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HomeMy WebLinkAboutPLANS1. Bn(INA N.V. ACCORDION SHINIER SYSTEM SIHONN BUBDNO COOS THIS ACORDION SxI117111 SYSTEM BE ONS 1LLE WITH 9NLL BE [ BE 9NSLVIW MINA ON SHEETS 11 M15. 19 &RO I& IB IN ORDER TO VER6Y 71a AWRY BY YULDRYIG THEN BY as ON -W BRAE (D 10214.01-03. ICTI&01� AND E-IBIS WANOMOS Gass E LLVQ ION WMPLLWLE IN A IU M CE WITH THE 2017 (61h EDITION) Or ME RORIOA PER SECTION 1620 Or NNE ABOVE UFNIIONEU WOE FOR A BASIC F ND SPED) REWREO OY GO, JURr5DICi1OR WNFAE SMNIW WIIL f�0.e&IMG ASCE 7-10 AND SNALL NOT OGED TIM MAXIMUM (&S.O.) DESIGN PRESSURE RATINGS Nscs W WaTI OESrON FIND LOADS MEN' POE ASCE 7-10 SHALL BE RRSr REDUCED M ASV. DESIGN DING LOADS PARE THESE W/ WY. (ASD) DESIGN PRESSURE RATINGS w0Y.A1E0 ON SHEETS I I THIN 15, 12 k 20. -IN WINDOW BRIDE 0 10sco.01-OR AS PER AsnN 2. HV BLMEO Ma IN WNWW BUOE ® AAE M 4. AL AuuNUu CYMIISIC6 SIN LL BE NLI@AY ASSw e -n ALLAY. S. A.I. SCP06 TO BE STADOM STEEL 304 OR 31e AS AND SAL COMPLY W/ FLOWDA BWLONa CONE SEC" & BOLTS TO BE ASTM A-307 GALVANGEO STEEL, OR ASI 7. SEE THE CpE0WN0 SITEIS TOR ANCHOR SPECTRATW "ORE NOT OVER STRESSED. A 33 5 INCREASE N ALLOWAOIE STRESS TOR WOIO IMOS WAS BIX USED w TIHEG N OF FASIO1E16 W ROOD. E OPICr LOAD HAS SEER VERIFIED N AMORUAGE MM SEG,, Ie0B.1.2 OF ME ABOVE MFNIIGNW WOE AS PER L 11214DI-05, 10317.02-06, IDWB.01-10 AND 10210.01-11 AS PER TAS-201. TAS-202 AND TM-M PROTOCOLS AND ASTu E-Ime 1. 2 & 3) k /t22a01-10 AS PER TAS 201. 20 k 20 PROTOMES LARGE MISSLE. 66 "a E-1996 (1OffiE LEVEE a "No ZONES I. $ 3) BASIC PWwECTaN ONLY AND 1 0723.01-ee AS PER TAS 202 PROTDON_ D M 11aNf N MASOV WON OCH DMEN UNDER ME DENERA !"NATIONS AND WNORIONS OF USE INVOMIEO ON SHEET ID ALLOY MN TCPON AS INDICATED ON SHEETS 2 NID 3. MNNGN Ysto SOEENOIN TOR MI -TO ALLOY 6 =0 HW AND 35.7 IW FOR RES6TAN COATED GIABOR STm AS PER DIN sW1e MI11 SO AM NK VELD SRMGM AND 90 W MIL TENSE SMENOM. I OR 316 SINES STAINLESS Sim MIX 35 W MPONM WELD 5@ENGM. MY BUDE 0 : 12.13.14.15 AND 20 W GLADE p k 0 1IORNYG IN UNRON: 12. 13 k le & META SUNRAY VILCOFCON SHUEM 5161EM NBEARS A SUS. PATENT is'779Aez COMPONENTS OF NOT; APFROVA ARE co'lutm. IN "OLE OR IN PMBY U.S. PATENT #wCw.179 ISelm TO EASTERN 9. R SHALL BE THE RESPONSf3%r Y OF TORE COxTiUCfOR 10 VEINY THE SDINGNESS G THE STIOAIUIS THERE SNUf1EA 6 N SE ARAEIED TO INSURE PROPER MCNORME COMRAGW TO SEAL/OVIU( ALL SNU NER C UPONEDY COGS MICR REMAIN. THRU ASTOUND w COROAlOR&CONTAT NMI ME BULDNG To PREWN MtIO/iWN wfRUe&W It EACH LINT MUST BEAR PERMANENT LABEL IN A WOSIEIPUCE MM WANING NOTE DIRCIO PERIODS OF NIAKKANE OPFIR s NODE OWNER, TOWN, OR OTHM MUST PROPERLY CLOSE ALL HV AND ND COOO",AIES AND ENGAGE OR L00( ALL w AND NO LOCKS. 19 IL BCRTIU N.V. ACC0IIOION SN YNEN SYSTOAS MtN1ATK PERM" 6 APWW M. 13. (I) TNS P.E.D. PREPARED BY tors EioN 6 GENER (I) COUBACTR TO BE RESPONSIBLE FOR THE SEECIHD THE CONDITIONS DETAI{W ON TIES DOCUMENT. DONTRUI (C) TINS P.Ea WILL. BE CO610ERW DRAM N ATONED a 511E SPECIFIC PROUCIS SRML BE PREPARED BY A FOR NNE PROPER UY tX TINE P.FD. [NCI (0) ORiWNA PLO. SHILL BUR THE MTE AND ORICWL SCANNED BY St. Lucie CountY N AOCONO,NGE WITH SECTION 17MIZ V FLORIDA ossa NG CORE ONE LABEL SHALL. BE SNA. COMPLY MM SPECS.NDum IN Tom DPAMNC PROS ANY SACNO AND IONNT; foxw IONS PROWW BY To: MssvcwN MERE MD GOES Nor PROVDE UNTRUAray FOR A SITE SPECIFIC PROJECT: I& xNOS THE SINE CONDITIONS DEVIATE FROM ME PAD. WRCktE AND 06IAlAIGN w IXG IRE SAFETY OF THS PREDICT. BASED ON THIS P.M PROVIED HE/SHE ORES NOT DONATE FROM IN SAfEi1' 9 SITE 6 THE COMPACTOR'S RESPONS Am(. r ANY MEANS. oORELEOA�= ON �i TO no PP.CIL ENSAMETI l �GTSIAT CORD M MS lAAMNI 7HEFOR TNE �STEGwifarICAND �gU�WNGS;FOE AND SIGNATURE OF THE PROFESSIALL ENGINEER OF RECORD THAT PREPARED R. = ILTIECO f&6pT f ` HORN TESTING k ENGINEERING COMPANY ��AN uff na ]ESA ft. 6s 3IL wmw fAd'ae, Ruq ili PROD W : OOSjwI-IS10 . ICI , ❑LL71M1-N37N P.E. $FAtfSMAY6RE/OA1F I FLORIDA MI' •�1 AREA 1: HV BLM (0 k rTp GERMN. NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SWEET 2 SY51E11 CONPONENIS 21-37 SHEET 3 TYPICLL SHUTTER ASSEMBLY 3s-44 SHEET 4 TYPICAL WUNDOVI BLADE a WNDOYY DETAIL AREA • HV Ben CT7 AND HV W"NDOW (im B A (WHEREGP I AB r'1 TYPGM. SHUTTER ELEVATION k NOTES ON LIX'XS SHEET S INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET e INSTALLATION DUALS G-M. GONCREIF/SLCOK SHEET 7 CFNIFRMATE DETAIS W SHEET B CEMtERWTE At1ERNAnxO DURAS NV SHEET 9 END CONNECTION DGALS 1-& MCRErE/BIOCK SHEET 10 MAXIMUM SPAN TABLES SNEET It ANCHOR SCNFDULE- CONCRETE k BLObt SWEET 12 ANCHOR SCHEWIE- CONCRETE k BIDCt SHEET 13 ANCHOR SCNEONAE- CCNCREIE k BLOCK SHEET 14 ANWOR SCMEDUE- WOW SINET 1s INGIALLATION DETAILS M-R, WOOD Sum Is INSTALLATION DETNLI S-K, WOOD SHEET 17 END CONNECTION MAsZ 7-12 k IL 1MOD SHEET is AREA 3: HV WINDOW ALAnr Q ONLY TYPICAL SHUTTER ELEVAIGN SHEET 19 AREA 4• HV WINDOW BLADEALADE in ON Y NSTAl1ARON MAILS. META SM WALLS SNEET 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 (Yestroods Drive West Palm Beach. FL 33407 t !fl Accordion Shutter System HV. HARE B1 W/ OR W/O 1LV. WNDOW RAM AYBNG N9 17-107 1OHV SOLID BLADE COVERED UNDER US PATENT 8 5458179 OF USE OF BLADF-WON SHEET ©HV AD3. FLOOR TRACK QUALIFIED FOR E W/ HV BLADE 1 �WG3-T6 ALLOY D 1L.'Ir 1.91Y 06T' r oea• • em I.eee- 11 HV CEILING HEADER 0 FLED FOR USE W/ HV BLADE 1 ONLY. SEE SECDONS FOR VAL 6063-T6 ALLOY AND TEMPER (R SIDE ANGLES QUALIFIED FOR USE W/ HV A4 3OHV UNIVERSAL FLOATER QUAUnEO FOR USE W/ IN BLADE lO 6003-15 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED MO USE W/ HV 61ADE 1 ONLY. 6063-TS ALL Y AND TEMPER OOUA N FOR USE W NV BLADE (Il � 6063-T6 ALLOY .WO TEMPER- O8 HV WALK —OVER TRACK QUAURED FOR UE W/ UV B ADE 1 6061-16 LLlOY A D TEMPER 009PDNIW A B TI T3 Q Y 5' Mm 1/6' 1/e• ® 3• 5' VAC 0.192. 0.192• 19 3.3' Y MAC 0.190' 0.190• ® 3' 3' MAa. OS HV 90•/180' _STARTER QUAUnEOV R USE W/ W BLADE 6D63-T6 ALLOY AND TEMPER .994' 843 a I3 ' O9 HV TRENCH TRACK QUALIFIED FOR USE W/ NV BIADEM ONLY. 1� HV RAINGUARD Daum IFOR UjE W/ HV 6063-76 AMEA(AI]D TEMPER . __..._.. __._....._ .... ...... ...... A. 03017 fU@0, M 03017 F/STRN WAL 6UPRY. INC. 1 T L11�' NNf,r•`/• / p% IECONA S S A■ Accordion Shutter System HV. BADE /1W/ CR W/0 HV. WHOM BABE NLLR TESTING A ENGINEERING COMPANY Ama(COn ShUHBT $Y91DT9 9r><nraax att wun an Le. UTeOf M9 n>M 9 aosysx 9Wga nam m ASBoeiQtton, InC. aD Is-Das T r/I am .7 F/n rnaw : nas7eN-Isw . ra.: � (]DOnI-Inl 4268 Weslroods 13m. a flIa�n RIDp.:'`6E, a16 �7 'v^ West PDIm Beath. FL 33407 ] DRAVANG No .•• :y n;........... e1• `4p��VIIII MMA16n191.m 4 1/-107 P F rt14o'S1 %�1:�1ANASe /FIAT[ TILRaA Uu 144157 a eueer HV CENTERMATE R USE W/ FIV BLADE(1)@ -T6 ALLOY AND TEMPE b• 4 RAY 1 FRONT E TON © LOCKER FOR NTN LO( OUALIFiED FOR USE W/ HV SL 6063-TS ALLAY 00 T t g J �3- UNTERMAT W/ M IFlED FOR. USE W/ NV BV 6083-TG ALLOY AND TEMPER IN HD ® LOCKING RODD OVAUnED FOR USE W/ HV BIADEQ 6063-TO ALLOT AND TEMPER ,I II OUALIFlED FOR USE W/ NV BLADE Fog" 6063-T6 ALLOY AND TEMPER M 6063-TO 1 A'P 6 HV 8 0-16 AI L Wgu OUAUFlED LO6 USE W/ HV BLADE 1 @ 606l-T6 ALLOY 6NNO TEMPER 21/T r.�. CII/A•Y SERIES C C THC C TH MBSCR� OUALIFlED FOR USE Vf/ HV BLADE 10 aMI) 1ATEm, Mc i 1� 1 TILUT TESTING A ENGINEERING COMPANY • Fsls K.. xo. s1 a.3m, eva.A auao°, naloA n ®la-0OOYI�)RYePE IITLT 11N1G A 1RMf L. 1,< 1IIXmA ILL / u167 "0 R: RO — aaT n ruM IM66 was en.m caaaa nATm) IHV EGRESS LOCK OUAL1nED FOR USE W/ HV BLADE tQh @ ONLY. 518. Ale, . AETER per BEFORE RA'c)M8 1 Z4"0-20 RIVNLETs lm,-n AM" uacE Iu+rtrc nmu W. n 4 ACROND W AyM W. MIN a]WA a IgVL RNATIVE LOCK FO USE 1V/ HV IE ONLY. a11D61CR �cvuuD t OR Kc crun6w a-0T!• Mi, I Aw JAM. )IN4RURx OR�NE�R I ) 4:n N11YDD1 1.Te ue.. �q HD LOCK BY REGENT HARDWARE MORTISE LOOKS SMES OUAUFlED FOR USE W/ HV BLAO A.S.S.A. Amerfoon ShuNar Systems Association, Inc. 4268 Westrooes D&II West Palm Beach, FL -- EASTERN HOOK BOLT LOCK. 1 city Hurrican TAL $APPLY. Ma. KY. BLADE ®1 W/ at W/o KV. WwO &" aESF*"TaN wrc I w im LC- I OLD 1s-065 T/1) 1 wm OT/E)/i) ! DRAWING No 17-10% SHUTTER ASSEMBLY SCHEDULE, HV M HV OR I 1Q HV BLADE 1 ® W BLADE IA ® W LONG RECESSED NYLON BUSHING ® W SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER 1� W WHEEL CARRIAGE AISI 302-303 SERI 0.870'x3/16" THICK NYLON WHEEL D.188'0 AISI 302 SERIES S.S. RIVETS ® T HV 1 3/4" ACCORDION PIN W/ ge X 1* ® HV 2 3/4" ACCORDION PIN W/ 8B HEAD;* ® POLYCARBONATE IMPACT RESISTANT IN WINDOW It (1) NV PIN ® SHALL ALWAYS BE USED AT BOTTOM KNUCKLES OF W ACCORDION SYSTE HV ® BLADE. (2) W PIN ® MAY BE USED IN UEU OF 4CT. EXTERIOR BOTTOM KNUCKLES OF W ACCORD 3LADE WHEN CORRESPONDING TO INSTAUATIC :3) HV PIN ® OR ® W/ 1/2" O.D. 1/I6" SHALL BE USED FOR DIRECT MOUNT INSTALU SHEET EXTERIOR L�J rN / HV 1Q OR j�pSICAL n. . SHUTTER ASSEMBLY D ONLY AT SYSTEM W/ Hv lO ]x4' I", SHEET 7. r X S.S. WASHER D . t". I PER DETAIL X, 02017 MIECO. M. I TILLIT TESTING 6 ENGINEERING COMPANY a u ]es .emN u n . v. rnm. v LMabxl-Ism , rm : ryw)en-lul r-TOL fRKOsaIiT: ® 000ens RA ,a MRWr ILOI®4 Uc 0 "ley e DEs KNOCIGE IT" x EXTERIOR v�rex!' .lexa'i �ZE1G>mi�.�� m soot .4us• �� Hats exY 2 ON 4 POLYCARSONATE SOURC7.1 emrarI®4rRrcurmona Y.e bYlRoomRE �ae� sYrme mYr vau enmYm aYl+ mn Nn oe]e .' enn eVJmOaeu]msE +aao wMW wIYIM Y R0e RIY mK t4N mH Il.lm MlIIW<1YYIO Yfm]ytotsrY:om ® Nm ml. . I] rt-y.nm menr m BIOKeO RNrmr am mwsae Ylu [w9 4RN our • wMf[ C-, N9w 4m reuosae^. uN, elmT6Y ]Iesl um w ew o.1mea] e w s�f e0o¢ Ymmc ,sur w ] Nes wa ASSA Is American Shutter Inc.p]]O5_ AGBGGIOROne Dri 4268 Wes Wads Drive Weal Palm Beaeh, R 33407 r wiuw u[IAL s Y. e:e. BERTHA-HyTM Accordion #1 W OR Shutter N BLADE NV. BADE gl W/ OR W/0 HV. xtr4xnv BLADE N o.m o,..]] W. ae 1 OLO 16-OBa T I N2 07/]7/]1 x a DRAWING No 17-107 -flit: _ � 1 hill � l i i I_ m' 01 0 0 �I w�a©• 7Qw eQw10'�� 10 • Qw©• �©'Qw NE M LOCK b i SHALL BE USED AT 1/2 Or BNUTTER $Pµ TO µY SPµ Or SHARER BPµ OR SPµS UP TO IOS', µO FOR a5f nONs TINY MAY BE USED AS AN INSIDE OR OUTBID[ HOCK, AT_ ib Ofl . 1/2' LONG Fur HEAD SS. U.S LDGnDN Or LOCK SHALL BE AS INDIGIF60R .... _._.. _. �..,..,.... R FLW SECURITY PURPOSES, UP lD iW0 NY ORK0S� SHA4 DE AB INp Y BE USED AS µ INBipE OR OUTSIDE LOON. CONNECTION OF LOCKB TO CFNIERWTES / IOCATION 0 BE AS INDK:11 ON TIP— SHUREA ELEVATION. cc Ax R ITSFn W/TWO KV. Lmee): IACHINC RODS µE NOT REWIRED AT�LR1RPoCANE PoSmON, BUT NAY w BEY BE USED IF DESWED TO ENWWCE SHUTTER PF `FO YANCE LOCIONG RODS Q� OR AN ALTERNARYE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4. AND INSTALLATIONS AT ONE W LaK ® BE USED AT CORNER ANY BPµ OE OR 0190E LOCK, ARACHED TO 0 CORNER CFNiERYATC n/(x) 1/4.-x0 . 1/x' LONG CUT HEAD s.s. u5. TWO LOCI@IG RODS AT TOP A BO OM SHALL DE USED. LOCATION F LOCK SHALL BE AS INDICATED ON TYPKAII SHUTTER ELEVATION. 1 WKg1UY SNURER SPAN SHALL BE OMMINED AB PER SCHEDULES SHOWN ON SHEET 12. K S. 9 ONE ALTERNATE KV LOCK MY BE UBEf�IN UEL OF NY LOCK or FOR ANY SPµ ANDE INSTALLATIONS AT ANY ELLVAnON. At LYE LOCK 0 MY BE USED AS AN I ItSiD OR OUTSIDE LOCI. ATTACHMENT PPP - OF I/4'0-2W/4- S.S. THUMBSCREW TO ® OR CEMERNATES SHALL BE WOE W/ 1/4'0-200/4- AIM p? RATRR AS SHOWN ON SECTION FIVE, SHEET & ON LOCH SHALL BE USED AT 1/2 OF SIARTER SPµ OR TWO J LOCKS AT 1/3 OF SHUTTER SPAN. & ONE W LOCE @ or ® or ® SHALL DE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPANOR 12- ABWE OR BROW 1/2 OF SHUREtI SPANFOR SPANS UP TO Re', AND FOR INSTALLATIONS AT ANY ELLVATIW. W LOCK 0 or ® Or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCH, ATTACHED TO m b ® SYIWETRPJL CENTEWIAiES W/ (2) 1/4--20 N 1/2' LONG MT HEAD SS. U.S. LOCATION OF LOCK MULL BE AS INDICATED W TYPICAL SHUTTER ELEVATION. USE OF LOCNINC. RODS W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER*NOTES ON NV I LOCKS AND CENTERII CENTERMATE �ALU u� AT N1Y� I LLEV LON I HATE OCRK6Q��µ,��AY 6E IIBEf S µL INSIDE of d1T5 LHKi. ATTACHMENT NOi`BTLOL%Qy INCLUDES USING ROHFORCNO LOCKER ✓FjT . AS SHOWN ON SECTION M. SHEET B• WHICH MUST BE CONNECTED TO CENIERMATES ® µD 1/4'4-20 It1 1/2' LONG SS. THREADED BOLT W/ 7/6'0 . 3/32- WTNCNUf OR W/ 1/4.0-2NI SS,NS. MO A 1/1 S/B' RNNUE {,pCK MAY BE INSTALLED AT YI&Wµ OR 12' WAYIN ABOVE AND BELOW NDSPµ. USE OF TWO LOCKWM ROM dS EDP um omnu Ie .—I * I ' 1• WE ALTERNATE NO TACK® MAYBE UBFD IN LOU of HV LOO(s Y_j OR U FOR ANY SPAN µD INSO Y.TI .S AT FA AS ALTERNATE HD LODE V WY BE USED AND [INCLUDES REwFD(K1MOR w59if AS ATTACHMENTBNBEOTpNSBO, IN�',yA 1WGR Try/ 9�NAR} 10 COD( MAY BE MBLMIID AT YIDSPµ OR 12' AUD IY BRAN OR ABOVE MOSPµ USE OF LOCKING Foosors rs CMPLETELY OPIIal I I �P ..jCENs`AoMIT •:T L mTttq M. IL E C O ` A.S.S.A. 02017 EASTERN 19 PPLT. INC E ,v Accordion Shutter System '0 L: ,• 90 :•• ,J, �1,� V :"���s •'•-`rii/•"'•• • :fit\a1�Y`` ANAL EN ,,II D r eeni7LAEO(/MimC/nn7r LIDO. TILUT TEMING A ENGINEERING COMPANY 4L'E I,a sae. ¢. Lh PTA M2'A ussaa 11pCA MI.AeeoG)OtIDn, PIIen., Es31871-1534. I I lusmn-LmI ED omn71`ao��" N4RR A TLLII Ar. P., DaROA I 1 uI67 Am�liean ShuM�r S fame )m Inc. 4268 Well .1.1. YI Palm B111h, FL 33407 KV. RACE R1 W/ OR I NV. WLN1(M' BLADE IKsrH®IICN uW mAlll ap Lc 1 OLD IS-M TA211I MID a7/21/17 2 s CROWING Na 17-107 euer. s / Cox[Rn[ M{I'gas / Q I8 f41 (ME IgO.'de®q a¢T T) � /' / (s¢ saEeul[ ox W/ 1/4- 20 rs Il) j / '/�' /"S1m u) xuR a Ix• O.C. MACpNCO.I rSS. USNG 1/4•-xa I= / 19 %1 CO O o Ix• ac 1 / Vx•. T L/, // / 1 ,, i /� \ � i aw• uq I u o •/ /•�/ xw• ovnwua ssamAE qW9 ♦gym � ; 11 EI°SnNG la'g�m♦�v0 ' I 1 OR ®♦ I [aSlx:G (SEE 5VARINGN oxTO GIASOT O IXA55—r YW. °SPNU110Y 10 pA55 I I GI SS IG I (GL[ ScNEgRE W! ft 10 GL155-i (A ©HV WA I HEADER INSTALLATION Q HV WALL HEADER INSTALLATION + KEmCIN FbSaNG GLES aa>oaieq ♦ I YW. SEPAME C is iri a etp (Ea I I 1 OR 1� I I I 1 EOSxNc r—(SFE SExEaOIE ON SNLLT EDpYE q e� I ` ION. SCHEME C is ECI J (GEL SGNEONl aN SI[LI 11) G4ClusTITH;55 ' ' I avnONIL ////,•/ /I� / • E / / f�l�' I 1/•• fOPxENAt 1/rue.. @qO 19 0 0 1/PW WPS 1RU55 Hw OGNEREIE Monk qE / / I 18 / / / 1/E'0-xad . S.S.CONCRETE PIaL➢S �O 1/p 2 SERENS 12' r (SEE SCn ANCHORS TFUss NfA�YAGNNE lEnEYR 1• 1/4•-x0 NUfS O 1x• O.c. (SEE SCHCOatE ON (SEE SCMFa1tE px SX[n u) urn POURED �xGIIIE SHEET Il) rt/ 1/.•-x0 xuR o Ix' O.C. RET[ ROCK I 1 ON cPNERnE BLOPI 'MNEa OO HV WALL SILL INSTALLATION CONCRETE SCHEME ors+ ROMPED E � OHV WALL SILL INSTALLATION OR CONCINETE ROOF: EQ HV WALL SILL INSTALLATION 1—�NarsE:E INSTALLATION DETAILS W/ aaET E Tax IYM E CGM3i • E. E CaGE DRGNON ♦ s[E °TONS Or USE FOR 'AYT�TO OSECTIONS ATMAAIEIATIO11.T (°Q GPEGnGxONS 011 SNm Il) T Er' , OUGEWOR SHEET IP HV BLADE PA / _ FLORODA BUILD WG CODE Non High VelocityHurricane Zone AAAAI �;:''VDENS,', vp% oxon TOTEM M omli usloq rmu S a Y. INC 4 ilTe o A S S A Accordion Shutter System i ? ■ ■ ■ ■ Kv. R= B1 w/ OR W/O Kv. wtmw ■e)E a[ Ai TIWT TESTING A ENGINEERING COMPANY American Shunter Syetema omr wrq -Art dual ee Ee �f'•• OAIDP; a4147 .•.• N.. Ea. 31. sW m wc«. gees Tlow ])I Association, Ine. 1 aIa Is-aes x/xT 1 oar: w/n n ss ...... ne-. 1 (wYn-Isw . rw I (.tcy)evl-loll 4268 Westroode Drive T /ONALO II am alma West Palm Beach• FL J7407 s DRAWING NO ®-000mlu 17-107 ............. I./IPYrr 11AnG A TWI L. Pl Pr SrAI /CICNAn Iar/nATr R0�° m / °u°T s / s s HEC HFAD- 09'O.C. S.S.S. YS O 9' G.Y. I_ SEC SHEET • FOR TY S %i//III a 13 -./ Y• I ) �� 1 Ofl l � I mmrimw� DasaHG I ro� I 11 mM m n C1A�-� � r150: [Oml[ Pal . IlxOmd� naro n) _ 7 —1 �E,yEyASJ , LW NmHla I Y1 MX9EY9 SCRO a es 0.AtI carlcmTE Moons I B�,i: 1 i mcE or ©7 (SEE scl E WI SHEET I]) / `./� ., �' / �•. EM Of / j// ME or /'/ •pp E PPYG9IE i / � �il/1• 1' �// / / maC Ol %� // i % I� '/ AiRIG&[ /l / i '. �/ aI . i i //i%/D /�� /•/ //l�. i i/// /.// /�'�/.'//// 0.• CIXpEI[ MT HEM MCRETEA s NICREIF R MT MEM COxfFER Y1am11B 9EDYRm (SEE scNalux OH sNcrI 1•) Eaumm E. a.• A. (SEE (s¢ salmwE ca vav 14) Il TRENCH INSTA eTION (� HV FLOOR INSTALLATION HV t WALK INSTALLATION A110 ONLY FDR UP TO f70, -0B PSF AS.D. DESIGN PRESSURE RATING d FOR SPANS PER SCIImDIE /3. SHEET I I % t 0. . EDGE DSTA 2 SPEcglLYcla ON SHCET 13) 6 .O l/ C19 ]0.•'Y9A5. / `11H. .' •• /% 1 T9OP• m 0 1/$ / %' YaL j/, O 1f• OG ]a MV19 7 a 18 1/2. I1• / / /// 17 18 • 1.. 2.00" N. / wi+Imr (amRunE Ilm/•' FN. s-0.S Yet EA M) `LVxCAETE Y1a19B5 xalE u(e) 1 0 9' CA a x (y crl 14) L ON ON sHC[T 1 SEE PoUEm COxC9ElC ON 91xOTE R I](e) allmHCRM BBCx . FLOOR. ELOOR IN © HV WWALL WALK -OVER INSTALLATION ® YK.E=N, MOM big IN WA 1 M YLaB Ynn1w mYl y-e• POS 95TAEI110H SR.11E BE MOVVI E "Am PDVORWED MJ.F pn v Yl YMRA9EE m 0 E Lg TYV 9 M OR �aOubffx�INSTALLATION DETAILS W/ T HV BLADE 1w. P A. T --- -77 FLORIDA BUILDING CODE ffin SO Velocit Hurricane Zone AI �jCENS F :,.✓y-'-_ M17 Term. M 02G19 EASIEAH MVU SUPPLY. a,c, * T IL� A■S■S■A■ Accordion Shutter System • •a 9 '; /I� Q y :',p lllllT TESTING d ENGINEERING COMPANY American Shutter Systems Y W1O HV. 9/OE B1 W/ Q2 W/0 FLY. YAND(TV MADE ar>omm�l no" Association, Inc. 1 OlD Is-aB.S wn 1 E/1 muA er: EL MM' 07/27/17 r S-7 PmA: 0as)en-im. ry v (sm)aE1_Ym Westroods Drive 9 West Palm Beach, rL 334074268 DANG NQ •0• rVrAqL//pYOY A4ia1 AA IAIRL. P.L • /W / P.FPAI AMNATImF/nAW �IaE•er S ....-.- °'°OUT �lN INSTALLATIONS W/(1) HV Friy=t; �E�mGG BLADE W V CENTE M TES msN� m®mO.OmOm10.®m f0•®m®•�o3 :©.®m 0 ND WA 1 .ONN -TION � ©; o •©w©•o•®w —DOSING GVSS E — — — — — — — — — — — — — — — — — — — — — — L - — — — — — — — — — — — — — — — ------ 1"LL1NULL m83-Te ©� ®w�•®w�•� ] 1/e- )' a l/2' )• v/ 2 1 e'e nvmx u1v1�s % caortrt 1 ' m ®' W />• sis/eo ueNM P I PmdeC Ns.ULLs IM0 CuNf'_C E T S . 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(w)on-Imo. rs„ (wfen-rmI -"-� Mia0aa1n^ e aaoeno YlRl1 A IX naPa L'c 4.I4T AmsrlCDn Shunter Systems AssociDfion, Inc. 4268 Westroads Drive West Palm Beach, Fl. 33407 KY. BLADE w/ ORwkv a azDsrnm. I R.rt II o1D Is -Des r x s EInS w CIA% L Ye. s� To GAS; (SO No (IL). FOR INSTALLATIONS Y/ / MAGNUM SHUTTER SPAN- 'L+' OR -L-- ((t.) FOR LWERMATES, (D & ® ar Or W/ ONE H.V. LOCK ®or ®or or INSTALLATIONS W/ PpegiNg NO LOCK ® W/ NO LOCKING RODS% or ONE HV LOCK or or CEN7ERNA1@ 28i6a 29 W/ ONE I /Q'T' LOCK 30 W/ NO IOCKI G IT y/IITWO LONG (SEE NOTES RODS 35 TOP & BOTTOM MEE ,PTMPI t 9NSfrllAllONa 0 ,Ys,oN ��III� P/iL Na1N11NG BOOR/CERIHD wµl WNICIO (LW't _ ._. _ YOUxfING _ ° 11F p'v�) A RaW/CR91O NOut11NG SCHEDULE Y3 AAKIMUM SHUTTER SPAN* "L+' OR 'L-' (IL) INSTALLATIONS W CENTER e1 W/ ONE WLOCKS OR W/ NO LOCKING oos (vxo FOR UOIartw0(D SHEET 7) CONCRETE asny°a'om9, IRSINLAT4I5 AIPtmPQ ROW/R9A9 ugpnLY9 14a,1 ROW .VLNY9 I. M I L-M » 1e•-o• 1e-a- 55 15•-2' 1 1e'-IO• ID 14•-2' IV-2- +S 13. 4- 14'q' S0 121-3' IX-1. SS 11'-1• 11'-11' Ba 10'-2• 10'-11- 65 9'-w 10'-1- 70 W-9' 9-4' 75 - B'-9• INSTAIARON IEaw CONCRETE & WOOD MANSORY WALL 0. B, C, D. E. M, N, 0. P.O. MOUNTING F. K & L R. S. & V. FLOOR/CETLNG MOUNTING G. H, 1, 11, J T. U. W & K & M 0 UAMIR I SORTER VAN 'Li OR -L-- FOR canhfln WO HOOD SHALL BE L1MDED TO 105 P.T. AS.O DESGN PRESSURE RATING. t HY CORNIER CENTENYVE /3 WY BE USED Ai ALL MOUNTING INSTAMA1gNS. LOCQHG SPEaFIGATDNS SHALL BE AS MKATEID ON MANGATORY CONDT04 /2 NOTE is, SIETT S. tt DtRPT THAT MACHRAt SNUFFER SPAN 'L+' OR 'L-' AND MIVUU U AND. DESNO PRESSURE Raab FOR INSGWDOIB INTO CONCRETE OR CONCRETE flOR SMLL BE UNITED AS FmSDWS I- CONNE04NS TO KEYSTONE MOUNTING LIMITED TO +O4,-72 P.e.1. AND e'-0' SPAN, SEE MDUNVNGCU)DN SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS i THRU 3 t" �HV BLADE MU TILUT TESTING & ENGINEERING COMPANY 615f 0.9. MA M. 9a ]% VJprl FY6M RMW ]1 Rw,.: (aw)e>I-IS]0. rm I (SmMn-1n1 .-� m.cweN.P9n ®-a6aen9 MµRR A 1Nlf J6 P.L RORG Ik. E N16r AmSMSMA. American ShuNer Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 (1) L+: MAMYUM A 01018LE SPAN FOR A GREW POSITIVE &S.O. DESIGN PRESSURE RAIIND, L-: MAX. ALLOWABLE SPAN FOR A GNEN NEGATM AND. DESIGN PRESSURE HATING. (2) PROCEDURE TO DETERMINE uAMONu SPAN FOR WALL MOIIMNGS (TOP/8017OM) OR FLOOR/CVUWG: GNDL A POSIFNE AS.D. GESGN PRESSURE RATING, DETERMINE MpONUM SPAN la' FROM SCHEDULE. GIVEN A NEGATIVE AS.0. DESGN PRESSURE RATING ORFRIrINE MAMMUM SPAN 'L-* FROM SCHEDULE. FINAL MAMMUN 411MMLE SPAN M EOGAE TO THE MTNWUM DETERMINED SPAN BETWEEN •L: AND ML (3) PROCEDURE TO DETERMINE MAM,JUM SPAN FOR COMBINATIONS N BENIFFN WALL mo N GS W/ FLOGR/CFIUNG MOUNTINGS: FOR A GT1N POSONE ASO DESIGN PRESSURE RATING: DETERNWC L,+= NAlf. SPAN FOR WALL MOUNTING INSTALLATIONS. LL+- MAX SPAN FOR FLOOR/CDUlNG MOUNTING aCSTAJAlDNS. FOR A GNm NCGTNE A.S.D. GESCN PRESSURE RATING: DEIERMINU LI-- M. SPAN FOR WALL MOUNTING INSTALIANONS. U-- MAK. SPAN FOR rLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAMNUM ALLOYBLE SPAN a E014M. TO THE 1D0YUY BETWEEN 'I,+" i2+ ; 11- AND .U-' (A) GO TO ANCHOR SCHCOULE W11N FINAL MAMMUM ALLOWABLE SPAN AHD NEGATIVE &S.D. DESIGN PPESBURE RVIlla TO DETERMINE MA2WUu ANCHOR 9P.NMl: CODE Non High Velocity Hurricane Zone 02017 EASIEmI UETA. SUPPLY. WG Accordion Shutter System KV. MADE ®1 W/ OR W/O HV. WINDOW MADE Y. 0[SaNIMA wrt OBM G. 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