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HomeMy WebLinkAboutPRODUCT APPROVAL* 4/4/2019 Florida Building Code Online wu..a M in "l IIQ &. . 0 °' 1 F BOO Hama I Lag In User Registration I Hot Topics submit Surcharge Stats & Facts Publications 1 contact Us BCIS Site Map Links Search onda r. r.�Product Approval_P USER: Public User SCANNED =40 BY Product Approval Menu > Product or Application Search > [pplica[ion Lis[> Application Detail �t. Lucie County FL # FL389-R9 Application Type Revision RECEIVED Code Version 2017 Application Status Approved AUG 02 '9 Comments Sr, 6uplg County, PNff leElRg Archived 0 - -- - Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 n (561)209-8263 bfeeley@easternmetal.com �✓ O� V' Authorized Signature Bill Feeley V I Irodriguez@easternmetal.cAEVIEWED FOR Technical Representative CODE COMPLIANCE Address/Phone/Email $Y. LUCIE COUNTY Quality Assurance Representative BO/'VVC Address/Phone/Email Category Shutters Subcategory Accordion File Co' a. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. ® 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(S.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 https:/Moddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code 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 FL # Model, Number or Name I 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 II 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 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 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 16'-0" for 30 p.s.f negative ASD load depending on cantermates and locking rod configuration for the HV1 blade, 8'-O" 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 HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 It AMERICAN SHUTTER SYSTEM ASSOC_ INC. DRAWING 1 107 BERTHA V 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 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha II COMBO- (Non-HVHV Hon Z)Dutter- Exbruded aluminum interlocking rwg 17-106 I and bottom) for storm protection lades retained by tracks (top 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 Bagk Next Contact Us :: 26D1 Blair Stone Roatl, Tallahassee R 32399 Phone: B50-487-1824 The state of Florida is an AA/EEO employer. Copyright 2U07-2D33 State of Flonce :: PdtRefund vacv Statemen: Accessibility Statement :: statement Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a publirrecords request, do not send electronic mail 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), Florida 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 smalls provided may be used for official communication with the licensee. However emall addresses are public recend. 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 hem . product Approval Accepts: ffm = © &hz hftps://floddabuilding.org/pr/pr_app_dfl.aspx?param--NGEVXQwtDgvYYHH2vJ"53MwsXdCOtOXQsoPMYK7UCBp/p3d 2/3 1, BERTHA H.V. ACCORDION $HUf1ER SYSTE4 SKDWN M 1A5 PROWW E'AVAREN NEWR P.E.D.) RAI DEEM IRD" ED MR WUPUANEE W WM ACCORDANCE THE 2017 ($LN EDp10N) DP THE fLORIM BU6pW4 CODE MS ACCOWIM $HUIIDR SYSTFY SKLLL NOT IN INSUllED AT MM KO-) ZONES. DESIGN WHO TOMS EN41 BE DETER ID) AS PER SECTOR 16A OF ME ABOVE UEMIONED OWE FOR A BASIC WHO SPEED REOWRED BY THE MITI WERE $X n at MLL BE'INSTALIFD WITH A DIREVURQIIIY FACTOR Kd-0.85, USING ASCE 7-10 AND SW NOT DEEM ME I aAM (AEG.) DESIGN ,REG URE RA,RDS MEAIED ON SHEETS 11 THRU 15. 19 h 20. W ORDER TO VERIFY ME ABOVE CONDITION, ULTNATE DESIGN MID LOADS DETER"ED PER /SCE 7-10 SNU1 BE FIRST RODUCED TO ASD. DESIGN MD MAUD W IMTPLYwG THEE' W 0.6 IN OROERTO COUGATC WEE W/ UAK. (ASD) CESM PRESSURE RATINGS NGIBATED ON SNMD 11 MRII 15, 19 A 20. IN ORDER TO Van"V THAT COUPMENTS ANT AAMUS ON IRIS RED.. AS TESTED, ME NOT OVER SMESSED. A M Z INCREASE IN A ABLE SIRES$ FOR WIND LOADS WA$ NOI USED IN THEW ANAYSIR HWEVER. A W ID DURATM FACTOR M.1.0 WAS Ma, FOR V,mcc, , OF r V EMS W WOOD. DERTIN H.V. ACCORDION SHUTTER $YSnN'S AEMI FOR MND MID WOE URV, IWAO, IAA, HIS JUL REPORTS: BM VERIFIED A ED WOpOWCE MM SEDUM 1609.1,9 OF ME ABOVE UEVIIONED WOE AR PER -HV OWE /0214.01-M. /0715AT-05, /I004.01-05, /1214D1-05. F050.02-08. /0609.01-10 AND 10210.01-11 AS PEN INS-201, TA9-202 MID TM-20 PROTOCOLS AND A6T0 E-IB58 AND E-1996 STANDARDS (NSSIU LEVE1 D. WIND ZONES 1. 2 k 0) h /1220.01-10 AS PEN TAS W1. 20 A 20 PHORCOM WNE UISSM. -W MNDOW BADE 0 /0505.01-00 AS PER ASTM E-106 AND E-1196 (MISEIM LEVEL D. WIND ZONES 1, 2, ]) BASIC PROTECTION ONLY AHB / 0)2501-B8 AS PER'TAS GGo PROTOCOL 2. ITV RUDE0 AAO Try WIEmON BW, ® ARE ENGINEERED TO WORK W UNISOV MM FAG, OTHER UNDER THE GENERA LIURATONS AN, WNDRIONS OF USE INDICATED ON SHEET 19 D. BERTHA H.V. ILWRONN PINS (try SCREAi). USED AT BUDES MUMS AND FOR EFFECT MOUNT CORRECTION TO TRACKS S AU. BE 111IL25- AND /144.75- RESPECTVEM IID-M VIM SERFS STARMES STEEL VMGVS MM WO W GELD STRENGTH AND AND IN W TENSRE STRENGTH. PAS SBE COATED RIM BETTINA W MABSHIM WATINO $YS1EM AE MAAFACNRED W UM MQUIC MP TORS, REGISTERED VAT11 MAONIGMI SMRTER $,V,,M ASSOCIATION. PINS MUST BEM ME W NARMNG ON MDR HEAR "PROVED 4. ALA. ALUUWUM EIORU ETAS SWL RE AUNIMIU Assccss ON AUDY AND TELpER AS WWWED ON SHEETS 9 AND J. UNIAIDIJ DTOD STRENGTH FOR E065-T6 AL101' IS Wo M AND 55.2 W FOR 601 ALDY. 5. ALL SCREWS TO BE SINLESS STEEL 004 OR 316 AV SEPoFS OR CORROSION RESISTANT COME WIBON STEEL AS PER Dw WIB WITH SO kM UN. GELD STRENGTH AND 90 W YIN. TENSRE SRENCTH. .WO SHAL WUPLY W/ f 0WGA MUNRO CODE SECTOR 2411.3J.4. B. DEMS TO BE XMI A-307 BA0VA02W SEE , ON As S OR 015 V,M W NA SS SR,, RIM SS W MRUYU DEAD 9TREHOM T. SEE ME FOLWMNC SHEETS FOR ANCHOR SPECIMPON$: Try BLADE (D 1 12,15.14.15 AND 20 W BADE O R m "MEND IN UNSON: 12. 13 A 15 E THIS BNEW.ERINA INC.ADWRaON SHUTTER SYSTEM BEARS A US PATENT 16'719-M2, WUPMENIS OF TARS IRROVA ARE COVERED, N MINE M N PAT BF US pA, NT jV458.I79 ISSUED TO CISTERN 9. IT SHALL BE WE RESPONSDIIM OF THE COI TO VERIFY ME SOU CRESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTAINED TO WSURE PROPER M'ENORWE. WM cn TO SE V AAN ALL SHUTTER COUMNEM EDGES WON N REWRN, DNU FASTENING IN CONTINUOUS CONTACT MM THE BUEANC TO PREVENT MKO/RAN wIRLISiD.N. 10. EACH UNT MUST BEAR PERNANEM L 8EL W A VISIBLE PACE MM DINNING MOLE: DURING PERIODS OF HURNME WARNINGS RUE OWNER• TENNIS• OR OTHERS, NUSL PRDPERLY EWSE ALL MI AN, RO CFNTFRVAIEs IHO ENGAGE OR l0IX AL Try ANO NO IDafS. 11. SHUTTER MANUFACTURERS WM SPAT BE U nll ON A READILY LASSIE LOCATION AT ACWROION SHUTTER W ACWRDVNCE MIH SECTOR 17OD.9.O OF FUREA BUILDING WOE ME LABEL SMALL BE PULED FOR EVERY OMNINIL U IWNG TO COMY MM SECTION 1709.9.2 OF THE TIDROA R,,,,G WOE 12. BFRRU, H.V. ACCORWNI SHDITER SYSTMU'S INSTAIAT N SHALL DIMPLY MM SPECS wDIGTEO IN M6 MINI pUM ART BUILDING LAND ZONING REMuIONs PROVIDED IN ME JURISDICTION WHERE PERNR IS APPUM TO. GENERAL NOTES SNP I STSTEU CGUPONENIS 1-20 SKEET 2 $TSTEd CONPoNENTS 2I-37 SHEET D TYPICAL SHUTTER ASSEUBLY M-44 SH10 4 TYP=L WHOM OWE k MNDDW DEFAR AREA. 21 HV BLADE In AND NV WINDOW BLADE RNA (WHERE APPLICABLF) TYPICk. SHUTTER ELEVATION a NOTES ON LOCKS SHEET 5 INSGIUATION DETAILS A-F, CONCRETE/QMCK SHEET 6 WSTAUATION OETALs G-U, CONCRETE/BLOCK SHEET D CENRRWTE DUALS HY SHEET B CEMERUATE ALTERNATING DETMS W SHEET 9 END CONNECTION DEIALS I-6, CONCRETE/BMCK SHEET 10 MMLNUU SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE Is BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE dN BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 14 ANCHOR SCNEOUM- WOOD SHEET 15 INSALWTION DETAILS U-R, VIDEO SNEET 18 INSTALARON DETALS S-K, WOW SHEET IT END CONNECTION DETALS 7-12 A X. WGOD AREA 31 HV WINDOW AlAnE & SHEET IB ON V TYPICAL SHUTTER EUVARON AREA 4: HV WINDOW BLADE Cl) ONLY SHEET 19 WSTALSAT )N DETAIS, METAL MD WALLS SHEET 20 15. (o) MI5 P.ED. PREPARED IN THIS EMGINM R GENERIC AND DOES NOT PROVIDE NFORNAION FOR A SHE SPEGIFIC PRWECTN L.. MORE THE SITE WNDMBNS GMT FROM THE P.EO. (A) WeRMCIM TO BE RESPONSIBLE ran THE SEECTM. PURCHASE AND INSIALATM NCLUDwO UTE SAFEtt OF Mrs PRODUCT, BASED ON M5 P.E.O., PROVIDED HE/SHE GOES NOT OM M FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETWMD ON THIS GDOWW. CONSTINJI M SAFETY AT STE IS ME CONTRACTORS RESPMSBRRY. ((e) TARRIIE[D PLB. WN. BE CMSEERED IMAVDI F ATERM BY ANT YEIM. ) OBTAIN PERMITS IN THE STATE OF FLORIDA RGEVEIN. &£aFO�.R MEJEFS MP �ME BE FTHE PREMED 0 ENI OFRRECO�RD.. XEG MNONAs AODEEGiED ENOWEERYTo WBECOME E PPLD a M �9 RECORD SAR,T TO DMIB UTTER ME SHE SµE01C DRXNRGSEFOR REV EW. (G) GROOM PLO. STALL BEAR ME DATE AND ORR2NA SELL AHD UGMMM , ENENM OF RECORD THAT PREPAID T. 41, Irk,—,✓S CANT TOIECO, M 02012 FASSEM UETAL SVPRY. IRO �CENSF C /.//y-Rc O tNa. A.S.S.A�Accordion Shutter System bTAIE 6� * v MKV.9.+DE gl W/OR W/0 HV. klMwl SAKE TILLTT TESTING a ENGINEERING COMPANY AmsflCan ShuHer Systems KSOI Mx DAa DRANKImLeAssociation, Inc. OW Is-OB.S Ua)/1 OA1E OT/22 v(305)1111-1510. Far: (w51m1-Iss. 4268 Westroads Driva DRAWING No —ma: lOvoeOeN.sem%M-GO)"s West PDIm Beoch, FL 3y)07 _S/ONAlE ,1' N&TDI A IRIRL. P L 1%-1O% P.E. ;MtAMAYHRE/DATE FI L F 4416Y cucrr Ot HV SOLID B A COVERED UNDER US PATENT ® 5458179 HV WINDOW BLADE , OF USE OF Buggy ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV g 0' 60' 8>D 1.606- Q 11 HV I ;I H ADS 0 ilEO FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6065-76 ALLOY AND TEMPER 1C! k YN Y IPl 1 1' e6a' 1® SIDE _ANGLE sue QUALIFIED FOR UJE 1Y/ HV 0. P • h^ ED,HV UNIVERSAL F OAT R QUALIFIED FOR USE W/ HV BLADED 6005-T5 ALLOY AND TEMPER 1J' HV HEADER/SILL OUAUFIEO FOR USE W/ NV BLADE�ONL 6063-T6 ALLOY AND TEMPE ALUMINUM ANGLES OUALIFTED F$ USE IV/ HV BUNE t ONLY. 6063-76 ALLOY ANO TEMPER OOUALFlED FOR U E W NV �6063-T6 ALLOY E-2 TEMPO_ O HV WALK —OVER TRACK QUALIFIED FOR UaQE W/ HV BLADE 1 6063-76 ALLOY A D TEMPER COMPONENT A 6 TI T2 Q 2- 5- YIY 1/6- ® 2- 5- MML 0.191- 0.192- ,L 2.5- ]- M. 0.190- 0.190- !A 2- 5- NA%. 0139- 0.131- OS HV 50•/180• STARTER QUAUFIED OR USE W/ W BLADE 1 6063-76 ALLOY AND TEMPER 994- 942 g ii la - .920 9O HV TRENCH TRH QUALIFIED FOR USE W/ MY 'BLADEnI ONLY. TEMPO 1� HV RAINGUARD QUALIFIED FOR U(.W/ HV BLAD6063-T6 LLOYYEA0 TEMPO, I,II-I ".I r/!.� �- aW17 $IEW. WC OW17 EASTERN METAL SUPPLY, in. Accordion Shutter System cY:_r'�jCFNSFC IMg C p A.S.S.A. ; ; % �� �/� 7� TILUT TESTING A ENGINEERING COMPANY American ShuHer SY9,9mB Ky. aADEa,W/«W/DHV.WN«YBADE rv. x orwmmax wn dorm Fe "��TE Df j ew x.r. 2eu x. s., ubxteiu dep.xy, y1e D95)e]I-1u1 A99ocICflOn. Inc. 4268 WeStm— Drive 1 OU) I9-(I63 ] ]] i mG W/27/O a ........... 3d3 s70 4pV ,I3 a FNKR A 1hUf Jc PE West PRim Beach, FL 37407 5 DRAWING No 17-107 5 P F: �re'Y�40�E6UPI/DATr rt0O0A / N18) a"• .,,n• ' PLAN F mm ELEYATp.N 27 LOCKER FOR "T" LOCk rrurrauArr QUALIFIED FOR USE W/ HV BLADE /OONLY 6063-T6 ALLOY AND TEMPER Ell 3 QUALIFIED FOR USE NV BLADE I & A 6063-16 ALLOY AND 1CYPCR ® LOCKING ROM, QUALIFIED FOR USE W/ W BLADE(j) 6063-T6 ALLOT AND TEMPER - t e• n a QUALIFIED FOR USE W/ W BLADE 110m,� 6063-TG ALLOY AND TEMPER 6063-TS / t1 . �iTYP S6 W 36"0-16 A( P.E. S.Ifit 6 . 2 6 1 A QUALIFIED FOR USE W/ My BLADE I k l'0' 6063-T6 ALLOY INtl TEMPER s I/2• ciI/P. (FA HV 1 /4" 0-20 AIRI MA tl �Iilla-'l;JF9�IiL1EI:bYd7q. Q OM1i mum M ILTTEC-0- Ar :I TIWT TESTING a ENGINEERING COMPANY fife NM. o!w CL. M,. ] Mmu Dumoa. ruxlx M P. ! C PA ; (M)S71-1530 . P : C]061e71-m1 RYI A,. PM UN. C Nib) p� �/ 345• 0 ^ ar QO _ 1-PC tt5T MUana OtR:6 &X[a PYM(a rURq WUSC LN4£x (CxSPQ N/J(D) I HV EGRESS LOCK OUALIFlEO,EOR USE VI/ ITV BIME V @ ONLY. SIe• _ R .360- Arn, RNE1e:G BEFORE RNERNO 1 A"O-20 RIVNUT* NRA-n AMOY) L N%E RANGE MN Mo. AE MA WEAcasm m AWOL W, AIM JUSEY are" as EaN FOI ONUSELY. IY/ HV E THUNSTURN GrUNOM OR KEY svLND ( Days Me I Aw ua *.10 ® HQ_LOCK BY RFAENT HARDWARE MORTISE LOCKS SERIE6 QUALIFIED FOR USE W/ W BLAO A.S.S.A. American Shutter Systems Association, Inc. 4268 WestrcoOs Drive West Palm Beach, FL 33407 HOOK BOLT LOCK. , OA 02017 EASTERN METAL SUPPLY. WC. TH Tu Accordion Shutter Systel HV. RAM B1 W/ OR W/O KV. W WON BADE :Y. x oE6E"PNox eltt RV M7 LL I OLD 16-OBS 7 1 am OT/2) 1' 3 DRAWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 64 E 1 IA RECESSED NYLON BUSHING T RECESSED NYLON BUSHNG VNYLON HAT WASHER L CARRIAGE ASI 302-303 SERIES I6" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ ®BHEAD K ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .16 i.41 . - .1 �11:1•I{� I(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV (9 BLADE. (2) HV PIN U MAY BE USED IN UEU OF Q) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO 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 0"17 i6ifCO3 pIL, I TILUT TESTING 8 ENGINEERING COMPANY Ins Nt, bU. SL eK ldy KPCP+A QVCOq 01ppy y1 w : no tan-1e10 . Pl.:'(sousn-1v1 4aO1 A RL. R080A It f MI67 12" uw, CE Yo "t 1 P n625' .1875- HV YAN BIADE .DBTS' Eff_ A625 .oats' ! DC5 '0 OP[wN I875Y NUCKIE .06t5 (t)P) D.0 ") POxno R1.7/ M I/ex eo' X 2 7/e- UK IN HWpp'II C SFDARATFUT ION q. 6ELADII D62Y OPOONGS ONis )w 2 1/PEpse - Cl[AR NLTAEdN TYPICAL HV WINDOW GLAD 11 EMYCARBONATE HV WINDOW N.T.S. * POLYCARBONATE IMPACT R IIMPACT R I ANTS GAYER MAKROLON 3103 POLYCARBONAI 12• UK cc RESINS, UV—STABIUZEO GRADE OR SAG ID e1ADE OD u INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON .SHEET 19). EXTERIOR POLYCARBONATE SOURCES FOR 1fr1tK lIDgFlp RNFp[ nxnm R94T �)� 1pDiO4`[ e acorn. =elarc owap wm o)v cow e/' Paw m/' ID/¢M1C.YIO R106M1 A9N Pwf .Aw PY. RYN PLL Rmav mmmN o .ma Psn cow l w! IAwe P.1. noun wows s0in� wa cow ew.aeo wl. 000 lw.am PLL 'mow am Psu m!. Ie n-4An 11 rt-o/ aw¢Bacon wm In. .14 eu ..o. I 4T W PM1MB .ttu . PI atl9 C-1 ➢ )D! OmR N1Y,Alm Ide Y ptl R1Y 4133 .a61L 51F➢TM N1O1 wN W Ywe PLL U,I P.1 RMID[ 6R65f B ,.Nss a KIY M Mel P.L eteC M3 A.SmS.A. American Shunter Systems Association, Inc. 4268 Westroa0s Ddw West Palm Beach. FL 33407 OR W/O NV. AWING No 17-10 10 h rUa ®.0w ®•0"R Ims". • ,fan I'll II �. D. D �� .,�.•r.� ��III JL I I I � ©n�w©• O7 w®w 10 •�J ICS�•®wAL��'•�8w®•O�n r(PICAL In HV BLADE SHUTTER ELEVATION N.T.S. NE W LOCK'EJ 0T @ SNAIL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAN FOR SPANS VP TO 1051 ANO FOR INSr TONS T ANY WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T0� OR x 1/2' LONG FIAT READ S.S. M.S. LOCATION OF LOCK SHALL BE AS INOIcA,"R 2..._ .._.•_• -'-•.••.--•IF DES OR FOR SECURRY PIIRPoSES, uP ro IW9 HY LOCKS Oft WY OE USED AS AN INSIDE OR OUTSIDE LOCK. ZNSIE1pN OF LOCHS TO CENTE�WTES OR QASNAll BE AS INO 1111 LOG ON BE AS INDIG ON TYPICAL SHUTTER ELEVATION. Ay c /2 IS USED H,y,_LfICKS); LOCKING R005 ARE NOT REQUIRED AT RRIGNE POSITION, BUT MAY BE USED IF DESIRED TI ENHgNCE SHUTTER PEgFO NMVCE LOCKING RODS OR AN ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSITION -(NON HURRICANE POSITION. - —1 ^•" -•^"^ •' ^, ^'•� c - H15ED"ASJOTOUTSIOE OR INSIDE LOU, ATTACHED TO 03 CORNER CRRERNATE W/,12) %4 0-20 v 1/2• LONG MT HEAD S.S. MS. TWO LOCKING RODS AT TOP & DO OM SHALL BE USED. LOCAT ON OF LOCK SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION. MAXWTIN SHUTTER SPAN SNALL BE DEIEflNWED AS PER SCHEDULES SHOWN ON SHEET 12. 5. • ONE ALTERNATE ITV LOCK WY BE UBEEEQQA IN UEU Of MV LOCK or FOR ANY SPAN AND 3 INST BONS AT ANY ELEVATION. AL HATE LOCK MU BE USE➢ AS AN NSIDE OR OUTSIDE LOCK.. ATTACHMENT AAA OF 1/4'0-2DJ/4- S.S. THUNBSCflEW TO ® OR CENTERAATES SHALL BE MADE VI 1/4'0-20x0/4- ALUM. BMW AS SHOWN ON SECTION HVE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUFFER SPAN OR TWO C LOCHS AT 1/3 OF SHUTTER SPAN. B. MANDATORY CONDITION 83 FnR KIISTDHE MOUNTING INS ONE W LOCH 4D or ® or ® SHALLL BE JII USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1 2 Of SHUTTER SPMI FOR SPANS UP TO IVI AND FOR INSTAIIAOONS AT ANY EUVATION. W LOCK m Or WY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or WIE @ SYMMETRICAL CENIERS W/ (2) 1/1 x 1/2' LONG FLAT HEAD &S. M.S. LOCATION OF LOCK SHALL BE AB INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RO05 �` W/ �i OR ® TOP AND BOTTOM IS COMPLENIY MANDATORY. "NOTES ON HV "T" O KS AND ecurcaunI OF CORNER CEMFRMATE �s ONE ALTERNATE HV T LOCK MAY BE INSTALLED IN UEU Or HV LOCHS OR FOR ANY SPAN ANO WSTALUTIO AT ANY EEVATION. RT TE LOCH OO,(dAT BE USED AS AN INSIDE R OU E LOCK. ATTACHdEN OF LOCIf INCLUDES flEWFORC NG WCXEk-QD , AS SHOWN ON SECTION NIG, SHEET 9. MICH MUST BE CONNECiFWO ro CENTENMATEB ®MID 5 W/ 1/4'0- 0 A 1 1/2' LONG SS. THREADED BOLT W/ 7/8'0 x 3/32' 1WNGNUT GR W/ T/4b-20x1' B.BJdS INTO A 1/1 5/8' flNNUT. OCK MY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM IDOYE AND BELOW UIOSPAN. USE OF TWO LOCKING RODS 8 TOP AND BOTOM IS MANDATORY. 4INOTE 1• : ONE ALTERNATE NO LOCK WI USED IN UEU OF W LGIXS OR MR ANY SPIN AND DiBWl MM AT OF RD F�ANY EIE70 ®YA110N. ALTERNATE HD LOCK® WY BE USED AS AN IWDE OR RONiD0.CEIIOR NSEAT.� AS BROWN OATTACHMENT mNe MR- RID NDC-1 Is C, SHEET 10, LOCK MAY BE INSTALLED AT WNPAN OR 12' MAXIMUM BELOW OR /BOVE RIN I. USE OF LOCKING RODS 4 IS COUPLET,,, CPTIGNR. 02017 Mace, M D} > IL7EC- >} OLLR TESTING L ENGINEERING COMPANY �N\ L2551iv, 22of. xI¢vu rNp2Ny Nor, ]2 Y i S 7, Pnow OoMT1-15do. ram : nomen,", IU%aI Uk E 44167 wS A.S.A. American Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 METAL Accordion Shutter System Ky. BLADE AI W/ IR W/0 KV. w=w BLADE IAMNG No 17-107 lWURED POURm MOVE. ANCHORS n, ROOM TE way E, sFUTUJNmuEE SCHEDD CONCRE,EOON N@IE�YL'iavE(ME NTINBm SaN A'R,n ULE SHEST 1J) ' f 12 w 11N. 0 III 0.3 1' S.S. 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PrnlU5 ,Russ NE/D KUM DONCREIE�, ($m SCNEOUIE ON SHED IS) f i / ` 1' MUA VI--2o HUM a 12- o.c, from SCHMULE ON ANUTS a uRflvS POIMm ccNacfl E SHEET ls) v]/ 1/{'-]O NUTS o 12' O.C. w mREOUIR[0 OO HV WALL SILL INSTALLATION CRETE i WRS aN REWUIED fl RED CONCRER mcEr Tim QF HV WALL SILL INSTALLATION OR CONCRONE DOOal wMl: REOUWm © HV WALL SILL IN TA ATION NoiE Tea rolamATroN or �• n I- SmSHED{FORMCNEHURCR • INSTALLATION DETAILS W/ A5SEMMY 2- YDVNIWG SCCIIONE CAN BE COUBV,EO w FNY WAY TD SUIF ANY Ixki3 im1. _ 0. a. Cam: WANcE (SEESPELIRGIX, ibNS SHOT IJJ F FAA • SEEmR mpaTONS A f Afa15 OF USE SHED 19 C1) HV BLADE P0. """' FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone �Ij1I 02017 Mmal. m, 02017 EASIEAN METAL SuMy, WC. 4 �L p ASSA BERTHA ne Accordion Shutter System .... •' "i American Shutter Syslema HV, MADE d1 W/ OR W/o Hv. WN)ON GAGE "� C {� TIWT TESTING A ENGINEERING COMPANY n. N a[sENNpII 6Y: D, pPAMI i �^''•.,.<ORIDP..: .0` °'°°N«. Ma, w., s. Ja]. Wxsal aromaa„] ; naI Assoclaffon, Inc. I BUD IS -ON , ]rt I G,E, m/si n `I�' 'T-�•-�I^ S/ G 1 PMu :.(3Da)871-1=, m.: (ws)en-lul 4268 Wastmads Oriva a " 0 ,p' NAL E _,,:a,: IN.'al.0"aa, m-MOVI, West Palm Beach, FL 33407 a DRAWING No gAgr/A"' aK1G A iLLMr Jc P.E. 1 7— O7 P.E."SEAL/SIGNATURE/DATE RNmA Uc / NI61 s 5HEEf ° 6 OF 20 NIURED Vain CONCRETE ANCHORS (SEE wNwUIE ON Rim IJ) 1 OR. � 19� �♦ FYaRNC I I ' IOL mAunW I ,`` i . / r EOCE a ;- / p•'•. / Ir 11 � n mry�lva cuss +/ � wrom� i tno:'ss�1�aDE ay aan Iq '3 ./ � EtGi . wmOiA Q�I + , 'ED 0� / / 9 \ I^., t�•'I';0;,!,/J/'/ /(OAJ/X• HEX HASHER HCM , i ]ro uR ] JEK SCROT9 o IT• as CONWEIC ANwORS l E / 7 , (sfE SCIRTNRE ONEME w Or' --I SVB U !r, ,• r r'! J ,.II {I '/ ,i'I/ /;v r / JI ! /// I/ ' / r :/ /!/j SLID Ol' /� / Yi '• l i /f41 NA°l E / 1/P [-'E.0.1/ 1 i i JIX)C w • / - /r / APPUGBLC 1. / / a 10 aAa l5Q . .' $UO p 10111 41�10 hR'w 1 O (� ♦ POURED /! i i / . ,. J ; r / .� / ! : `. •! ! �� C REi D wNCREIE FIAT NUO wNCREIE ANCHORS (SEE SCHEDULE ( DAaimA�O Kry MCRETE R ED EM MT HCONCRER ANCHORS REQUIRED ON SN[R 14J REQUIRED E. 0.• E 0.• (SCE SCHEDULE ON SHUT 14) 11 TRENCH INSTALLATION @ HV FLOOR INSTALLATION HV t WALK -OVER INSTALLATION 0 ONLY FOR UP TO +)0, -)5 PSF "a DESIGN PRESSURE RATING HV INSTALLATION & FOR SPANS PER -CEILING SCHEDULE /5, SHEET II wNCRRE MG sH $lJiDiRE .m:ce'-'i RIn1:NG_� 8 NjFI I 1 wK. I.:I / .- r stirtiT Iv ewir :Atmmi or ` wF HE'D iaJIc,O.• r Oa1R it Fm wnnasr J 9 rIWY. /PJ/A• HEX HERO ' 1 I 8' uri / 71 3 O.G i / / EEK SCREHS O 9. O.C. OR 95. us. / CONCRETE AYCH'Ns yy I• �' 6 %]] J/a'% /IAvJ A / O.L[MSSHEET W/ N1R O R• O.C. (SEE scNrRULE ON B 1 IQ ^EDGE O e• 1/t ! Ynv. •• b TP �" o 12' Q . ` of i 1 % 18 � KUL DOI 10[W4dhY '1 )/B"-' 1 )/0• , A / .' 1 M i / FH. 90.5. 1...00••[WY. RBN. E E. ' CONCRETE Mwws L1/' OI O. OA SEE NOTE IJ D L () ewRm c0¢¢+[ I . . , POURED Ce, (WC SCRUM E ON OR CONCRELE K wER 1.) ON wm 1 NON IJ(e) POURED CONNCTE dl $HER i , •• •• ROXdN➢ --� IPfI01UL POURED CONCRRE REQUIRED 0©KEYcTONE OR CONCREM BLOCK REOUREU ' MONHTIN INSTAI I ATION REORRED © HV WALL WALK —OVER INSTA I ATION K.nP.I Aso. Pawl wrsvwu .a; n 1 uvOw 9d1!@ mAx M-D' w t UM MR COVERIABON•dSTANCC 1- S[C SHER H FOR TYPICAL D UITER (SQ DPECIRGlI0N5 ON wER IO) t Rnts luzIC�LW11 v � aatO OAQ ACwIa TO AN OPOUSLE EKO Or MR ♦ SIDE �Aw �°B`" a- MOUNDING YCNDNs CNI BE wY®NFD w Axr WAY TO wR AW IxsdL1ARD U wFRM INSTALLATION - DETAILS W/ C1� HV BLADE N ERA r FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 FASIFAN MRAL SUPPLY, INC. ' *J IL� A■.S■.S.A■ Accordion Shutter System '� • KV. BLADE 01 W/ (R 11/0 KV NfFmw BLADE • 90�•., :'Q 1L� nLLR TESTING & ENGINEEgIHe COMPANY ArIL9rICOn $hYHBf Systems T9 [v, N o[anvnou wt ou. Rn I.a . 0 A ..+' W TvRa WRION. r,awL me Association. Inc. 1 mn Is-D9s 1 )/1 CAM D) 27n _ Pwm+(3rSwI-Isa,m v(JaJprl-Ivl 4268 lYDslroads Drive a �NNALEN6�,H'1 ro.6,1R=^ West PRIM Beach, FL 33407 J ORAVRN0 No •..,.rr...••% wax[ s +aur iu Pr. A � %- i 07 PF CFAI /Clman wo/nATC RdtM'Ik• / 44167 • __ __ SEE END WALL CONNECTEETS f0 4 18 ©10w•®®na©®.. Q®7 nwfO©w•�10 n.®n ,* RNv.Y[vDs NNDI/�EDsPRNLMvrAIuaMoCTxN w®mIn°euDfEO"CORi O° w°OUT IN INSTALLATIONS W/ HV BLADE W HV CENTERMATESmC-DV OR 2A COSTING CU F NWnwECTION I ©'(D'©n©'O''®w — — — — — — — — — — — — — — — — — — — — — — ANgLAN (�TOiCoOlr[K°oRE2 II/z• In©.® /IwdC T TS w1/•4n1 C (4)/1D1/az S I ES AT FULL W. L v.Lwuoix HV QCK or ` (SEE SCX[ 5 C C 5 > ®^ * 35* IN I 3 * 3 ou sNm 11 �. 5 1 - 1 '• w®w©' 7Qw BOnlo •®w 1 w ® OUT o•®n©.®w©.©w HVA ©•07•®w©•O•W-1 EnsnNa tl/55 HVB HS w®n &O 10 •�3 n VQ -POUR ONCPflE OR _NO •®wQ.®w©•®w _- - - - - - - - - ___ iD•®®J w_o /w _ w -- EO ass�RLOIX w+W. B'®w _j ct5sN S IN �'-'®n"''O'®n NW. SEPN WN I ,I C T MATES * ©. �g n I©• �g wQe , ®n ro cuss 5 - 7� W 0 OPPONµ (SEE.SCxEWLE NW. SEPAL S110N w®'® ®w * INIEROA .®•®<+®•®w�.® ON SHEET 11) ro cuss (SCE SCHEDULE IN OPTIONL w©•® ON SHEET 11) ANTERIOR) _ ~•7 ' I OUT ___—__ ___ CONCRETE AN L----- , cCRse t 3 3 VARIES 90' * * 1 w ® OUT e 1p-sun[ II HVD OUT HVF II,,,////•I//A�,, HVE FLOW BUILDING CODE Non High Velocity Hurriecne Zone' ,R,,1 �:• .......... , ✓� = OSa1T RL1Eaa, WC. 02017 G RN NET& SUPPLY, INC. R A N ,T1 E c c- A S S A Accordion Shutter System W. ■ ■ ■ ■ Itv. BLADE gt w/ m W/O H.V. txwow aeDE */rl6'0 American Shutter Systems ,2 TIWf TESTING & ENGINEFAING COMPANY Inc.. N 15-Cx o owe' 9r: L/ 5)871 I , F..: (nlfi:... 268AssWeGtlonl c1 om is -Des ipi/L wlc oT ST 1% <� Pnom: 0os1m1-1Wm,rav: (ws)aTI-[W1 42fi8 Wefitroads Drive [ `>S'ONALENG III a w000sr.0 m West Palm Beach, FL 33407 DRAAWNG No 11I//Ij11'' WLl[R A l Jr. P.E 4 1 7-1 U7 P.E'SEAL�SICNATUREIOATE N' 1406T a SHEET 8 OF 20 ALIERNATE INSTALLAIJON.'IT" LOCK IS& Hy MALE/F MALE 'IT" LOCKS CENTERMATI g p g LOCKERS L 11) HV BLADE SEE ENO CONNECTION OE III ON SHEETS 10 R 18 OUTMEE] I Nua mvu m0.v — sn, macNm cw via, e, 6 . 7 a s a mFAm ax 7Ns van, K swam M uns 1 .Q�a6ir•�A'i�.�e ��1 a, , ,ws n * sr[ xort a ref xa loal(a� , Y Lap4 ax yER 5. t N7ns •.., ..weau (m•_r5 Niml HALE nusc 7wx van xu>sOn, vus I oN0. a vuvsrelwrs s+♦wa cam mMvt viaswn. 5n nxsn o-ros, os raau- ©0 NV "T" LOCK (OUTSIDE) -----------------' - --------------- IN . ((.,)- E1 IN -0 -a OUT 0-20 x 1 1/2' S.S.M.S. 7/8"0 x 3/32- WINGNUT. BYG* •, • •:1,• CM17 nLTEC% M. TITLEC- TILLIT TESTING k ENGINEERING COMPANY LM xl ] 6L..Sa ]0.f. MttcM YMaR seeC' m M,m , (3a5)87I-151e . Fw v (ID5)571-1531 —mqL Ln,coaoolram rs-aao•71• n144" nmo•a% Lti 1 In61 A.S.S.A. American Shutter Systems Association, [no. 4268 Weslrooes Drive West 'Palm Beach, FL 33407 OUT KV. BADE ®1 W/ OR W/O KV. W1hInORADE arttvrnax s rt ., se ie 1 OLO 15-085 11/]]/I1 w2 07/27/17 ] DRAWING No 17-107 LOCK 29 Is O 9OR P�r WNL NOUNIING µwR/cmw RdNTWG MAXIMUM SHUTTER SPANV 'LY OR "L-' 0L) FOR INSTALLATIONS W/ R �A or ONE NV LOCK or.�Y or W/ NO LOCKING RODS (SEE NOTES t. Tt) MAXIMUM SHUTTER SPAN* "L+' R 'L--' (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS Wale FOR MOWHIRGO SHUT )) CN Asu�'opNx INST ALUnON6 ATRD P fMpx/fa uPYaNO t a'y OR Rwft wMauxluq N L-W m le•w• t6'w- 3S IS'-2' I6'-iD• 40 14'-2' 1 IS'-2' 45 3'-41. T 14'w' SO 55 60 63 W-W 70 B'-9' 9-4• A 6'-a. RETALIATION LEGEND CONCRETE & MANSORY WOOD WALL A. B, C, D, E, M. N. 0. P. 0. MOUNTING V. K & L R. S. & V. FLOOR/CDLNG MOUNTING G. H. I. II. 1 T. U. W & X & TA 0 UAXIMUM SHUTTER SPNI 'La' OR Z= FOR INST4LTDONS INTO WOOD SMALL DE 1111DE0 TO 105 all. ABA. GESICN PRESSURE WTING. t W CORNER CENTERWTE 13 'MIN BE VETO AT ALL MOUNTING INSTµ1AnONS. LOCKING SPECVICAnONS SHALL DE AS WOCATEU ON MM70V CGHOMM /2 NOTE /5, SHED S. t} EXCEPT THAT LIADIIUM SN um SPAN 'Lf OR 'L--' AND MAXILMJ AS.O. OESNG PRESSURE TMTING FOR INSTµUWQHS INTO CONCRETE OR CONCRETE MOCK.&AW.L BE Charge AS FOLLOWS•. I- CONNECTIONS TO KEYSTONE MOUNTING LIMBED TO +64.-72 P..J. AND 8'-C' SPAN. SEE MOUNTING@ON SHEET ]. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 V. (1) L+: UAANVM ALLDVIABIE SPAN MR A GIVEN POSRWE ASL. DESIGN PRESSURE RATING. L-t MAX. ALLOWABLE SPAN FOR A GIVEN NEGATNE AS-D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE IAXIYttu SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CiRtax: GIVEN A POSITIVE Aso. DESIGN PRESSURE RATNG. DETERMINE MAXNUM SPAN 'L+' FROM SCHEDULE GIVEN A NEWTW ASD. DESGN PRESSURE RATING, DETERMINE UAMI'm SPAN 'L-' FROM SCHEDULE. PHµ MAYIMU4 ALLOWABLE SPAN IS EDUµ ID THE MINIMUMOETERIANEO SPAN BETWEEN l+' A,, Y= (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COUBWKTONS IN BETWEEN WM.L MOUNTINGS W/ FLOOR/CDUNO MOUNONG9 FOR A GIVEN POSRNE ASD. DESIGN PRESSURE RATING: DEIERIAWD L1+ .MAX. SPAN FOR WALL MOUNTING INSTµ"po" LL+- MAX. SPAN MR RODR/CMUNG MOUNTING NSIALIATIONS. MR A GIVEN NEWTNE AS.O DESIGN PRESSURE RATNG: DETERMINE: LI-- MM SPAN FOR WALL MOUNTING INSTN.IARmS, La-- UAX, SPAN FOR ROOR/CEDING MOUNTING WSTALLATONS. FNµ MAXIMUM ALLOWABLE WWI IS EQUAL 10 NNE MNNNUM BETWEEN 11+'. 'U+'. 11= AND 'La-' (4) GO TO ANCHOR SCHEDULE WITH NIµ MAXJMUM MADWAStE SPAN AND NEGATIVE AS.D, DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 18 6'-6'4'_6'B'_G 5-' LBO 6_6 6'-5 7 H V BLADE 5 6'-5' 4'-5' - 5'-8 190 -'swS 0 -4 4 -_5g ' Sl 195 6 8 g 195 a-0 4'-3' B 200 4-T2 3 205 6'-1' 1u FLORIDA BUILDING CODE (Non High Velocity Hurricone Zane s�Pt..•�j,CENSF l'/9 i ea6n nlrea. IxC• 0201) &ASTERN METµ SUPPLY, WC. E n Accordion Shutter •• * a''.% J IL E C O E„,. , � ASSA American Shuffer Systems System rLv. auc q1 w/ OR w/o rtv. xlwav SLADE TIWT TESTING' `� St & ENGINEERING COMPANY uss 1u, asa.6L, sl. ma vAQW IPVOq RMmA v:4 A990CION001 Inc.I wn avm an u:¢Y. c. OLp a5w85 iR AI wm D)/2]/I) t `fss/ONALEN'\'1tt PApy l (NS87t-lam, ru: pwW )e]1-I pie-Naoo012 4268 Westroads Drive West Palm Beach, FL 33407 a a DRAWING No 1 or ccei %N/{1%rn for m.,c WHn9 A TINT L. 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