iEC•.T P•E. 5 r aj6h�1'i��RE/DATE _6 2 20 ..... ,r SHUTTER ASSEMBLY SCHEDULE FOR ` Y 7 HV (a HV � ,6 .. rn IiV QEAJ7E t d1 ` LY , i i r fi t�on s1asE rn s tl+i1i1 8 5 ..»,A.w.w.•.. ..{yW, .�.,,._,..+... ..., ink w � } ......__.. ...........<...., ..........._..._...___.. ...I. j rt —diAt1E'5...... 'y aF'EM ..�..........._......._. '1 4 HV LONE RECESSED NYLON BUSHING , w4 { I a.aarp' -FN SHORT'RfGESSED NY1ON E1t1tiHING ��� � Rl,r�, —_....__ �......... ........... ..HV NYLON F{AiY1A5tiEIi .. ... ... .... .. . MOR ... ... .... ., � i �Y 1fJ WHfET_CARRU+GF AI51 302••303 SERIES4 d"� -{ , tt „ 44 0.070"0/16"THICK NYLON WHEEL. ..�, SEP, Im r o5. !3.73x0' DJ68'11 A1Si 302 SERIES S.S. RIVES ...` .__........ I .._....... ......_. .xa2v ; 11v t 3/a" ACCORDION PIN WJ g0 HEAD * tQITERIOR f.. ' .- .� fl � 1s7eir, 19N o ,T - _ _._......._...3/4'.................._....._..__...�_...._..............__......_ ��' � III K. HV 2 3/4'ACCORDION PIN W/ $8 IIfAU �` • •-. k '' ~` 1 ......_. 4 a !' xEat POL,YCARRONATE IMPACT RESISTANT HV WINDOW �I r' s > � �AI. � wl��Qw �l�E AND fl' s Tis oYGARBONA(E wtaiD�w D W! ((DOR 0 \\ ro� r .... 3F�QLY�A�3C1.QdL+7 ..lldl'.�4SiL..,QFSISAtJTHV..�itlCll)52�'L REQuEUENi ` ©OR Q f ETAYfR MAKROt.ON 31(13 POI.YCAR6ONATE RESINS, UV„-a1ABILIZEJ <WE O C 12- INNOVATIVE 111,ASTJC IXAN 103 RESIN (SEF NOTE 'r ONSHEET' 119). w __ w (1) Ilv PIN (4 SHALL ALWAYS 13E USED AT ALL EXIER;OR ` BOTTOM KNUC K11S OF FPI ACCORDION SYSTEM WJ HV(1) OR �”'�"� � i i � i POLYCARBONATE SOURCES FOR WV I BLAt F.. TY � 67CfERtOR nwN.o- ws s Qsn , AMEMBLY ,I , FIV P7N t2 t7AT R1T1RX6 ,�awsu�w. (2) FIV PIN MAY 81 USED IN LIEU OF AND ONLY Al' oB. 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