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HomeMy WebLinkAboutPLANSk- 1. BERTHA RV, ACCORDION SHUDER SYSTEM SHOWN ON TH6 PRODRICT EVALWRON WCUIEHTH (P.ED.) Nr5 EEQI VEWF® FOR (p4PLyV,CE W ACCORDANCE WON 111E 2017 (6U EDGpH) W' }TIE ROPoDI SUOONG 000E ReS AMRDON SNIFTER SYSTEM SNAIL NOT BE INSTALLED AT NIGH 4110aIY NURRK E ZONES. DESIGN WHO LOADS SHALL BE DEWONED AS PER SECTION IM OF ME ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REOILRED BY THE JIIR5aC110N WHERE SHUTTER WALL BE INSTALLED VAIN A COMMONALTY FACTOR N4.O.B5, =NG MCC 7-10AND SAIL NOT IXCfW THE "WIN (ASD.) DESIGN PRESWNE RATINGS INaG1EG ' ON SHEE15 II 1HRU 13. 19 h 30. IN ORDER TO VERIFY THE ABWE CCNDBMN, ULT(uATE DESIGN WIND LOADS DETERMINED PER MCC 7-10 S BE FIRST REMICED TO AS.O. DESIGN WIND LOWS BY MU TFLWNG TEN BY 0.6IN DRDERTO COWAE DOSE Al MAY. NW) DESIGN PRESSURE RATINGS INDICATED ON STETS 11 MU 15, 1B S 20. M MCCR TO LARDY THAT GOYPaNENiS AND ANCHORS ON TINS PZD., W TESTED: ME NOT OVER STRESSED, A 33 i INCREASE IN ALLOWWIE STRESS FOR WIND LOWS wW BOD ugDo IN MEW AHN351S.. HOAKEER. A WINO WRARON FACTOR C0.1.60 WAS USEO FM VWM W OF FµDC ERS IN M. MtHA KV. ACCORDION SHU1iER SYSIEWS ADEWWY FOR WINO AND WOE FISSILE WPACT LOAD HAS BEEN VERRTEO W ACCORDANCE WHIN MGBM 1e09.1.] OF THE MOTS MEN,MEI ME AS PER AR REPONS: -W BIAOE 0 /0214.01-03. /0715.01-03, I1004.01-03, I1214A1-05, I0.31702-06. IOMMI-10 ANO IO2IOD1-1I AS PEA TM-201, TAS-Mal AND M-203 PROIOCgS AW AST4 E-IM AND E-106 STNO RDS (WSSIE LEM D. WIND ZONES 1, 2 a 3) N I122DD1-10 AS PER TAS MI. M3.@ 203 PROTOCOLS LARGE NSSM -H V W9VOOW BLADE 0 I050501-Ge W PER MITI E-IBBB AND E-1096 (MO SEE LEVEL 0. WIND Zo O 1, 2, 3) CALC PROECIIDII ONLY AND 10735.01-68 AS PER TAM iD2 PROTOCOL 2. IPA MAIIEp AND WTAKDOW 840E 0 AHE ENWIEEAEO TO WINK IN IRase, WITH EACH OTHER UNDER ME GENWAL W,,,AWN, AND CONG,M,, OF MSE MaGTm ON SHEET I9 ]. BEAIHA H,V. ACCOR010N PPN6 (try SCREWS), IISEO AT B M IOWU W µO FOR DIRECT MOUNT CONNOCWW TO TRAMS SHALL RE 0141Z75- AND /14a1.75- RMPECINELY, 410-HT Lal BEEF$ STW.GE55 SHELL SCPCWS N1IH 135.0 W YIELD SRENGTN µAN LBO NAi }ENSILE SDENGM. PPa 9i41 BE COATED WIM BERTHA NV OAG7OSIIEID COATING SYSE31 AS 4ANMfADiURFD BY RRI SEER NGWO µP TORS, REGISTERED WITH AMERCµ SHUTTER STEMS ASSOCWKRL PINS MUST BEAR ME HA MAR00 ON THEN READ. 4. ALL AWMILIM CORUSION9 SHNL BE ALULINW ASSOCATIW NUT! µ0 1,,M AS A01GiW ON SHEETS 2 µe 3. MWWUM YIELD STIAENGIH FOR W5}TES ALLOY 6 30.0 W AND 1T.] kW FOR 6009-TS ALLOT. 5, NL SCREWS TO BE STAINLESS STEEL, 304 OR 316 N9 SERIES OR CORROSION RESONANT COA7Ec CARBON STEEL W PER DW SOM6 WRH1 60 RH LAIR WAND S1RENST, AND BO bN LAN. lENSOE SIPEOM. D SHALL COMPLY W/ FLORIDA BM=NG CODE SECTION 2411.3JA. 6. BOLTS TO BE MTM A�07 GALVANIZED STEEL, ON NM sea OR 316 EWES STAINLESS STEEL WITH M W MNONM YIELD STREO01, 7. SE THE FOLLIWNC SNEEZE. FOR ANCHOR SPECIFICATIONS: W BLADE 0 : 12.13.14.15 AND 20 W BLADE (D A ® WOREING IN UNSAY: 12. 13 tr 15 B. MIS BERTHA HV. WCOREON 9R711FA SYSTEA BEARS A U.S. PATER I6779J62. CON GI ENTS OF TRS A MWAL ARE UVRIfl, W ma, OR M PART BY US PATENT I5'43B,I7B 15SAGG TO GAUDIN META SvPPLY. NO. 9. R SAL. SHIRIFIR BE THE CWDONEM RESPoI4®Il1iY OF THE CONTRACTOR 70 VERFY THE SOUNDNESS OF THE STIWLTUFE WHERE SORTER a TO RE ATTAMS) TO INSURE PROPER µOOWOE CONTRACT, TO SFAL/CAIAI( ALL EDGE WON REMAIN. THRU FASIEGNO IN CONTINUOUS CONTACT WIM THE 6,,I M PREVENT WWO/RNN IRRUSOY. TO. EACH UNIT MUST BEAR PEIRMHE31f LABEL N A MME POLE WITH WAR%xQ NOTE W G PWODS OF MMI,I WARNINGS. NODE OWNER. TENANT. OR OTHERS, NUST PROPETGY CLaSE ALL W AND He CFNIE MKR5 AND ENGAGE OR LOP( ALL HV µAN HO LOCHS. I I. SHUTTER NNNFACMMS LABEL SHALL OP LOCATED ON A RZADRY AMBLE =AYM AT IOCOROION SHIFTER M WCORMWE WITH SECTOR 17019,3 OF FLORI A BUWHG ML WE LIBEL SDI BE PAEVERY OPENING. FOR OPENING. LABELING TO COMPTICH COMPLY WON SEC17W.92 OF THE WcA BUILDING CODE 12. BERTHA H.V. AMBOON SWmER SYS"N's P3nL4110N SNAIL COMPLY WITH SPECS: INOIGCO TIN Ma DRASHO PWS ANY MCLIMO AND ZONING--REGU4MMS W WDEO', BY ME AIDWICTICH WNFAE PERAIR IS MPLIED W. 13. (a) THIS P.C.D. PREPARED BY THIS DONEER IS GENERIC AND DOES NOT PROVIDE MFOFMATTON FOR A SITE SPECIFIC PRO=-. La. WHERE THE ETC MDRONS OMAM FROM THE P.E.D. (RHE CONDITIONS DULLED ON CONTRACTOR TO RE THIS DOCWENT. CONSIYUCIONIBLE FOR THE SELECTION. wIRCHASE AND SAFETY AT STE�EWCMINAGTOF5 RESPUi9B60Y.1H5 PROaKf. BARED ON 1105 P.EA., PROWOm HE/SHE DOES NOT OM,FROY (c) THIS PAD. ANAL BE CONSIDERED WALL) B ATENED BY AIR MEANS. 6 SITE SPECOIC PROJECTS SHALL BE PZEPARm BY A FLORET REGaiFAEO ERµEEI OR µDINER WTICH Y161 �WME THE FNaNER OF RECOIIO (EOA.1 TOR THE PPOUECf AND YMO WILL BE TER 111E PAOPW U3E OF 111E P.EA k11GPHEA OF RECOFIO, WRING AS A DEELpm dGWEW TO THE P.E.0. CHFDN[W SMALL WBAIf IO MSS 411FR ME SITE SPECIIIC UPA'A91GE TON PEAEW. {a) OWaW1 P.ED. 9W1 BFM THE DALE ANO OW40RA Sll NND SWYIANPE A TIE ENWIEF/R OF RECORD 1HN PAPA.® R, GENERAL NOTES SHEET1 SYSTEM COMPDNENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 MILL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICW WINDOW BLADE h WIDOW DETAIL AREA 79 )(V BLADF l7 AND Hy WINDDW B nF 0 (WHERE PP I .aR F) TYPICAL SHUTTER ELEVATION s NOTES ON LOE6 SHEET 5 WSULIATION DETAILS A-F, CONCRETE/BLOCK MET G INSTALLATION DEIMS G-M. CONCRETE/BLOCN SHEET 7 CENMRMATE DEARS W SHEET B COnERMATE ALTERNARNO DETAILS HV SHEET 9 END CONNECTION GULLS I-6, CONCRETE/Sto" SHEET 10. MNDMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- WNGNUC & BLOCK SHEET 12 ANCHOR SMBCAILE- CONCRETE k BLOCK SHEET 13 ANCHOR SCNEDMLE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET is INSTALLATION DETALS M-R, WOOD SHEET 16 1451L 110N DETAILS S-A, WOO) SHEET 17 END CONNECTION DETAILS 7-12 Q IL WODO AREA 3: Hy WINDOW aLATIF Q SHEET 16 ON Y TYPICAL SHUTTER ELEVATION AREA 4: W WINDOW B An n ON SHEET 19 V INSTALLATION DEALS, NETT STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA f'P�,,,.. ....n�ar�1 W017 TLLTEA. M. 02017 EASTERN UEA WMY. PVC. AAA �::''vCENSF+.,� SCANNED ? /{/ IL�E C— A a�' S A Accordion Shutter System 1, �lllE 6� : L * a ■ ■ ■ ■ NW BADE gl w� Qt who TRW WNM BLADE BY �" ? i RWi TF3RN0 @ENGINEERING COMPANY American ShuHer Systems MK,PP, Wa W. W. I St. L AA .33E HW. Ma, aA. M. aaa YAOMA G4QdA nWmA ,,, Aesoclation, Inc: + aD is -ass 7 I WTD D7/27 n UCIt3 County 1 A POOP, ; (303R71-1530 , Fa.: (3ae.,-1S71 4268 west o0ds Drive 2 l'F `s"••. ......,: .a AA - — 0.�+o.w� West Palm Beach. FL 3W, s DRAWING No `- S(ONAL WALRR A PUT J.. PL 4 17-107 P F-E2-e,.[CIPMAAi Ior:n,ie FLORIDA Ne. / .167 s US PATENT / OF USE OF ©HV ADS. FLOOR TRAQKK OUAUFIEO FOR USE W/ RV BLADE 1 �6Q63-76 ALLOY O ]LMPER SHEET 19 91) ON' t • 070 Lee6 11 HV IIN HEAD R 0 EO iFR USE W/ HV BLADE 1 ONLY, SEE SEC71ONS FOR VALID 6063-TS ALLOY AND TEMPER 1IX %YNYYNI Cl6 SIDE ANGLES ALFIED FOR UxSE W/ TTV 04 OHV INIV R A OpT a 0UALIFlED FOR USE W/ HV BLADEQI 600S-TS:A40Y AND TEMPER 0 HV HEAD/ER/SIIlL (� OUAURE 6FO ,63!,USE W AND TEMP ALUMINUM ANGLES 'QUALIFIED FOBg USE W/ HV BLPDElI ONLY. 6063-T6 ALLSSY 00 TEMPER O4 OUAUFIED FOR U,�E W MV BLADE(I 6063-TG ALLOY YELPER. 9OHV WALK OVER TRACK OUAUFIED FOR U E W/ BLADE IN 6063-TS ALLOY AA D TEMPER COMPONENT A B TO T3 © 2' or MAY 1/W 1/6 ® 2' V M411% M192' 0.19I' 1B 2.Y )' 14UL Q190' 0.190' ® 2' a - MAX. 0.139' 0.131' * � I TILLT TESTING A ENGINEERING COMPANY 41. P.E. N167 Q HV 90'I1R(r STARTER OUAunm &R USE W/ HV BLADE (,1 6063-TG ALLOY AND TEMPEN 99A'.6701 9.2 8 12 ' .00 O9 HV TRENCH TRACK OUAUFIED FOR USE W/ HV BLADE Cl) ONLY. A.S.S.A. American ShuRer Sy3icma AOtOalail0n. Inc. 4268 Westrood9 Orive West Palm BeCoW Fl 3J407 1� OUAUFlU EO RAFOR UARD BLAD USE W/ HV 6063-76 ALL�OY 1)D TEMPER .9017 FASTER! METAL SUMP, M, RT A YM Accordion Shutter System HV. RADE 6i W/ OR W/0 NV. W WI BLADEDTs®m0x on[ OPAAN Trc Le 1 CIA I5-086 21 1 M1C 07/27/I7 2 DRAWING No s • tm• I •nr I PLAN R TTMIR ELLVAnoq © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-76 ALLOY AND TEMPER I M1 ®by —A OUAUFIED FOR USE W/ 5N 8LAOE I.ONLY 6063-16 ALLOY AND TEMPER HD CENTERMATE.,W/ NO ROD 3l QUALIFIED FOR USE W/ HV BLADE T d1 0. 6063-T6 ALLOY AND TEMPER LOCKING RODA QUALIFIED FOR USE W/ W BLADED 6063-TO ALLOY AND TEMPER 6063-T6 ALLOY 3.161 1 41 QUALIFIED FOR USE W/ RV BLADE f� 606E-T6 ALLOY AND TLMPER t1/2• 1/AY m-20 AISI 304 SERIES S.S. TH MBS REWS QUALIFIED FOR USE W/ HV', BLADE 10 HV LOCK HV EGRESS LOCK TEq OR W/ HV QUALIFIED� OR E W/ RV ONLY. BADE Q76, USONLY. x6D• Q.D, ne• RASTE NFID 1 2 • u01aE0 TO SCREW ]6O' AFTER RNETM z 3/4" RiroRE RrmRc S.S. THUMBSCREW 1,4"111-20 RIVNUT* A SONE4 NH MMIMVW DMA-T] AMgY) LARGE r1.11WE THIN SHUT NVI$ERI. PNR I GBxq A4 YNnVACNg IN 1 M olOW TV 70F A PNIOrPm.. NG' AVSLY aia.5{ GR vaa ® " " @. HV ALTERNATIVE LOCK QUALIFIED FOR SE QUALIFIED FO USE W/ HV W/HV BLADE D ONLY. BLADE 1) ONLY. '/I'5K-- CTun06R as w CYUNDER 0-0)5' Me. I A2V MB *.2-r L�11 Lnnv1.78 . BY MEW HAR ®MORTISEuLOENS SERIES 233] NOOK BOLT LOCIG QUALIFIED FOR USE W/ ITV BLADED@ @A d 5R$• OVa n NI o Q0 l�T t exol) TUROD, >xe 02an EASTERN MEEK. SUPPLY. INC. ' h ,M Accordion Shutter System IIIIIHP- L I L ,� A.S.S.A. 11 T.: C i%i 7 I * TIWT AmaTlcmn ShuHer Systems HV. GLADE p1 W/ OR W/o HV. W40DW GLADE T6uRPnoNmw, t j ! ST TESTING B ENGINEERING COMPANY Na NR. x" ss v. am eRm A G ma6 RMm N1 AaaadeRCn, InC. I O 0 15-065 �C 'aCt lm5ybn-Isw.r,., tw5lnl-Im 4268 Westroods Driv6 2 5 DRAWING _�� '•p• 20RIOa: p1` 0-00061m ° m West Palm Beach. FL 3340, •: ISjs/ '',E � � j111 11RTW A MOf A. P.E. 4 -. RE. SFACIS�bAT➢A DATE 1'IORW Uc / Hl6) I 5 _ SHUTTER ASSEMBLY SCHEDULE FOR —hY—Q HV Q KV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'4/16- THICK NYLON WHEEL 0,108'0 AISI 302 SERIES S.S. RNETS ® W 1 3/4' ACCORDION PIN W/ g8 HEAD ® HV 2 3/4' ACCORDION PIN W/ 08 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 nF _ *.11 �R7!SIiT? (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR HV A BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT - EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(1D ea.32a- BLADE WHEN CORRESPONDING TO INSTALLATION i1", SHEET 7. .04ti — 3) HV PIN ® OR ® W/ 1/2" O.D, 1/16" THICK S,S, WASHER irP 0 "'HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. '6> SHEET EXTERIOR A BLADES KNUCKLE OW) 2 71V LAN CLEAR 5 N arlu I w00e,45 OOR:� i QOR® I' fEXTERIOR Hv NN ©°fl� Ai BuDrs KNUCKLE. OR (SCF NOR - MR PEWIRENENTB) ASSEMBLY LAYOUT DMt7 miEcO. we. 1 LC TILUT TESTING 6 ENGINEERING COMPANY 61a! xR JO0. 64 SN. XG NpgN a4WG� aW4 u Pr . 1 Doa)sn-Il1A . r v lauprl-tut a-RaL lRsaeOml.ann m-omB)tA WKiW A 1LLR L. P.L 1IpmA Ilc 1 M167 .iB79• �S. IAADE .0m, ~.Oozy �[ POLYC^-RBONATE IAIPACT POLYCPOLYCARBONATAN^ HE•^ UMl GAYER MA'4ROLON 3103 RESINS. UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN I , RESIN (SEE NOTE 'F' ON SHEET IS). POLYCARSONATE SOURCES FOR InrAL tmmo xwrARE arRoam m0mc amu •Wma�mw �� mwe IftrSV1� as<pW rAom Wnr ua aDU aA+' on> s/n' LIIWa1N LLW OWL MW 0.LL 0.Y0 yL NMY W691a Y RDO ASIY OAO \L.%G Ml 1.4Ni VLL lUa1011 lWolU6 o� am ma0 ammo s+x Alamo PLL +omm ®o Ksn oraa a rtro7R Ir rt-eh aW¢ ADmn a0u evW na a eu a ua a0a m K.Wo ♦aK ow o-1 0au al a.a tar W000N rmll otw loW 1' vm renmo Kax oIu ICd[ stm4m uml Arn w ama s.a aeW n.a 1LIpf 61453aVW[H/TOJY 61Y 1b WIW QO]w A.S.S.A. American ShuRor Systems Association, Inc. 4268 Westmods Drive West Palm Beach, FL 33407 Waalr WILAx x & SUPPLY. we. T TM Accordion Shutter Systet BLADE B1 W/ CR W/O HV. WINDOW BLADE wmoa wa ORMN Bw I.0 OLD 15-Des /z]/I CAM 07/27/V DRAWING ND 17-107 i WL I ,IL IIIIII. I F II Wu NUNN I. MANDATORY ODNUM911 ft ONE HV LOCK «® SHALL BE USED AT T/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE, OR B¢¢,O,W �(2 OF SHUTTER SPAY FOR SPANS UP TO 105', AND FOR INST TONS T ANY ELEVATION. S /(2; —1/ Rr 20 IMAM BE USED AS AN INSIDE OR OUCUDE LOCK, ATTACHED To At OR CENTEflWiCS W/(2) VAMON.20 4 1/2' LONG MT HGD B.S. Y.S. LOCATION OF LOCK SW41" BE AS INDI SHUTTEq ELEVATION. 2. it I R D R FOR SECURITY PURPGSI UP TO TWO HV LOCUS OR Y BE USED AS AN MSIOE OR OUTSIDE LOLL CONNECTION OF LOCKS TO CENIEAWTES Q OR I SHALL BE AS M LOG N BE IS INVICATItY ON 7YPMAL SHUTTER ELEVATION. E TOTTED IEDF D SIHLU TO ENHANCE SHUTTERRPERFO MANCE. OLOCKINGNRODSTaURRCANE POSITION. ORI AN ALTERNATIVE DEMCEY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). AND INSTALLATIONS AT ONE NV LOCK ® BE USED AT CORNER ANT' SPNI INSIDE OR (SIDE LOCK, ATTACMD 10 O� CORNER CENTTJRYATE M/(2) I/! I-20 II 1/2' LONG MT HEAD) S,S YS TWO LOCKING RODS AT TOP A WHOM SMALL BE USE0. LOCATION Of LOCK SHALL BE A9 INDICATED ON IYPICl1 TRITER ELEVAl10N. YAMYUY SHUTTER SPAN SMALL BE DETERMINED AS PER SCNEOuLEG SHOWN ON SHEET IL 1% '• ONE ALTERNATE HV LOCK MAY BE USFFF��� IN LEM OF LN LOCK Rr FOR ANY SPAN AND lliESI LIONS AT ANY ELEVATION. AL HATE LOCK MAY BE USED FS AN SIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/Ib-20AJ/1' S.S. THUMBSCREW TO ® OR CENTEMUTES SKALL BE MADE W/ 1/4"1 ALUM. RNNN AS SHOWN ON SECTION RYE, SKEET B. ONE LOCK SHALLL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, & MANDATORY OCINDrtKNR /5 FOR MOSMvf INDINITING INSTALAMONS, ONE NV LOCK ® or ® Rr ® SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAR OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO se- AND FOR INSTALLATIONS AT ANY ELEVATION. NV LOCK ® Pr ® V ® MAY BE USED AS AN INSIDE OR ONSIDE LOCH. ATTACHED TO 6 a ®SYMMETRICAL CENTERwffS W/ (2) 1/4-20 A 1/2' LONE FLAT HEAD S.S. N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM S COMPLETELY MANDATORY. ►NOTES ON HV -OT" LOCKS AND rFNTERMAT1:S, 1. NONa AND E OIERNATE I '1" LOLL MAY BE INSTALLED IN UEU Of I LOCKS AS An OR FOR ANY SPAN AND AULKTION AT ANY ELEVATION A ENT OF LOOK Qq INCLUDES USING REINFORCING LOCK . AS SHOWN ON SECTION HVG, SHEET SI NTIKICHTTMUS'T BE CONNECTED TO coansuATES 0 AND ® W/ 1/4'A--220 K. 1 1/2' LONG S.S. TMREAOED BOLT W/ 7/111 . 3/52' VANGNN OR W 1/Ph20't' S.S.N.S. INTO A 1/I 5/8' RNNBI. K MAY BE INSTALLED AT MIDSPAM OR 12' MAXIMUM 'AND BELOW YIGSPAN. USE OF TWO LOCKING RDDS IOP AND BOTOMM IS MANDATORY. Mn 11L.9:ONE ALTETNATE HD LOCK Q MAYBE USED M UEO OF NV L.Ot OR 25 FOfl-NHY SPAT AND) MSTILAOOtb AT®ANY EU VyAIO. ALTERNATE HD LOX ® MAY BE USED RDNFORCEYDT MSERT� /S SHOWN ONYSEONS HOB-HVB. AND FDC-HL, SNEF,T 0 LOCK MAY BE. AND IN ATM UOSPAN OR 12' LI MYUN BELOW OR ABBE MXDSPAN. USE OF IOLTOMG RUGS ® IS COMPLETELY OPROIUL. ' 11A'�w ........... ,ter/' S * ( p TAY GMIT IRTEYA, AG L E C O INC. TILLIT TESTING 6 ENGINEERING COMPANY sTa xa Tee. A bti xn. I. T. ; (N 11M0. AI vnm..I (X157A]1-15]0. ra : (TRM)en-IAII ®ame'aOlo O01^ "TIAA uYR m P.L. ROPpA uI F u157 A.S.S.A. A S S A American ShY}IBF Systems 265AssWeOITODr Inc. 4268 WesV000s Drive West Palm Beach, FL JJ407 02017 EASTERN METAL SUPPLY. NC Accordion Shutter S stem KV. RAGE gl W/ CR W/10 HV. YAWpV RAM IKSD�OpN e.N OxAw Im. La I OLD 15-OM0127111 '. O] 2] A -'• S """•• • :. \a AAA "=S/ANAL ON .-LL' P.E. SEALJ5la"URE/DATE x DRAWING No 17-107 A . s SHEET s nr Dn s E. 1 1 B f0N wE lac uawlroT OR SNai NlCxOr6 © ® al DUtE ON SxEET IS) % .! I' u,.. r Ix \ '.._ :__'__IM. I If" ems. I" 3) aR (9• QA HV WALL HEADER INSTALLATIO cam': I(I III © HV WALL HEADER INSTALLATION (!] HV WALL HEADER INSTALLATION + KEYSMN ONO I uw, SEPARATON To c1Ass I w aAss L - 1 00 0 * uw. sEPAw,naJ ro cuss sENEnu1E ON v¢ET 11) I Ea mE 0 �ISEE $011 M E ON SMEfl 11) GUM I IN sm u aAlTsms `®O° °NaS°i.NNO I IT /! / .' 1 oPnoruE I I L D.Ll • L !! 13 DA ,iX• 12a(4 Ea Ea PNNIJPS muss HELD ✓' // 1/A'P-3G.) .• s.S PMI.iPs xACIIINE SCRCWS URw9 % WxCftflE ANCHORS CgNGtE1E N✓CHCAS f 1�J on 18 W/ 1 ' u"Cxx0 12' 0.0 % .� ! I. I/\' -SO NUTS o 12' a.C. (SEE SCNEOxfE ON W/ 1/\'-30 Nui3 0 l0' o.C. 'PMICON CONE BLOCK (sEE.sdYOULE ON axEET 'S) / !,! /! yn,, POURED Cco CCa�NE eR6>«" SxEEr 1S) mNCRETE e.apc w REQUIRED HV WALL SILL INSTALLATION RED eoxatnE SHEET 14) y (EEec" Em0. REawEQ O HV WALL SILL INSTALLATION OR CONCRCIE B=l( wAJE PEOURID © HV WALL SILL INSTALLATION NOTE mB caumu.Trex or s.cnoxs. INSTALLATION DETAILS W/ 1- SEE 9ER" fM ITPIW. SMUn[R A.E. 0.. ME DISTANCE /E\ T UO ITNO SECDa6 CAN OE COMBINED (SEE EPEE610AlpxS ON ExEET 13) ' S pEE 9fRT Imp LIJ HV BLADE W ANY WAY TO SUM AW maiAWnON. . it, /� p1 hA- IN I 4 FLORIDA BUILDING CODE. Non High Velocity Hurricane Zone \\\' �.••••JCENSF ••\�� MY? nTECO. M. OEOIT EASTERN METAL SUPPLY, INC. -THA HV 4 A.S.S.A. L E C O E EE Accordion Shutter System t KV. BADE 01 W/ at ARE W/0 KV. WHIM H TILUT TESTING a ENGDIEEgINC COMPANY American Shutter Systems • N Dnrnmw, a RUIN B,•, L< t "••OttID • �' '\ �* �< aE> Association Inc.I OLD IS-oes T T I wrz, oT n TT . ���Er.J a, w. Boa n.1.. uAmm. nvn Sa r / / •'- Awl+; (an»sa-ISaO. Tn.: (Sw)eT1-Ism 4268 Wes(roads 0"'Vo a FS , .-miex Ir.eoonxrnn DRAWING No -.!ONAL EN,,II' �_wyaT:P West Palm Beoch, tt 33aG7 a /III/I/I✓• WALIIA.A 16MI J. P.C. \ 1 / —� 07 P.E. SEAL/SIGNATNREA)ATE noxDA u 1 AnaY s SHEET POWRED CONCRETE ANCHORS CONCRETE (SEE scl¢DUIE off sHmr 13) I mo�91m °1p1Hsc 1 OR REOUwEO � TPOA[ ®CaST EgSIWG� 1 j m yy 1 car a " RWxO d 7• 1 �' t'///��/�/'•%/r/� 'u it � �wPm "Eirl � � /� 9 fxlslw� , Oy tmrult /m.3N- HFY riASXER MBAD CONCRETE ETo u• as // / /// / jr// a (SEE scHEOIEE ON slaEr u) �'. j f t oosnxc j / i / •/: ,, / ' / !// EDGE ff Gwss--. EDGEOF / I ' Illj / / / / / s1,1B! Mae Avr•IriB1E w IEDYLL'p1 .wucrPrc // //: a ' , /, , • / �/`' Sue IF ! , / / / /.. - /_ H wi[mw0 POURED! // // //i % // •� i/ /� / / % AWIM:ABtE C RMe � U. CONCRETE MT HEM MUM ANbpR9 ®CONCRETE R wm MT HEM CONCRETE ANCIhR3 REGURED (SEE SUEDU1E ON SHUT Iq REdmRED E. a. 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WN OW SAM J�]EE t yp' q TILLIi TESTING a ENGINEERING COMPANY Amot1eon Shutter Systems 6rs�R4 DAx pIAVN en _ •. 0 A r`• 0 ens N< 3w, a Y. m ww amine, rwm. vT Anactatlonr Inc. 1 aB Ts-oes ] ] 1 drt: o] E7�e n Pm.+:fwEm71-1sw.rm:(3as)a]H-Issl 4266 Westroods Drive E DRAWIND ....... q� fN w°wa° •�^ West Pahn Beach, FL 33407 m3 -0006]19 NG •"Aurgpr Mr"111 Rtlm A TWA L. P.E. ! 17-1U7 P F CCAT /a1nHJGT1[PC /11ATC rta1MA IY. 1 44167 OUT IN r EK51a0 Goss ia®w©•OsO 10 •®w �_. Ax. 1V GOn f•1/iw/2•S Y.S. TO A, EACH ANGM 1/Y• a®•® m NUWs aN waaG eoosp . 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WINDW a uE F% t ••`• •' Ry A� eua ar. x+. n. s. m.mau. eAmerican Shutter systemsnwrTESTING A ENGINEERImNGCwl wtt muw src Le Association, Inc. 1 otn 15-oas /l7 1 oAa: o7/z7/17 ` •\ 11 Pnm.: (xs7e>^11�1aw , rw : (vspn-1u1 4268 Weslroads Drive a >S�NNAIENG 111 feuO West Palm Beach. Ft.33407 / DRAWING No r • /IIpIIII eK1W AlIWI Ju Pl ♦ 1r-1O/ P.E.,SiZ7S/1C/NANRE/DATE ''' U`' / "1Bt ' SHEEf e B nr �n ALTERNATE INSTALLATION W/HV N N LOCK O ALE/FEMALE i LOCKS CENTERMATES 8 2 & / (1i HV BLADE _ SEE ENO CONNECTION DETAIL ON SHEETS la A ID OUT 1 I Nrtt6)aNs [crra roE, worwrtx Ex am a 6 7 - e Pmcvm a noRa<r, xvr � usm DIN n6 3 � 50: MOIE 0 faR NI la[II® , T .IXY� q. SMFT a } Nxxs o....uoan.I IIDI.-A M.aO Y� IIII[i M! sxn xursrm, vur / ENa u Pwmrnvan n uan omlm naeva P.vPloe, ux men mw. m raw. ©0 HV "T' LUCK (OUTSIDE) P.E. _--_--__.----_-_-__- t OUT 1/4" 0-20 • 1 1/2' S.S.M.S. W/ 7/8"0x 3/3r WINGNUT. 1L TEAT TESTING A: ENGINEERING COMPANY J.. P[ uIm .. _ _ 4 . •0 . 1E _ V WE OR . r _ ; . �3 W is .� �: •. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Accordion Shut µV. BLADE 91 W/ OR W/O µV. INC. No MIRED r �. - POURED CONCRETE ClOR CONCRETE e1DCK WWALL �� /` ' BLOC% WALL REREWREC, •' REQUIRED % / �l EK6TWC GU35 r CONCRETE MICNOP' r,/ / rEASRNC CLA55 %• F/ • J i� — r — /• > J l+, ..LT• MIN. r — �^• /, •' TW aLA4 r' ARVION EO Ea fr•` N maA53{ tYF / 1I'm,min (tOX0 1 SM.S, 6' O.C. r I 1-7GIASS /r Ili r--5 zT �fiER O) �Q) 4 I f r - - USE ♦USE 1' OR T' M/Y, I /IOAI/T' SN.S I a 16" O.C. ( -�•��_ (AS APPUQABLE)rT•XI/610 L AUWNUM CLIP ANGLE (6063-T6 ALLOY) AT MIDNE1aiT 4 �� (1) /100/T' S.MS. TOQk (T)1/4'A TA S ANCNOn TO OR Q� SEE COMI ClFm lOfl '. e • .3 i •IID. TO TRACKS is SEE DETAIL K E SIDE CONNEC ) OR TO WC . 8 7 • 6 •®^ _ _ _ _ /��/� WILL AT 1' O.C. (LOWE AT W OR � MCA SIDE 0E®) � DETA0. K ro ^©'O^ eO-KY'®^ SEEMEAN SIDE CONNECTION B•®O1-�'4•Yl/1•�s T(1 IOII'YC M 1 OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL SQ IWL SLPAWMN % CONCRETE BLOCK WALL EKLRDNG REWIRED — _ — — GU55 T' YUL/ -I ♦ SEE UN Aaan M USE FON 61WE �OU SHELT IB OR QA` VIEW Y .PLAN DETAIL X �IQN DETAIL FLORIDA BUILDING CC ' vCEN$F`,•• "Q � 'a iQ'� 'l) •. 1W L ��''.�.%' nLt4� T_UTr'+"•` eamv mTEa TILIIE TESTING k ENGINEERING COMPANY LrLS X.Y. NL1 6L LW ]6M1i Wd4 CNOtM..Ram. YI En...: (3a5)D>i-u30 , rR.: (ew)ml-1»I wnrz w p rWRL\ W.. E Nlel A.S.S.A. American Shutter Tema Aee0clatton Inc. I 4268 Weslroods Drive West Palm Bea.h• FL 33407 HY. EN,X 1 ! $�NAL-0m It rI ��ViINAnr•r' aC CCA: /Cb`\Illllla[lllnTC 3 ! Klsnlw cuss --ri THOU n e elN " W TM :)n Shutter System OR W/0 KY. WNIM 9AOE a11r q!/JIw ar: LC 1 OMC O) T7/17 ORAWINO No 17-107 MAKIIUM SHUTTER SPAN' OR 'L-' (N.) FOR MNc M.Y. LULN 0 or V3 or arCENTERM LOCK ® W/ NO LOCKING RODS or ONE HV LOCK I CENTERMAi@ 28® 29 W/ ONE W/ NO LOCKING IQT LOCK 30 W/TWO LO®NC I I (SEE NOTES �� WALL 110UNNRG F100P/CEIUNO � vu 40WrtnC Wy Y NDNG �J A (• m -1 f. a a RaW/aAWa INuurom SCHEDULE 83 IMUM SHUTTER SPAN* 'L+" R 'L-' (ft.) 'INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING OS) (V4 FOR MOU WO© CONCRETE ASAP WSTAWTONS RpOR/aLlNp YPpalxc j Iw OA Hal�l RaPN YPIWNp p l-IN w 14'-0' 1e'-D• ]S 15'-2' 18•-1p• 40 14'-2' IS'-2- 43 IS'M' 14'-5• SO 12'-T- IY-P 55 TI'-11' GO 10'-2- 10'-11- 55 0'-5' IW-1' 70 e'-0' 9-4' 75 W-0' IN�T iIAnON IFr.FNe CONCRETE & WOOD MANSORY WALL A; B, C. D. E, M. N. 0. P. 0. N. MOUNTING F. K & L S� & V, FLOOR/CDUNG MOUNTING G. H. I. II. J T. U. W & % & M O MACUV4 SHUTTER SPAN 'L+' OR L- FOR u ALMIGWS Iwo WOOD SHALL BE UUIIEp i0 IDS Pal. AS a DESIGN PRESSURE RANN0. [NF'e,—,,,0(. ORNER CENTFAWTE /3 MAY BE USED AT ALL ; NSYLATIWIS. Lamm SPECU:0ff= AS BIDKATED ON MANDATORY CONDITION 02 SHEET S: tt EXEPT THAT YAVUUM SMITTER SPAN 'L+' OR 'L-' NO NAcuUM AS.D. OE9NG PRESSURE ROW FOR WS AUATIom INTO CONCIEIE OR CONCRETE BIDGI SWAL SE U rED AS FaLDWs' 1- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO ♦64,-72 P.a.f, µO 8'-0' SPAN. SEE MOUNTINGSON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE OM17 MUM, WC LTTO TIWT TESTING & ENGINEERING COMPANY Am u% Tea 4. I 5PE 4soru FAAT04 fww RI PM,r f (.tp518)R-111a . Fa : f]mU)1_,S]I 41. PE NIW A.S.S.A. AmsNeon Shutter Systems Association, Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 (1) L+: MAAWUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASD, DESIGN PRESSURE RATWQ L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAGNUM'SFM FOR WALL YOUNIWOS (TOP/BOTTOM) OR RODR/CDUNG; GIVEN A POSITIVE &S.D. 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