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HomeMy WebLinkAboutPRODUCT APPROVAL11/5/2015. �"OIIf�2 �I?03ti1T Busines ProfessiIE(ltd Regulation Florida Building Code Online fnrr�r � ryl, .y BCIS Home ( Log In User Registration Hot Toll¢ Submit Surcharge Stars B Facts ( Publications FBC StaffBCIS Site Map Links 'i •Search I C aZ 10) Product Approval 1Q USER: Public User � Py Product Approval Menu > Product or A li ontion,{J�[ Search Criteria SCANNED BY St. Lucie County Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL T e Manufacturer Validated By Status F389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion pprsvaa oy uorn. uY vorn mien r ­..... ^.n.^ .^...•^...••.,..••••• •• ••-� , Contact Us:: 1W North Monroe Street Tallahassee FL 323 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Caovnaht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: Pefurld Statement Under Flonda 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 mail. If you have any questions, please contact 850.487.INS. "Pursuant to Section 455.275(I), 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 emails provided may b , used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal add.., please provide the Department with an small address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: W ® ® im CreditAr'i S httpsl/floridabuilding.org/pr/pr_app Istaspx 1/1 I. BERTHA HV. ACCORDION NNUII[R SYSTEM-SUDWN ON THIS PROCICT F.VADAlION WNYpNlT (PLED.) HAS BEEN MODRED FOR COfPIWK4 W .DANCE WOH THE W14 (M EDITION) OF THE F1DPoM BUI DWC WOE THIS AEON SHAM SYSTEM Sl L NOT BE INSTALLED AT HIGH VFIOPJIY HURRICANE ZONE. OSGN WIND UWS SIMLL SE VEERsh NhD AS PER SECTION 1I2U OF THE A OW MENTIONED CODE FOR A BASHO WND SPED REOWIUB) BY THE JUI6W{CIGI WHERE SHUTTER 1%L BE. O15TALUR) CORNA CRECDOWLTY FACTOR Kd-OBS, USING ASOE 7-10 AND SIWL Her CREED THE MATDIW (ASD) DESIGN PR SSIRE RATINGS INDIVED ON SHEES 71 THRU 15. 19 & 20. W ORDER To VERIFY NNE ABO.E CCIOITION, ULTIMATE DESIGN TRIAD LOADS DETERMINED PER ASCE 7-10 F BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY WLTIPI.YWG THEM BY O6 W OROERTO FAMPAPE THESE Al MAL (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TIWu 15. 19 & 20. W ORDER TO VFRBY THAT COMPONENTS AND ANCHORS ON THIS P.Lo- AS TESTED, WERE NOT OVER STRESSED. A 33 If PiG6A5E W ALLOWABLE STRESS FOR WHO LOADS WAS =USED W THEW ANALYSES. HOW01M A WIND DURATION FACTOR CO-1.ED WAS USED FOR VERIFICATION OF FASTENERS W WOOD. BERTHA Hv. ALSCOIRDgV sHmn t SmEas A➢ETMNCf roe WINB ANY LARGE ..,, IMPACT LOAD HAS BEEN. VEREOD W ACCOROW W TOW SECTION 1".12 at, INE A.Bow METNDN'FD OOUE A PER NL REPORTS` -IN SUVEO J02MDI-M J0715AI-03. /TW4.01-M J1214.01-05, I0517.02-00. /W09.01-10 AND 1021"1-11 AS PER 7S 201. TAS-302 AND 1A 2113 PROTOCOLS AND ASIY E-1586 AND E-1096 STANDARDS (HOME LEVEL D. WOID ZONES 1. 2 & 3) & t1220.01-10 AS PER TAS 201. 203 & 2Q3 PROTOCOLS LARGE MRS31E -NA WIDOW BIADE G /0504431-08. AS PER ASIN E-1686 AND E-1008 (M= E LLYFL 0. WINO ZONES 1. 2 3) CAMC PROTECTION ONLY AND / 0723.01-E3 AS FOR TAS 2(a PROIOW,L 2 HV BUDE�.VON IV WHOOW BRIE ® AES EN@PFRED 10 MpWf W IIaSOfI WIWFApI OIHFR 11NOD1 TIE GETIFPAL LDRAIIONS AND CCD(ITOIS a USE WOICAIED ON SMET 18 S BFRIHA HI. ACWIDDN PINS (HN SCI MS). USED AT MACS KNUCUE AND FOR DOtEDT MOUNT CO NNECWN TO TRICKS SHALL BE /14a275- AND 114A1.75� RESPECTIVELY, 410-NT MINIMUM SERIES STAOa3ST STEEL SCIETIS WITH 135.0 w AEU) STRENGTH AND RED m TENSILE SRBDRI. PIS FALL BE COVED WRH 6:03I11% w O.WD611NDD CARTING SYSTEM AS MlWIKICNRED BY APPROVED COMB& APTaGTDTS. REGISTERED WNW AMFNGW SHUTTER SSTC6 ASSOCIATION. PINS MUST HEAR THE W MANKIND ON INCH HEAL 4. ALL AUDONUM IXIRWTONS SIWL BE AUAWHUM ASSOCIATION ALLOT AND TEMPER AS INDICATED ON SOBS 2 AND 3 NCUMUM YE10 STRENGTH FBR 6081-TO AADY IS LIDO .1 AND 33.7 W FOR 6005-75 AIRY. S ALL SCREWS TV BE STANIIESS STEEL 304 OR 316 AS SERIES OR CORIIO510N RESSTANF COALED CARBON STEEL AS PER OW 50118 TOW DO KM MIC YIELD STRENGTH AND So W NIH TENSLE suse H. AND SHVL COMPLY R/ FLORIN BU6ONG CORE SECTION 2411:33.4. & BOLTS TO 8E ASM A-307 OALVAIOIm STEEL. OR ATV 301 OR 316 SERES'SINNI-ES SIE51 WITH 35 W WCWM YIELD SIIENGRI 7. SEE THE EDLLOEeD FEELS FOR ANCHOR SSCFICACOVS: W SIDE ©: 1213.14.15 AND 20 W BLADE 0 & 0 WORRWG W UNSCe 12. 13 & 15 & THIS SENHHA HV. ACCORDION SHUTTER SYSTEM OIDUOI A US. PATENT /5'TV9S81 COMPONENT OF THIS MPROVAL ARE COVERED. W WOLE OR W PAID IW U.S. PATENT /5'458.179 MINED TO EASTERN METAL SPPCY. PIC 9. IT S AU. BE THE PESPWl98Rl1Y OF THE CONTRACTOR TO VERDY THE SOUNDW55.0P THE SWUCNRE WIOAE SHUTTER IS TO BE ATIALNED TO INSURE PROPER ANCHORAGE WNm/OIOR TO SA/CNAX ALL FADER WMiYlONT EDCS WRNW BMW TH U FASTENING W CONTINUOUS COHOACT WNN THE 9ULDING TO H24ENT RIND/PARS 1 DRPIIFOH 10. EACH MIT MUST BEAR PERMANENT MBEL W A VS18E PINE WOW NARIVIO HIOTC DUPoNG PFRDDS OF HURRICANE WARKNCS HOLE SANER. TENANT. OR ORERS. MIST PROPERLY CHOSE ALL HN AND NO CENICOMTES AND ENCAGE OR TOOK ALL. HA AND He LOC4 It. SATIED MANLFACRBRERS LIBEL SHALL BE IOCAIEO WA REALLY MOLE LOQUION AT ACCORDION SHUTTER IN AWOiD4HW WITH SECTION 1710.0 OF FLORIDA BUROWO CODE ONE IA6N. SAIL BE FACED FOR EVERY OPEHHD. IAFLDJG TO COMPLY WITH SFCOON 1710.82.OF THE FLORIDA WADING ME 12. BERII k RV. ACCORDION SHUTTER SYSTEMS WSTUllAODN SHWA. COMPLY WITH SPECS INDICATED W THS DRAWNG PINS ANY BUILDING AND ZONING REGIIIAIOHIS PROVIDED BY THE JUW5010II0N WHERE PERM S APR1E0 TO 13. (R) THIS P.CD. PREPARED BY TIES ENGINEER S GENERIC AND DOES NOT PRN1DE INFORMATION FOR A SITE SPECFIC PROR , is WHERE THE SITE CONDWONS DEYM1LTE FROM ME RED. (I) COMPACTOR To S RESPONSIBLE FOR THE; SFILCIION. PURCHASE AHD BbTAlAIX01 WCDONG'UIFE SALT' OF TEES PRODUCT, BASTE ON THIS PLED. FRONDED HVSHE DOES NOT DE MTE FROM THE CONDITIONS DEIAAED ON Dos DOCRONT. CONSTRUCTION SAFELY AT SITE a THE CONHWLTOR's RESPCFS®IVIY. (C) INS PLED. ANAL BE CONSIDERED ONALO F ALTEIED BY ANY MFAH& ((�� SITE SPEGNC nDKCTS SEAL. BE PREPARED OF A FLORIDA REGISTERED ENCNV R OR ARCHITECT WOOF WILL INCOME THE ENCNFER OF. RECORD (EO.R. FOR THE PROJECT AND WHO WILL BE RE5POISDIE. FOR THE PROPER USE OF THE PJED, EVOKER OF REWSR, ACTING AS A BCECATED ENDINS!R TO THE P.ED, CIONEER SHALL SUBMIT TO Tu LATHER THE SEE SPECIFIC DRATANGS FOR REVIEW. (.) ORIGOAAL RED. SINE. BEAR THE DATE AND CRIMINAL SON. AND SIGNATURE OF THE PRNFS6DNK ENGINEER OF RECORD THAT PREPARED R. 11 ECQEMc. TWIT TESTING & ENGINEERING COMPANY am RW. >a e) 71 BW. wow: (M) Nom4 v PNw : (ws)5n-fm ..rm : (3037d1i-1331 a-nme: tna=cmal.mm m ooasrre WANT A TPM FTaIt UROA ue ! 167s7 TABLE OF CONTENTS GCmW. NOTES SHEET' 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEMCOMPONENTS21�57 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35i FEET 4 TYPICAL WPIDOW MADE & WRNDOW MAL ARFA 2- HV BLADE n AND HV WINDOW BLADE (WHERE APPUGA= TIPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET WSTALANON DETALS A-F. CONCRETE/FROCK SHEET'. INSIAWTDN DETALS G-M. CONCRETE/MOCK SHEET L. CENTETUMIE DETAINS W SHEET 5 CENICW.ATE ALTERNATING OLTADS EN SHEET 9 ENO CONNECTION 6ETA4LS 1-6. CONCRETE/BLOCK BEET 10 IMJCNM SPAN TABLES SHEET 11 ANCHOR SCHEDULE -CONCRETE & SOCK SHEET 12 ANCHCt SC1EDUtE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- WNCREIE & BLOCK SHEET 14 ANCHOR SCHEDULE- MVOO SOFT 15 DC0A 11ON DETAILS M-R, WOOD FEET 16 W ALATEON DETAAS S-N. WOOD SHEET 17 ENO CONNECTION DETALS 7-12 & TL WOOD AREA i FN WINDOW BLADE R SHEET 18 ONLY TYPICAL SHUTTER ELfVATDN AREA 4: HV WINDOW BLAT�E in ONLY SHEET 19 INSTALLATION DETAILS. METAL STUD COALS SHEET 20 ITHIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORID) , A.S.S.A. American Shutter Systems Association, Inc. 4268 Wastroods Drive West Palm Beach. FL 33407 2015 EASTERN EEO. SUPPLY, INC. 13ERTMA HVTM ordion Shutter Sy MT W/ LR W/0 RV. WNW B US PATEN! DNS Of USE Of BLADE ® ON SHEET 19 W63-76 ALLAY AND TEMPER ©HV ADA, FLOOR TRACK QUALIFIED FOR USE W/ W . 1.e1r mD aso' ao • ara 1.a6a' 11 HV hff HEADER FOR -USE W/ NV SLADE(1)ONLY SEE SECTIONS FOR VAUD(Tf.- 6053-TS ALLOY AND TEMPER ilil 0 w _ g 9' UNIVERSAL FLOATER WuIFlED FOR USE W/NV BLADEUt 6003-T5 ALLOY AND iCMPER 1® HV HEAD/ER/SILL (� ONALLFrt 6063RTfi5 LLOY µD BTLLlIK "ONLY ALUMINUM ANGLES QUALIFIED FOgg,USE W/LN BLADE(lI ONLY. W63-TG ALLOY AND'1EMPER To• • 2 I 'r B S• .093' .A38' ®HV WALK —OVER TRACK QUALIFIED FOR UdE W/ W BLADE T W63-TS ALLOY A TEMPER FOR USE 09YP0NE34r A B 71 T2 I@ 2• a• MM6 I/W 1/a' ® 2• 6' Loc e192• 0.1w 2.6' i' LWL e190' 0.100' Y s' HML 0d39• 0.131' IL EGOr.�. TIWT TESTING § ENGINEERING COMPANY R! Nl 150� A Sx SA . ( \AG40R 11 PAm.: (.$a}911-I5T0. : (3p!)lA1-IM1-15]1 .-.na: w..moolco-n L9{n MM.IFA A 1RuffLR L. Pe F1MM Mi. t N16) (�)HV 90'/180' STARTER ' "ED f,OR USE W/ W BLADE 1 6063-T6 ANY AND TEMPER TEMPER TEMPER A.S.S.A. Amortean Shutter Systems Association. Inc. 4268. Westroads Drive West Palm B6aah. FL 33407 IN NUrricone NANO No 5-085 ❑L O rVN `' nUMlf FIEVAIIfN LOCKER FOR i' LOCK CENTERMATE QUALIFIED FOR 115E W/ HV BLADE 1OONLY WU-76 ALLOY AND TEMPER 9) @IP i (o ® LOCKING RODA QUALIFIED FOR USE W/ HV BLADE() 6063-M ALLOT AND TEMPER 42ISEALLATLON WILL REQUIRE A 7/16: HV MALE -To LOCK C QUALIFIED 6063-TT6 ALLOY µ0 TEMPER t ONLY M W63-TG ALLOY AND TEMPER D Tsv ALLOY AND TEMPER FOR USE W/ HV 6063-T6 AUGY AN'. 4 HD GENTERMATE'S QUALIFIED FOT6 USE% Hi B ALLOY AO 1 & 1O veo HV 20 AISI 304- FRIFS S S THUMBSG Q QUALIFIED FOR USE W/ HV BLADE 0 IL ECOtee. . TILLIT TESTING & ENGINEERING COMPANY 6}4 R1I. Y0 A.. Su. %4 W.VN ORL06. rtOtp Y' PDon• : (Yd)BTI-13Je . fm : (]OSRRI-13]I m-appe)r9 M41r11 A 1Wf A. PF. ilaPer. NC. I Nl% m - xomePM�O 'Ynww�Om � _ nmwsm rwc+ APOR Zia oav numw wigs AIMVRA A nws s) come tome wum) Plwnn7 HV LOCK ® HV EGRESS LOCK QUALIFIED FOR ONLY. Y. iN OU =EDgR USE US ONLY. .HV so• m, m 16. PIA511C NE1D MaD ED F s Aex ssr M'mr i � 1/4BrFnaE ROTTING / S.S. THUMBSCREW J,/46-20 RIVNUP • s s+rr MImsMM (=x U Amp URGE r JNCE nm sxar mnsaa, ewer 3 aem. q u43aa v®al pA6 ttElUIY rfYlyyOVL�PNBM4iY. N�EM��Cr %a51 Ofl ECWL ® HV 'T' LOCK ® V ALTERNATIVE LOCK QUAIIFIED FOR USE QIIALIFIEO FOR USE . HV W/NV BLADE 1Q ONLY. FilADE 01 ONLY. HD BY M M HAROW� ' Mgt16E�`+ SE ES 23" HOOKDOLT LOCK. OUAUFlEO FOR USE W/ W BLADE LQ& @ A.SnS.Am American Shutter Systems Association, Inc. 4268 Westroaa6 Drive West Palm Beach. FL 33407 Accordion Shutter NV. RAW #1 WI OR W/0 KV. WIC wC He SHUTTER ASSEMBLY SCHEDULE FOR HV (Et HV Lnp 0 HV BLADE I HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® NV SHORT RECESSED NYLON BUSHING ® NV NYLON HAT WASHER ® HV WHEEL CARRIAGE ANSI 302-303 SERIES e.870"a3/16- THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIMS ® HV 1 3/4' ACCORDION PIN W/ p6 HEAD ® HV 3/4• ACCORDION PIN W/ 18 HEAD 2 ® POLYCARBONATE IMPACT RESISTANT NV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1G OR iHV ® BLADE. UCAL SHUTTER AS (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT 'EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(iD [0324- BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. .... EXTERIOR 0) HV PIN ® OR © W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. s> SHEET WHEEL CARRIAGE DETAIL 11 Y fAADF3 n v (1[R) � 4 Sl6b n 2 7/e• CUI SLPPRA DOM SIM oPDIR 4 41¢" :J T. .�� OOR® OOR0 ® EXTERIOR RV PIN © OR GR AT [YI OR DtAOE'6 FN"Ca, (SET NOTE • M REQUIREMENTS) I #REMBLY LAYOUT 1 • 1 �t s + 1• _1 1 IL EC0111�. TILER TESTING a ENGINEERING COMPANY i?V nn. YN R. Fs JM, MGIe. WeM IIdN A PAw : (]OS)s]i-15J0 . iva : (OOSJB]1-tut -mot ulteao9od.mm e 000ana wnttN A raur+r. 14 [sn.RmA Ue. / 44167 ®AIDE emu• .Os?5 .cea• RESINS, UV-STABIUZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F' ON SHEET 19). POLYCARBORATE SOURCES FOR 44 srsrK worlarts ♦eNr+Nt rnnm ele.. o mvmsz ��� m lfd�L Y[OIC OKRI I.W Y)BI 60V 4/k• OGtI P/a• NEaMSMI: trl,z4 mP ssl4som 1sn am esao w+ o,gm eat N1nsLl fSVLNI I] v100 e5n olva ti'+a1 cal ISwo e.LL nmmt nmas Anu meo xcmm R.A wPoo e.t [Pem rma® Ym Asn om4 to n-.! tr n-w. swz'Isl�a .rn taara 1121 als • xa Mae rc Inner, nm oax c-s av OI ails rorr anon un olea soar omr !ate mu crss m4u sseacm uml AW 4s4 em r+t ceso cat tvm[ anal Ie3Vl mnmmo •asI sa [Ms Ral oem oat A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods Dri" Wnst POIm Beach. FL 33407 In Nigh Velocity Hurricane 2015 EASITIW U.TAL SUPPLY, OIC. BERTHA HVTM ordion Shutter Systt yl W/ OR W/0 RV. WIDOW RAA Emi plrt OCI?N BY: YL 11-192 1/IS/6 oaL 4 t3/ DRAWING No III W III D D I v I� IiW�Y�a��fi✓tN.✓•�sJ�S�Y s'i�CI m• TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. / a-® OF CORNER CENTERMATE C NOTES 0 1. yy L• ONE W LOCK II& a .Ey SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR 12' ADOVE OR 2 OF SNUITER SPAN FOR SPANS UP ID ICO'. A40 TOR INSi 11GNS AT ANY ELEVATION. FN LO Ko w �i NAY BE USED AS AN INLOE OR OUTSIDE LOaC, ATnCHAD TO OR,Qi CEkTERLWTES W/(2] 1/4',1-20 .1/2" MUG MT HEAD £S MS. LOCATION OF LOCK SHNt BE AS INDICATED ON SHUTTER M. y FOR PURPOSES. UP TO TWO !IV LOCIs OR WY BE USED A' AN INSIDE OR OUTSIDE LOOK CONNECTION OF LOCKS TO CDITDNI OR SILALL BE AS INDICATED ON NOTE(1) ABODE G LOON OF MOONS 91 OR UNITED MANDATORM !2 s IISID W/IWO N.V. lDCNSI: LOCKNG RODS ARE NOT REQUIRED AT,j1URRICANE POSITION. BUT MAY E USED IF DESIRED TO ENHANCE NCE SHUTTER PERFG CF LOCKING RODS J OR AN ALTERNATIVE DLYICE MAY AL50 BE USED AT SGLIONC POSITION (NON NURRI(iWE POSITION). {, ONE WLOCK (5 ® SIWL BE USED AT CORNER GETTER SPAN AND MWTAUATIONS AT ANY OR ULSIOE LOCK ATTACHED TO ® CORNER CEMFRMA E W/(2) 1/ .-10 + 1/2' LONG MT HEAD SS. M5 TWO LOCIQNG RODS AT TOP & OM SHNL BE USED. ON OF IDCK SHALL (R AS INDICATED ON TYPICAL SHUTTER ELEVATION. WKMUM SHOOTER SPAN SAIL BE DETERMINED AS PER SCHEDULES SHOAN ON SHEET 12, 3.Am To -AympIw FPO • ONE ATENNA'IE WUD WY BE IN UFU OF MY LOCH FOR NIY SPAN AND WST TIONS AT ANY ELEVATION. A NATE LOCK 0 MAY BE USED AS AN SIDE OR OUTSIDE LOOK. ATTAHMENT OF t/4'0-2N3AV S.S. THUMBSCREW TO ® OR ® CENIERMATES S@VW L BE MADE W/ 1/1'0-20A/4' AM. RNNUT AS SHOWN ON SEICDON WE, SHEET 8. WIf LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO TACKS AT 1/3 OF SHUTTER SPAN. 6, ONE Hw LOCK 0 or0 or 0 SW41 BE USED AT 1/2 OF SHUTOR spAx FOR ANY SPAN OR 12' ABODE OR eaDW 1_12 OF SHUTTER SPAN FOR SPANS IW TO W. AND FOR WSTNLAIN)NS AT ANY ELEVATION. HV LOCK 0 or @ w 0 NAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO a or ®SYYYETAICAL CENTERLLATES W/ (2) 1/4•-20 a 1/2' MUG FLAT HEAD SS. MS. LOCATION OF LOCK SHALL BE AS ONDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LD G RODS 0 W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY UANGMIDY- •NOTES ON HV "i LOCKS AND CENTERMATES: 1. Q�; ONE ATERNATE FN T LOCK AND MAY BE I AL1ED IN UEU OF HV LOCKS OR FOR ANY SPAN AND INSTALIAnQQ�NL AT ANY ETEVA710N. A HATE LOCI( YBE USED AS N1 OSID OR OV IDE LOCK ATTANMEM Of LOCK F� INCWDES USING RDNPoR�NG LOCK �, AS SHOWN ON SECTION M. SHELL 9, MON MUST BE CONNEC1171 TO 6E7 �41TRUATES 0 AND 4 W/ 1/4//'o-2O a 1 1/2' LONG &S. TNREADED DOLT W/ 7/8'0 . 3/32' MAXUUM OR W AN64•BBEMWW1M�NONUT AII USES OF WO A TWD �LOCIONG ROOM ® TOP AND SODOM IS UANMTORY. ' RNNU'r. LOCK MY BE INSTALLED AT MIDSPAN OR 12' *NOTES ON HD LOCKS & TES: 1 xe mr wA. Ne HYMIaaIATLR� DR 3 W/ :ONE ALiDaUTE ND LnnLQ W1Bf USED W uw Oi AS AN HV LD(XS OR fDR AHY SPAR AND WSTAIIAliDNS AT ANY aF/AT1QY. ALTERNATE FD IOLK ®WY BE USED RE)WORGE p1T INSERT M OMN ON ffSECIIIONS HOB��MroiD C R/ 3SHMEE 0 MOK MABE P6TNLIDDJUDIDS AT aIDSPAN OR 12" MAIODUM IXWW OR ABOVE TOUSPAN. USE OF LOOKING PODS 0 Is cOMPLFn1Y CFTIaU:_ IL ECOIIMG. I—,- PUTT TESTING &ENGINEERING COMPANY OF:�a4 "6"roues : Da5)WI-Nils . Fa. i 005b7I-15H A.S.S.Am American ShuHor Systems Assoclaflon. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion HV. SIN£ q1 W/ OR I 1 No :I C. E. S w 13) M. @6 ,Q ,• .7: :. I.. [1 U... •1 i i'_ e, wQ / 11 1 I4(g) 3wt@ +20v3/4" c5NYLf E0 PN911PS 1RU55 XCAD NkUw SCREWS UJN4 COtiCRflfNTS08 1. 1/4--M NU79 a 12' a:C.ULE m1 aJ t/,'-2D NUR O 12' O.C.OR 0001KFCt¢flrw ED CRETE ANCHORS HV WALL SILL INSTALLATION s� (F)HV WALL SILL INSTALLATION HV WALL SILL INSTALLATION s INSTALLATION DETAILS W/ @rt 1YPIf11 SNUREfl . E 0.. a EDGE ai51NICE .. SEEN 1pN9 Di USE rOfl (f) HV BLADE fGNOIG.. C+N BE CGYDINEG WE wnai1tkl oe wer 10 BLVIEN aN SIIEFr 19 MIT ANI' wStM"h011. Hoer.. Him ruin IV191'/u__ u._._ u_,__._ N. f___ IL EC O tNc. I1WT TESTING $ENGINEERING COMPANY 1IUT TE .N ve. ENGINEERING ; RING OMP A Y 'riw�e:pw79n-law. ro,.: (ws7e71-+sa1 t tae.00.d.00m A.S■S.AN American Shutter Systems Association. Ina. 4288 Westroods Drive West Paim Beach, FL 33407 KY. w. n 1, a s Na SEE END & le SFF xorts a1 locan5 eap5 ®. Hr 1no60, d © _ `f INSTALLATIONS W1 HV I N , — OUT P9i BLADE Wj HV CENTERMATESGONNeCTION t „ , a Ealsnxc un5;. ---— — — — — — — — — — — --- —� ©. ®u�•®m gO.®o----------------------C6,— tww-m uxa0 uua IWiE M/(x) t/4Y TNKR1 12- v / ®•®. OPPOSING SYMMETRATES uM1oa oTO carnnE I CE ERMAT S c�uT�RypTF =-�'-`�`S uuE ssuv, n �' (4)/,o,t/z• sus. m mEa: e1 rxN ure t17r) 11og64- sN.s. n tz• c nu tExmlr. W/ HV LOCaL� M{/ 1i�L6vLY� 3 1 U * 35 * IN 5 - � rA I _-----_—_— _ _ * I ' Fliera HVB UT ®P �* HVC 10•®°`®•�©`®°' u`,A HVA POURED COMPETE �°°®mom®,®-�•®�®°° E%b11xG C— CONCRETEnUlCRC wL. a ----.-- IN 5 J�t�n O CE T RMA ©'®"'®� ®'®°" grrosacanc * w v OUTER[) �•®m�'®"'®'� a+su¢r n> UK SE uu1pN ®� TO anss a ®• ON% mm11) IN uINTEAOR7 OUT `— — — — — — ---------- L----- O ,moo . 18•QC. s -1 ----- --- - ® * 3 vunrs o * .0 * a OUT 6 1/2- NAME snac ouT (E Esm� HVE HVF** HVD ROPoDA BUUING CODE Non High Velocity Hurricane Zone ,00,1 uuon ® 2015 ristrm ILK SUPKY. wc. 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WiNDOIN HAOE ML. r. ct 1a5 ./,. °1 Wn/ I DRAWING No lE ANCHOR' 0 16 GC. �ENSIWG cl,S x• Mk i EO " EO 1G ss m F]iD.AE al 1, 11 RIR No (w E 1 a 4 FORA aAGFS & O Pt AT Vz mk flu sv. am 5 OR 0• m 9 ® ®-0-0-6•0 O.®-0.0-0•®-d�3 ND CONNECTION DETAIL QT E:a• 4InG GIASS Poulteo CONCRETE CONaiETE 'ay CONCRETE -- OR ILLOCK wALL aEaoara GEGCK WALL REQUIRE •—msrlxa cuss - i KN 4P�/RAIxM �ExunNc awls r — i ID U 4-USE 1. 0112 A4% (AS MPNCARA 1/GwO ' i —_____ \ AEW1nuN CA AN (eae3-Te auoT} A wGNEW 4 (1) #104/2• sM.s. Top& (2)1/S•A TAPCONS ORS TO WALL AT I. O.C. (L TE AT SEE NE x r 1 OR ®' 40E MECRON nnain SIOE orOA ) TO RK'KS SIDE -0•®- END CONNECTION DETAIL 3 Tim n nnu noel OR L67M was --r-i 14 Walcu a OMY rGa VAt5 ORrAIQi iNAN 1 2• YRL 2• ink. • SEE "E°�ON SHOT 19 ° ©OR®pa�OR 7©OR 1© VIEW Y !DETA1!L(9) PLAN DETAIL ®-pa© 7 -©-8POURED ODNCRETE OR ia p-©•O] . I Q� E D I S L ON CONCRETE O(OC(:WNL®•0-®•6�-Q'•0- 0.0] •®] . (7-1 HV AI eDE OR HV WINDOW BLADE INTO 0: a CON RETE OR CONCRETE BLOCK WALL 0 • 0-0-0•®-0•® © •0•€3 FLORA BUILDING CGDE(Hon High Velocity Hurricane Zone TA ®zo,s EASIEltN MEra 9A'PIY, wc. �CENS '% BERTHAte TN IL E C c t.�. A.S.S■A■ HYAccordion Shutter System , ffAPE #TW/Ut. W/0 FLY, NIW W! dMf Amancoe Shunter Systoms ooccavnox wrt mwm ee uA_ o TIWT TESTING & ENGINEERING COMPANY Association. Inc. 1 OID 11-192 //1]/Is w1a 4/13/15 • STATE OF i 2 Aw Na lan s.. sa am. vm... cmaa naaw v1 9° •' �y,,,� rr-,. ; (m>an-lm°(ws�21-t-I 4266' Westroads Drive 2 DRAWING No �F�:•. ORU- °< IDT•.•G��1•"`.`� �uieawoe can West Palm Beach. FL 33407 s �5��85 \` WLfiR A 7 0 PE SNEkf -- -- MAXIMUM SHUTTER SPAN- -L+- OR "L= (ft.). FOR INSTALLATIONS W/ y'y�tMED;IC6L g ,@&.. or UD or WJ ONE H.V. LOCK ® or 0 or or HD LOOK ® W/ NO LOCKING RODS - ar CENTERMATES'@ & ®'W/ ONE KV T LOCK ® W/TWO LOCKING RODS TOP & BOTTOM SEE NOTES 1MOW LONCICIE & W000 BISTAMAIMNS 6�9�R WNL YWNf4YG {LM/CALNG YOUNfWG SO)1rnutr 62 MAXIMUM SHUTTER SPAN* 'L+' OR -L-- (IL) FOR INSTALLATIONS W/ ONE or ari� W/ NO LOCKING RODS (SEE'. NOTES Ltt) WWY cONCRBTE & WD-- fA9J�[ N IIN (• aal N1L YG6101NG c uounwG LF N L-W 35 IC-10' 14'-10• 40 lY-1O' W-IO- 45.. 13'-l' 13'-I• 50 12'-5• 12'-5- 55 W-10• W-l0' 60 11'-P 11`4' 65 1O'-10• IT -IV 70 10'-6' 10'-6 75 10'-1' 80 1 9'-10' 1 V-10• 85 1 9•-6' 1 9'-C SD 1 8'-]' 1 9'-Y 95 L W-4'O 1 001 a'-Y T5W6'-'---1n9S1• 6'-4' r-r 120 8'-• 7,1- 130 r-9' 135 7'1• 6'-2' 1 r-9• 7'-S 5'-9' 7'-2• S-7• ISS r-0' T-5• 160 e'-n• 6'-z• 165 W-10• 5'-1• 170. 8'-9' 1 r-11- 175 W-7• 4'-9- I60 W-6• 4'-6' LES W--ri 4'-r 190 6'-4' 4'-3' 195 er-3' IT-3- 200 6'-2' 4'-2' 205 W-1• 4'-l' I SCHEDULE 03 IMUM SHUTTER SPAN* 'L+' R -L-' (ft.) INSTALLATIONS &. W/ ONE ITV LOCKS OR W/ NO LOCKING UDS' (YIUO FOH SMYWMINC Ip umAN MTFfI (• m�1 cDnc1¢TE VSfI11A1M16 n0af/CFl➢IG. MOYNM6 L. PIT I.G I.-M) 40 14'-2- 15'-2' 45 13'-4• 1f�1- 50 Ir-31 13'-1• 55 I1'-1• 11'-11• 65 9'-5• 10'-I' 70 6'-9' 9-C 75 8 9' INSt A1AXION Ir19N0 CONCRETE & WOOD MANSORY WALL A. B, C: 0, E. M, N. 0. P. 0; MOUNTING F. K & L R. S. & V. FLOOR/CEILING. G, H. 1. 11. J T. U. W & X MOUNTING & M 0 MMMUM SHOO WMI li OR -I-- MR INSTA4IATONS INTO WOOD SHAu DE UNITED TO 109 pg. ASD. OESNN PRESSURE IURNG. t RV CORNER CENTFRMm 13 MT BE WEB AT ALL MOUNTING INSTAMATONS. IDCKMG VEC ATONS SHALL BE AS INDOTED ON MNOVORY CONDMON 02 NOTE J5. SHEET S. ttDWT THAT MNaMUM SHUTTER SPAN 'L+' OR 1- AND MXIMLW ASD. O NG n6SsORE Rowa FOR USM11A1KlS ND CONaETE OR CONCRETE CLOCK I- CONNECTIONS f5 O KEYS: LIU CONNECTION$ TO KEYSTONE MOUNTING LIMITED TO +64; 72 T7. AND B'-0• SPAN, SEE MOUNTING QON SHEET 1. 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