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HomeMy WebLinkAboutSET UP-INSTALLATIONl magaim1w M 1. BFRTU H.Y. AMORMON SXUTEF SYSTEM SNOYIN ON ME PROOUR EVAEMTON DOCUMENT (P.".) NM BEEN VD6FHD FOR COMPLIANCE IN ACCOROMCE WITH THE 2011 (11 EDITION) OF ME TLARIW eNMtmG LOOS M5 ACCCROION 51AITER $YSTEV SLUE NOT BE INSDLLEO AT MOH VELOCITY HURRIMME ZONES. DCSHLN MIND LO•DS SHALL BE BEFIGIB NEO AS PER SEOMN 1620 OF ME ABO,E MENTIONED CODE. FOR A B C WNO SPEED BEOURE, Bl' ME MURaO1CfpN 1MERE SHUTTER MILL BE INYAlLED %1 A aREGT10NAUT1' FAMOR Kd-O.BS. MSING MCE 7_10 AND SHALL NOT MM THE NA%NCM (AS.D.) DEEM PRESSURE RATINGS MO.0 M ON SHEETS 11 MW 15. 19 & 20. IN ORDER TO VERIFY ME ABOVE CONDITION. MLTIUATE CESGN MIND MYffi DETERMINE, PER /SCE 1_10 SNAIL BE nNs, REDMED TO ASD. DESIGN MMD LOADS BY MULTIRTNG MEN W 0.6 IN ORDERTO COMPME MESE W/ W. (AS0) OTSM PRESSURE RA1NG5 MpIfAtED ON SITS 11 MRU 15, 19 & 20. N ORDER TO MEN"T TUT COMPONENTS ANO ANCHORS ON THIS PZB. AS TESTED, MERE NOT OVEROF ,STMERS STRESSED, as A 3T z LVIX,FA6E m ALLDWMLE STRESS FOR MMB LAMS WAS D$ USED N MR, RRU. N.V. &CORDWAN 9Ni1[R SYSTEMS ADETRUCT FORK MINDANDLARGE REPORTS NASSRE MPAR L01•D HAS BOON VERMIED M ACCORDµCE WITH SECMM 1809.1.2 OF ME QO c MENTIONED ME AS FOR -W PLME 0+ /0214,01-0.T, /0715.01-W, /lONIII S. IT21401-05, /0.TI7.02-06. /0E09.01-10 MO [0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND MM E-1886 MD E-1996 YMBMESS (MISSILE LEVEL D, MIND ZONES 1. 2 & 3) & 1122MOI-10 IS PER TM 201, i0, & 203 PROTOCOL, LARGE USSIE -HV WINDOW ELIDE 0 /0505.01-05 AS PER ASTM E-1896 AND E-ISMS (M654E IMEL D. WIND ZONES 1, 2, 3) BASIC PROTECMN ONLY AND / 0725DI-6B M PER TAS t02 PROTOCOL 2- hV 8LNE0r AND NV IMNOOW BLADE IS ARE E EM D TO s01U( N MOAN MOTH FACN OT¢R UNDER ME GENERAL LWRATIONS µIT EMBDON5 OF USE NDICATM ON SHEET 19 3. TGGNFI N.V. KCORWON MMS (HV SCREMS), USED AT BlA0E5 KNUCWC AND FOR DOECT MOM CONNECTION TO TRELLIS BULL BE 114. 75- AND 01491.75• RESPECf&ELY, 410-M UMIMMM SERIES YADILE55 STEEL SCPCWS ITTE ED5%I EM HELD STRENGTH µIT I80 bi IENStE SIRENGM. PANS BULL M MATED WiiH BERTM HV DAMDENInD COLTNC SYMEM AS 1WNWF RED BY MM SERI COATING MPIICAMRS REGISTERED WITH 1N[RIGN SHUTER SYS[u9 ASSOCIAMN. %NS YUSf BEM THE W MMMNO ON MOR Q. 4. ALL &UYNUY WRU9ONS SHALL BE ALUNNUM ASSOCIATION µCOY AND TEMPER AS INDYMTMI ON SHEETS 2 AND 3. NMIMMM YSLD ST(FRCIH FEB 6083-T6 NLOY S Me AY AND 35.7 bl FIX, 6M5-TS AHOY, & ALL SMEVIS TO BE STMLES5 STEEL 304 OR 316 NS SERIFS OR CORROSION RESSDWT COATED CARBON SsS AS PER DM SM18 WITH W COVE SEC COMPLY W/ ROATt MRA T, SNMGM MD 90 hI YN. TENSILE SIRENCIN. AND STALL RNA MAD.ND SECTOR 241"AC 8. DOLTS TO BE ASB4 A-307 GdLVMIZED STEE, OR YJS W4 OR 316 S ,,, STAROER STEEL MM 35 W MINNMN YIELD SRENOM, 7. SEE ME FOLLOWNG SHEETS FOR ANCHOR SPECFICATONS: HY &AGE 0 : IL13,14,15 AND 20 HY SIDE O & m MORIONG N UN NI 12. 13 & 15 A Des BERTU KV. ALCENINM SNUFFER STSTEU GEMS A U.S. PMFM 0779,582. COMPOEETS OF TI96 MPRO2AL ME COVERED, M MIBLE OR IN PART B, U., PATENT /5.4MIn 1411ED 10 ESiERN YET& SUPPLY, NO. e. rt SLUM. BE THE f08PONSTDLIIY OF ME CONRACTOR TO VERIFY ME SOUIIDNESS OF ME STMCryRE WHERE SNUTat R TO M ATTACHED TO NSURE PROPER ANCHORAGE CONTRACTOR M SEN/CAULK ALL SNUfTER COMPONENT EDGES WHKH AELLAIN, MRU FYSTU%MB M CMMNOUS CONTACT T, ME BULaYC M PREVET W1N0/RMN IMM SGY. 10. CALM UNIT MUST BEAR PERMANENT LABEL M A V&S E PLACE MTM WMiM G NOTE DUHENG POROUS OF XM CNNE WARNINGS HOME OWNER, IEHWT. OR OMER& MUST PROPERLY CLOSE ALL Try MO ND CENTFRIMTES AND ENGAGE OR LED, N1. W AND) NO LOCKS. 11. SNI MR MMUFACMRER'S U`ZM SHNL BE LOCATED ON A REAOLY Nlil&E LOCAMN AT ACCCMJM SHui1ER It; &CORCANCE OATH SOCigN 170A.3 Or FLOPIW BUMNG ME ME LABEL SOUL BE PLACED HER EVENT OPENING, LMEUNG TO COMPLY 1RD, SECTION IM9,92 OF ME F I BULDMG CML 12. BERTHA KVAPPLIED.. A Tno!CN SHUTTER SYSnYS MM ST MCN SHRLL COMPLY MTH SPECS MM ED IN MO DPMTNO PLUS LAY BUADEVG AND MIND REGLRATILNS PRDMDEO BY ME N SIXCTOE N ERN, FERMR IS 13. (a) MIS P.EE, fRERARED BY Me MONEEN a DERENE MO DOM NOT PROADE NF'ORUMON FOR A SITE SPED IC PROJECT. In. WHERE ME SHE CONDTIMS OEN4TE TROY ME RED. (a) MNTR C CR TO RE RMPONSBLE FOR ME SELBOYDN, PURCILLSE'NE INSTNUTa1 9Ta.UDIND LIFE SN EYY Or MIS PRODUCT, BM15EO ON ME P.E.D.. PROVIDED HE/SHE DOES NOT OENM1T[ FROM THE EMOTIONS DETALM ON Me DOCUMENTT, Ca6TRUCTIM SALTY AT STE S THE CON INCTOR'S RESPONSIBETY. (C) THIS RED, WILL BE MNSNEREO INVAMD W &TERm BY MY YENS. MrSPEC6lC PROJECTS SLALL BE PREPARED BY A PM)F= RECSTFAEO ENGINEER OR MENTEOT IDEM WAIL ME TH BECOME ENGINEER OF RECORD (EOR) M, ME PROJECT &W WN0 WRL M &E HOTS THE PROPER USE OF TINE P.E.D.ENaNEA RENEW. U RECORD. ALTER As A BCLECATTH a MMI ER TO E P.EU. ENGINEER SHM.L SLOW TO MIS LATER ME SINE SPECM; ORAWNGS FOR (e) ORIGINAL P.ED. SHALL SEMI THE COTE AND Ob3w1 YELL MAID 9GMNRE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD) MAT PREPARED T. OMT7 Bunco, M. ? � � /(J*J( '�OIl11 6p TILUT TESTING & ENGINEERING COMPANY 6}5! MR M•A 5t• S4 N•\tA \\ • R � ' �41\\ b5. t1NGM dI.H.:xq, ftMM M M� : (3as7en-153D . Ta.: fw37811-1]31 .-awa: cT:.aePca.\wa S10NAt IX E ,•'4 (FAFd9TF.N15Ylior lnATr W& A OLL Jr. P.E ���•/•41a7 TABLE OF CONTENT GEEERAL NOTES SHE I SYSTEM M1IPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 YYRML MUTTER ASSEMBLY 38-44 SHEET 4 TY%C& MINOOW BLADE & WINDOW EML AREA 2: HV -BLADE n AND NV WINDOW RI AQF ((lq (WHERE_ APp11C,egycl TYPMJL SHUTTER ELEVATON & NOTES ON LOCKS SHEET 5 NV1 PON OETMS A-F, CONCRETE/BLOCK SKEET 6 INsvA nON Dams G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DEfA NV SHEET B CEMERMATE ALTERNATING GUMS Hv SHEET B END CONNECTION DETAILS 1-6. NNCREfE/BLOCK SHEET tO MAKMMM SPAN TABLES SHEET 11 MCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLANK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK MEET 14 ANCHOR SCHEDULE- WOW SLEET i5 N517ALLMON DETNLS M-R, WOOD SHEET 16 NVTON DETAILS S-K, W000 SHEET 17 END CONNECTION ORNLS 7-12 & K. WOAD AREA 3: HIT WINDOW R An & SHEET 18 ON Y TTWCAL SHUTTER ELEVATION AREA 4: HV WINDOW RI A (1) ONLY SHEET 19 - NSTAt1ATON DETAILS, MET& STUD WAILS SLEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Dr'Ne West P.IT, Beach, FL 33407 P ....ems rl r TM Accordion Shutter System KV. MADE #1 W/ Q( W/O KV. VANXW MADE No 107 (j)HV SOLID BLADE COVERED UNDER US PATENT 8 5458179 1® HV WINDOW BLApr±/ OF USE OF BLAD�—ON SHEET 19 0HV ADJ. FLOOR TRACK QUAUFIED FOR USE W/ W BLADE 1 LL �6463-T6 AOY D =9PfB o� r.063" � OGJ- 0' W 4i G)0 Ib96" 1.$ OutHV I IN12 MEADEa RED FOR USE VI/ HV BLADE 1 ONLY. SEE SECTIONS FOR VAUD 6063-TG ALLOY AND TEMPER SIDE�E OTMUFIED FOR USE W/ HV BLADE(11) e4 I � ' I a. �HV UNIVER A F OAT R OUAUFIED FOR USE W/ W SLAOEC 5005-75 ALLOY AND TEMPER tP HV HEADER/SILL OUAUFlEO FOR use W/ LADE NL 6063-TS PLLOYY W B0 AND TEMn ALUMINUM ANGLES QUALIFIED FOUSE W/ NV BLADE 11 ONLY. 6063-T6 ALLOY AND TEMPER OOUAUFIED FOR VA�S5E W IN SLADE(I � 6063-T6 ALLOY ANNTDD TEMPER.. ®HV WALK -OVER TRACK QUALIFIED FOR U E W/ WBLADE i 6063-TG ALLOY AAAAttttttttDDDD TEMPER CWPONENT A R TI T2 p r s• MAci I ,/6' I � ,ro' I� 2" 5• Wo.�0.192' 0.192 119 23' )• MAR. 0.190• 0.190" 2' 5' MAII. 0.139" I0.131" o2017 iNRW. v,G �S 1LTLIECO- * TILUT TESTING & ENGINEERING COMPANY ax6s +n. >ea x, fia. 3m, vaw wens. nwm� a �6 PMn.:f303J6)1-IS3G.P�:139s>en-1u1 136 -mw Ixeewa-y.cm„ .cx2R A twx ... P.G 'nATC fLaRW Mc f N167 QS HV 90•/180__STARTER OUALIRED FOR USE W/ Hy BLADE j 6063-TG ALLOY AND TEMPER )0" 99{' 10.V• 8•} 135-1 + 920 QHV TRENCH TRACK QUALIFIED FOR USE Vl/ w BLADE T IT ONI Y. W/ w TEMPER A.S.S.A. Amerfean Shutter Systems Assoclation, Inc. 426E Westroods Drive Vest Palm Beach. FL 33407 P HV RAINGUARD OUALWIED FOR U���t��t))E W/ W6063-T6 BIODEARD TEMPER. .... .■.TM Accordion Shutter System HV. RAEE #1 W/ OR W/O HV. WNM mAx No 107 J HV CENTERuerE FOR USE W/ HV BLAGE�& 600-16 ALLOY AND TEMPER RAY P1 fiNrR DN+i10N LOCKER FOR "T" LOCK CrurcouerE QUALIFIED FOR USE W/ HV BLADE(I)ONLY 6063-T6 ALLOY AND TEMPER 1 p osT• L 21.' • ,•l�l F .�'s. OU ED FOR USE W/ IIV BLADE 1 & iJ ONLY 60fi3-T6 ALLOY AND TEMPER R A . L>• . p6 (is V VALE " " LOCK CENTERMATE QUALIFIED FOR USE W/ W SLADEII ONLY Lq 6063-T6 ALLOY AND TEMPER l:.ilAPIL-CENTERMAT1G O 3�y QUALIFIED FOR USE W/ HV BLADE i & A 6063-TG ALLOY AND TEMPER 0 LOCKING RODD OUAUFIEO FOR USE W/ HV BLADEu 6063-T6 ALLOY MO TEMPER INSTALLATION WILL REQUIRE A 7116 6063-T6 1 130. -56. 4>3 6 HV 3 8"0-16 AI OUAUFIED FOR USE W/ HV 1 606E-76 ALLOY AND (8�31NJFlED� FORUSE Y% W SLADE Q)&& 86063-76 ALLOY AND TEMPER t �1I<ro 37 HV 1/4" a-2n elcl one RI THUMBcrREVM' QUALIFIED FOR USE Yr/ W BLADE 1Q c2017 MICC, WC, �2 IL ECOIN, '* TlL TESTING & ENGINEERING COMPANY • 6]Sf l4". 36'A A. A.. AAA 33 vnob 3i : (3os)e71 �1su . ra : f,TDs}q>1-1v1 r8-o]a6119 1. C4RA 0. i¢Uf x. P2. 1TC ROfiTt MG EH16) �T. i e22•i ® HV "T" LOGK OUAUFlED FOR USE IY/tN BLADE C ONLY. 1/••_rn- RpyL(6 osT ml RousTc wu¢ ewm vAYnm 'T 6PAS6 e+umw (ore¢a RAIFD] HV EGREM LOCK OUAUFlEp,,[OR USE 'A'/ WBLADE IJ & Q9 ONLY. _x50- O.D. e v anEv ° r z 60, - SCR Y 4 AFTER 1dYERNO 1/4"0-20 x 3/4" BEFORE RfT0N0 S.S. THUM13SCREW 1 /4"0-20 RIVNUT• �swrcs wu NMuryw (p>.-n rMoO LWCE nAN¢ TRW 9'.RT INI".ERr. vAQf 1 0820. At NtNW1CI6RTD py AyC,Fy O+FRm *IXratt v+Rmv6ur. Now +Oscr o'+oN w [aw_ �Q HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ NV BLADE ©1 ONLY. 25 . 0 I • N " 0 "" �i 0 - 00 `T"uN3NRN OYUAaFR OR NLY CLUNDER 02>5' Mn. 1 ns• un. n 1�7 qc ® HD LOCK BY REGENT HARDWARE MORisE LOCKS SEPoE6 GUAURFD FOR USE W/ W BLAC A.S.S.A. American ShuRer Systems Association. Inc. 4268 Westroods Drive West Polr Beach• FL 33407 EASTERN NOOK BOLT LOCK t C em Hy. a� #1 W/ aRnW//O R . WNDOW MADE No 107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV EL0FNGRECESSED ED NYLON BUSHING NYLON BUSHING ((®�SSED) L`YASHER © HV WHEEL CABBAGE AISI 302-303 SERIES 0.870%3/I6" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ 88 HEAD f ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD s ® POLYCARSONATE IMPACT RESISTANT HV WINDOW f (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 301TOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR (9BLADE. YPI T_.� L OUTER ASSEMBLY N. 5 ;2) HV PIN ®MAY BE USED IN UEU OF ®pND ONLY AT XTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD ea324• 3LADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7. 3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 048-1- 0 TrP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'A" ,HEET V# CARRIAGE DETAIL NT.S AREMB Y I AYO T �A = Olof) iRTEW. MG. •••C IL-ITEC�O-- TILUT TESTING @ ENGINEERING COMPANY was HR . Il S . am aM1W6. R as LV �T� R.one a (115)071-1534a , Pea ; (WaIs.1-IU1 td -max rsxpem.e,n, rs-aoosns N41LY 4 11. 11 DC/MS a nCPalIk. .1 NI67S) EXTERIOR EXTERIOR _ _ cszs• .1a>s• —.--.-tea nUvt PLASTIC LEXAN 103 NOTE "F" ON SHEET 19). POLYCAR80NATE SOURCES FOR 4 T1nHl rwtvva 'rt`t`"` smarm 2sx1 wa a ��'tcaa .� e LSA�ru sxmc Dour am om nou ei ' aai e!.' lvme emn SlWIK1X ♦m, ame Awa >u e.vo pp.l MV4t YIX0..'iX .l r4p � p>,q 1I.YO p.LL a. A.S.SwA. American Shutter Systems AssactaRonp Inc. 4268 WestrOaAs Drive West Palm Beach. FL 33407 H& Accordion Shutter HV. MADE Si W/ OR W/o HV. wN, WINING NO 17-10 I'I O I�I'I Illa�il�i� II I�Y�YtSI��LIi'9 I— Ile �,oil 0' �O ' ©' �' ' O• �• �' �' �' �' �' 0' I m� 1 r�aa�a0 /Ja0 10 •�3� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. "MOT£5-6N HV LOCKS AND CENT RMATES• 1. kMlDAlafil rAV+OmON /1. ONE W LOCK I& a SKALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY DOMI OR 12' ABOVE ORB ON J[2 OF SHUTTER SPAN FOR SPANS UP TO 105', ANO FOR INSTµ i1pNS T ANY ELEVATOR. HV LOCI( w �S NAT eE USED AS MI INSIOE OR Ot1TyTpE LOCK, ATT C) Tp Q�1 OR CENTEFMAT6 SHUTTER ELLVATKN. W/(2) 1/4'0-20 . 1/2' LONG MT HELD S.S. Y.S LOCATKN OF LOCK $HALT. BE AS INOK'A LOCKSU , U OR rU AY BE USED AS AN LNSDE OR DU S CE LOC, CONNECTOR OF LOCKS TDUPCENIEREtro4TE5 OR AWL BE IS MO tOGON BE VS JNUIGIW ON TYPICAL SHUTTER ELEVATION. t2 le W/IWO HM I ) $ BE USED IF MORIE TO ENHANCE SHUTTERRPERM MANCE �OCKING RODS T.S OR PN µTEAR AOTWE OWCEY MAY ALSO BE USED AT STACKING POSmON (NON HURRICANE POSITION). 4• • ONE M/ LOCK 6 SHALL BE USED AT CORNER ANY SPPN AND Iimw Apan AT U1510E OR V51DE LOCH, ATTACHED TO Q3 CORNER CENTERI WI 1/4 0-20 K 1/2' LONG FLAT HEAD S.S. IJS. TWO LOCKING RODS AT TOP & SO GM SHALL BE USED, LOCATION F LOCK SHALL SE AS INDICATED ON TYPICAL SHUTTER ELtVADON. MNOMUM ENUTTER SPAN SHALL BE DETERMINED AS PER SCNEGULES SHOWN ON SHEET 12. 12 iA� a. ONE ALTERATE FN LOCK AY BE CK 79 MEU OF N I LOCI( or FOR ANY SPAN AND i OFINSRONS AT ANY ELEVATION.µ RATE LOCK OO AY BE USED AS MI INSIDE' OR 1 /4-0E LOCK. ATTACHMEM OF UT AS SH01M' S.S. TRUMCRON IRS, lb OR / / zSPAIN O ALM DB, RNNUf AS SHOWN ON SECRON �� �' CENiEM10.tE5 SHµI BE MADE W 1 4'0- HVE, SH"cEf & ONE IDCN SHAL1, BE USED AT 1/2 OF SHUTTER SPAN OR 1190 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANMIDRY CO OTION /3 FOR KENSTOW MOUNTING RI •'•• 1 ATI ONE W LOCI( or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 961 AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCH 0 a 03 e• @ AY BE USEO AS AN INSIDE OR OUTSDE LOCK, ATTACHED TO or SYMMEno I, CDRERATES W/ (2) i/4'-20 F 1/2' LONG FLAT HEPD,S.S. ORTOP TOPLOCATION AND LOCK SHALL BE AS INDICATED ON rfl" l SHUTTER ELEVATION. USE OF LOCKING ROOS �Lv OR ® BOTTOM IS COMPLETELY MANDATORY. W/ OF CORNER NOTES ON HV "T" LOCKS AND CE, NTERMATES; CENTERMATE 2219ONE µT! !I 1N T LOCK AY SE INSVLLE I IN UEU OF HV LOCKS 51ALLARON AT ANY ELEVATION,µ HATE LOCK B,�,�MY 8E USED A5 AN Iry510E�OR OUTSIDE LOCK ATTACI9ApR Oi' LOCK MCLUpES U9NG ftEWFORCING LOCKER �j] . AS SHOWN ON SECTION HVG, SHEET B, WHICH RUST BE fANNECTEO ro CENTERATES WJ AND W/ 1/4'0-20 a 1 1/0 LONG S.S. THREADED BOLT W/ 7/8'0 K 3/32' WNGNUf OIT W/ 1/4"0-20K1' S.S.N.S. IMO A 1//4'0K 3/8' RNNUT, TACK AY BE INSTALLED AT MIO.SPAN OR 12' MIQUIUUM ABOVE AND BELOW MIDSPAN, USE OF T1Va LOCKNG RODS 6 TGP AND BOTCH LS MANnI •NOTES ON HD Lnr1rS & CENTERMATES• Iry LOIXB pp'Ri HO awnmuATr51.1 .y} l(yl .OWEALTERNAE HD LOCI(® VAYeE USEp IN m Or rOR ANY SPAN AND INSIALAMENS AT MIY ELEVATION, ALTERNATE HE LOCI AY BE USED AS AN WSIDE OR OV190E LOCK. ATTAtliNENT Or Hp LOCK Tp 15 W/ 3 18 A 3/B' F.K SS.M.S, AND INEUTI RDHf'aRCEMLNT INSERT �1 AS $11pHN ON SECROrvS NOB-NVB M!D feC-INy. SHEET 19. LOCK WY BE INSTAMEO AT MIOSPAN OR 12' MMIMUM BELOW OR ABOVE LOOSPAN. USE OF LNDI RI g IS CONPLOTELY OPTIONAL. p`'y�r...............: r/9 i EYMq TLLRCD. N$. C-2017 EASTERN METAL SUPPL,. ING Accordion Shutter System A S S A ■ ■ ■ ■ •01. / / * ; nWT TESTING Shuifer S stems T (OR W/O ITV, VANXN1'0,ADEAmerican F.R_ & ENGINEERING COMPANY V, "o.„"Fo, r,.IFOIc ORK" aL,e Association. Inc.(NMNI -u3o . ra.: COIRI I-IMI 4268 Westroods Driva/qss/0 eaADEW/ N'SN'q'Ia E, I DODO West Palm Beach, FL 33407 oNAL a F 9FAi'7CIT- MIT-iDc AnnTr WMtae A WUUr ,,, PE7 RaFRA ITaAl6T w'EiiELE ANCHOPOURED CONCRETE POEM NcREFE (SEE SCHRS EDLU ON OR CONCRETE sl0 REOURED EpKKj.Tt�p 4+ECT 1]) REOUtltEO 1/4b-201/.' && OR"CONCRETE ANCHORS ENC"o'r iFINn S 1 (16�,EKIpVC (yE ,gyMNC®pY y,RT 11 ' _(SEE SCHEWtF ON w/1/."-20 / (EEE RSCNEOUEE 0.V SwEEr 11) ©`-' �� sN[LT 13) NUTS 0 It' O.C. 1 1• I4 N1n. 1/fo-zmJH'-5.5. � t E EACRSLRza _ I' � _ 1/Z• . "'_ uswc 1l.•-to nun�" _" 19 �Eo I Eo .250• MT, __ jj 3 os IS It ' E. 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CONCRETE REOUF40CTf OR CONCRETE BIOCx e �ouwEo Cp') HV WALL SILL INSTALLATION (SEE � vii n REQUIRED OR wD CCONEcRETEiSHEET I•) OHV WALL SILL INSTALLATION ' OR REWu�O ^ HOF FOR ceERNmoN OF ttCDONSI (D HV WA L eN L INSTALLATION I_ SEE SHEET 4 FOR TYFC 9HUITEA INSTALLATION DETAILS W/ ASSEYRT • 4 O. -EDGE 041ANC[ ♦ SEE Lae 74ac; OF USE FOR 2- EMITTING SECOONS UN BE C(ReNNED (SEE SPEMUTw^ES ON SNEE! IS) STAG_ ON SHEET 19 w um BAT TO Sun RiF MSTAEUnwa r a H V BLADE. It T%A. f FLORIDA BUILDING CODE(Non High Veiadty Hurricane Zone +`JC ENS•' "r9 4- am19 TRTITO, INC. 0201G EASTERN NET& SUPPLY, WC. ERT H 6 VTE 4 1LTT�C O ASSAAccordion Shutter System TIWT TESTING & ENGINEERING COMPANY American Shutter Systems PKV.RADEB1 W1 Who rtv.wLnoW I;l➢EAssoclaflon, Ine. 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Rwa v (305)e71 : "I r : Dp6)6n-I661 .-�wa .wm s-a"s719as IIN.TOI 1 1 P.L RCNic 4NR t16) A.S.S.A. American Shutter Systems Association, Inc. 4266 Westroods Drive West Palm Beach, FL 33407 HDC-HVC 57MMETRICA ND [urrouRrr W/ (SEP LOCK (INTERIOR) INC. Accordion Shutter HV. MADE #1 W/ CR W/0 N.V. YAK AWING No 17-10 OCR t CONCRETE a Is - 3 O.G. } ED ETCHERi ISMS - POORED CONCREIE OR CONCRETE BLOCK WALL RECUREO EMSTWG GFA55 a I6" 2• YIN. f 5 OR L POURED CONCRETE CR CONCRIE EROCK NAL CONICSREWRT END CONNECTION DEVIL SQ #10.1/2' ".S. -�/ I SEE CETNL K I" l STD£ CONNcCNON TO TRACKS —EASnNO LtA$S OR CONCRETE BIOq( WA11. FECtOREq .VtIXGU OR CONCRETE R£f£ IETE FLOCK DAM, REWIRED .. INFO CONCRETE .• ---_.l OR CONCRETE �E%,SRNTG' OLA55 ` — . rE%SRNG OtASG } x r RcocK wul F[ovasn i -.� 'ate_ �x — Y- AIIN. 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INSTAt1ATiONS W & WJ ONE HV LOCKS OR T'/ NO LOCKING ODS (VALID FOR MWMDlGe S U T) CONCRETE wSAASA P6•p INSrNyAT10N5 M � NAGR/OftUxc vanm:ro 0..eJ cR w03 (n) - b ifi'-D" tg'- O- 35 15'-2" 16'-SD' 40 IV-2- 15'-2- 45 IV-4- 14'-J' 50 12'-S IS'-i' SS it'-t 11'd T' EO 10'-2" SD'-tt' 65 8'-5" 10•-1' TO 9'-6 8-4' T$ 8--s- INSTA!/A1F"', CONCRMANSIYAll. A B. CAOUNONG P., F, K f100R/CEILMG MOUNTING G. H, 1, & M 0 MAXRNM SHLI FER $PAN 14' OR 'L- FOR O4WAU.TIQNS INTO VI OD $,,LL BE (MIGED TO 105 P.I. AS.D.DESIGN PRESSURE RANG. HRNER CENTERMATE $3 MAY BE USED AT ALL INSFA TONS LOCKING SPECOCI,1ONS AS WME*TED ON MANDATORY CONDTON 12SHEET 5. tt EXCEPT MAT UWCMUM SWITLR SPAN 1+" OR "L-` AND MAXIMLAt A5A, Fit PRESSURE RATING FOR Fat"UArTO IX15 INCONCRETE OR CONCRETE BLOO< SHALL EE UNITED AS FIX].fiv3 I- CONNECTIONS TO XE TONE MOUNTING UNITED TO +64,-72 P.P.f. AND 6'-0' $PAN. SEE e400N1NGe1 ON SHEET T. SEPARATION TO GLASS SCHEDULE. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 ij HV BLADE -MIT F010C Iwa IL_I IECO-a TILLIT TESTING & ENGINEERING COMPANY 4=u no. uP. s_ a., xavwnA wws n�. a] FFanv : (b3J0T1-15b . Fav ; (]OS}elt-)SJ1 e- t wacoe<amm E6-O'b8T14 wILILR A 1M1LIJc PE_ F>AReA Ua / NIW A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroOCs Drive Vlest Palm Seoch, FL 3340, (1) L+: M ARJU R LCKVABLE SPAN FOR A ENDO POSITIVE ASU, OEochl PRESSURE RATING, L-; MAY. k10'N0kBLE SPAN FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE NAXIMUM SPAN FOR WALL MOUNTINGS (TOP/VOTTOM) OR FLOOR/CVUNG GIVEN A POSONE A.S.D. DESIGN PRESSURE RlpuG. DETERMINE MAXIMUM SPAN 'L4' ENOM scv.wuLE GIVEN A NEGATIVE A5.0. DESIGN PRESSURE RANG. DETERMINE MAl(IMUM SPAN 'c--' FROM M.,,UtC FINAL MAXIMUM ALLONAB{.E SPAR IS EOOVIL TO THE MINIMUM OETERMwM SPAN BEfVIEFN "L+" AND -L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN eETvrEEN WALL MOUNNG$ W/ FLOOR/COUNG MOUMINGS; FOR A OVEN POSDN' A.So, VC&Ox PRESSURE RAnNC: DETERMINE; LIT. MAX, SPAN FOR WALL MOUNTING INSTA RONS, Li-- MAX SPPN FOR FLOOR/CENNS MOUNTING Ri$TA TKINS, FOR A EVEN NEGATNE A,, DESIGN PRESSURE RANG` DETERMINE: LI-- OINK, SPAN MR lVA MdJN1,IG INSTAtLinO.Ni U-= MAIL SPAN FOR FLOOR/CEUNG MWNRNG INSTAL ATON& FINAL MAXIMUM N1015'ABLE SPAN Is EQUAL 10 TIE MINIMUM BETWEEN 1'4', "t24 , i>-' AND 'U-' (4) FC TO ANCHOR SCHEDULE WTM FINAL MAXMUM ALLOWABLE SPAN AND NECATN€ &S.D. DESIGN PRESSURE fOlrNG TO DETERMINE OA%XMUU ANCHOR SPACING. 4ulr F IIRN METAL SUPPLY, INC. ERTHA VTT., Accordion Shutter Syste) KY. HA[£ g1 W/ OR W/O KY. Wimw BRIE N. x usomNPx "IF I en M.sv. 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