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HomeMy WebLinkAboutPLANSN KSS--SOT S: 1. AAIIHA N.V. ACCOPON SNIIfIER SYSR, SMO1IN OI M6 PRODUCT EVAIAMTION OONYENf (P.ED.) IYS BEEN VEWnm POR DOYPUANCE W ACWRDWCE WRN ME 20I] to, MIEN) OP ME RgtIW BUILDING CODE M6 ACCORDION SHUTTER E,M, SIYLL NOT BE NSUILID Ai HIM VEIOaTY HURRICANE ZONES. �SIQN WIND LOADS SNAIL BE DETRHANED AS PLR SECDON 1e20 OF ME ABOWE "ENTICING) CODE, FOR A BASK WIND SPEED REOIRED BY THE JU10501C m W,,, SHUTTER WRL BE WSTAlED WITH A pRECMRO TY FACTOR K6-0.65.USN) ASCE 7-10 AND MHWL NOT ECCGEO ME MAXIMUM (ASD.) DCSW PRCSSURE RATINGS NCOAIED ON SHEETS 11 THIRD 15. 19 & 20. - N ORDER TD VOnY WE ABODE CGNOMN, ULTIMATE MON WHO ULADK S DETMIONED PER ASCE 7-ID MAIL BE FIRST REDUCE) TO AS.D. DESWIND LOA04 EW BY NULTIPLMIG THBf 0.0 W OROMTO COWAE THESE W/ W. (A5.0) DESIGN PRESSURE M1WGS NMCATED on SHEETS 11 MRu 15. 19 a 20. IN =0 TO VERIFY THAT COMPONENTS ANT ANCHORS"ON MS A, l,M,, REDE NOT OAER STRESSED. A W 2 INCREASE IN ALLOWABLE STRESS FOR WHO, LOAD, WAS Ef9I USED IN THEW WHO DURATION FACTOR 00-1.60 %A!I BERTHA N.V. ACCORD NTY' SHUTTER SYSS ADECAVDY FUR Mxp OAND IMGE MISSILE IMPACT LOAD, 1NS BEII1 VERIfIEp W ACCORDWCE MM ACTION I6D9.1.] OF ME IBPHE YFNRONFp CODE AS p[p AT REPORS: -,N IMAGE 0 j0214.01-03, /0715.01.03, /1004.01-09, E1214DI-05, /0317.02-06, 1106U9D1-ICI AND, /0210.01-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS µDI AST" E-tNe AND E-1096 AANONAS (MIMLE LL1.TL D, WIND ZONES 1, 2 a 3) a J122001-10 AS PER TAS 201, 203 M 203 PROTOCOLS LARGE MNS9 -HIM WINDOW BLUE 0 10505A1-GE AS PER ASHY E-1850 ARID E-INS (11 5- LEEL D. WIND ZONES I, 2, 3) BASC PROGDO WN ONLY AIM / 0225.01-86 AS PER T/S TO3 PROTOCOL 2. HV MADEO A D W WINDOW BRIE 0 ARE EIIGWEETD TO "ARK N m,,, WON EACH OTHER UNDER TIE GENERAL UWg1WN5 AND CONOITWH$ OF USE INDIOAiED ON STET 19 I. B TWA KV A DORMON PM Ow MCe.`AS) USED a MADED KNUOOE AND FOR DIRECT NWNE CONNECTION TO TRACKS SNAIL BE 014A2)5- AND /14M1.75- pFSPRTNELY. 410-M YnONUY SERIES STAMo9 SELL SCfaWS WITH 135.0 g11.OD STRENGTH AND LBO Wi YENSNE STRENGTH. PINS MAL BE COATED WITH BERTHA HV DACRDSHELD COATWD SYSTEM A9 YINUfACryRED BY APPROJED COAµO MPl1GTORS. REG6IFRED MM AMEBICµ SHUTTER SYSTEUS ASSOOt1N. PN5 MUST BEAR ME w MARWNO ON THOR HEAD. 4. All. ALUMINUM EKMIRNS SNLL BE ALUMINUM ASSOCIATION ALLOT AND TEMPER AS MUTED ON SHEETS 2 AND 3. YWMtIY GELD STgDCM FOR W83-TO ALLOY 6 30.0 W! AND ]5.] W FOR 6005-TES AM. 5. ALL SCREWS TO BE WAN! STEEL 304 OR 316 AIM SERIES OR CONOSION RES6TAT DOAED CNRINN STEEL AS PER MN SW19 WITH 50 VM MIN. YIELD STRENGTH, AND 90 W MR. TENURE EWENMH. AND SNAIL COWRY W/ FLORIDA BUILDING CODE SECTION 2411.334. 0. SC.IS TO BE ASTN A-307 GALVAVRED STET, OR ANSI 3U4 OR III SERIES 11INLEM SITE WITH 33 WT MINIMUM YIELD SWENGN. 7. SEE ME MILL MI G SHEETS FOR ANCHOR SPEOTfADONS, W BLADE 0 : 12,13,14.13 AND 20 TPA BLUE 0 e 0 %KNOWING IN UH6CN: 12, 13 A 15 8, MIS BERTHA NV. ACCOMMON SHUTTER 5Y51EII SEARS A US PATENT E67E9.662. COMPONENTS OF 1 ,, M,,MAL ARE COVM L IN WHOLE DB UL PART BY US. PATEN /WM.,79 6SRD TO EASTERNYEA S PP . INC. 9. IT SULL A WE RESPONSG111UIY OF THE CONDUCTOR TO VEBPY THE SOURDNISS of THE ST UCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSIRE PROPER µCIWRAGE CDYIRAeTOit TO S[A/UJAK ALA. SMUTEH COMPOHEIt EDGES WHICH! ROME% 1BRU FASTENING IN CONRINuous CONTACT wMi TIE SDLDIW TO PREENI wWp/RAN W WUSON 10. EACH W MUST BEAR PERMANENT U IN A MBIE RAGE WITH WNW NOT- DURING PENIODS AND W LOOKS. OF IIIMIC7IE WARNINGS HOME OWNER. ,CUNT. OR OTHER. MUST PROPERLY CLOSE NL IW NVO HO CENTERNI AND -MACE Oft LOCK AL ICY 11. SHUTTER MANUfACWNO S IABC. SINLL BE LOCATED ON A RDkD1Y MUM LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 17M.B.3 Di ,CREA BMlDINO CODE ONE LABEL SHALL BE PLACED TOR EVERY CO -DWG. IABELW TO COMPLY VAM sECOON 1709.92 OF THE TORIDA BUMNO CCOE 11 BERIW H.Y. ALCORDN SHUTTER SYGMN' WSTALLAION SHALL COMPLY WIN SPECS INDICATED IN M6 DRAWING PLUS ANY OULONO AND ZONING REGUTAINS TWAOM SY ME JURP GNL INHEREr PERMIT Is AI9 0 TO. 13. (e) THIS PLD. PREPARED BY MIS ENMNEPR IS GQERIC AND DOES NUT PRQJIOE INFORMATION FOR A SITE SPECIFIC PROJECT i.e. WHERE THE SITE CONDITIONS DEVWIE FROM WE P.EO. (6) CONTRACTOR TO BE RESPONSELE TOR ME SELECTON. PURCHASE AND G6TALA"a" 9 CANDING TOE 9AAEE OF MS HRONIGT. EASED ON THIS P.ED.. PRI NDED HE/SHE DOES NOT OBAATE PRO, THE CONCIIOHS DETAILED ON INS DOCtRUD9. CCVSMICIN SAFETY AT SITE 6 ME CONTRICLNRS RESPONSIBILITY. MIS PLO. WILL BE COISOERED INVALID F ATERm BY ANY METES. ) Ea m. AE POOR WE PROPER M OP WEPREPPL ENGINEER BY A OuREMOR . � A/6 OOEEGATEDAB,WO�E To TAKE P D QNON� St 11 SUBBMIT (EA TRS UCHM THIE WE�SIIEE SAND PENK 0 FOR RENEW. (a) ORIGINAL. PELT. SHALL BEAR THE CATE AND OPNM4AL SEA AND SIGNATURE O THE SCANNED By Lucie County ENGINEER OF RECORD MAT PREPARED IT. GUI) G.,ECO. INC. � L ���// ifTAfEe ELLIT TESTING a ENGINEERING COMPANY 1\ W] H6 i6tu A W. M1. VFBM 6YgN5. MIW 11 ...........ILA -,wu BlKbod.oen, AA'AA WA A DW)II,. PAL ECm.tcISAAAASAHor /nATr nvR IY F 4f167 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 MEET 3 TYPICAL SHUTTER ASSEMBLY U-44 SHEET 4 TYPICAL VONDOW BLADE h WINDOW DEEM AREA 2: 14V RLe1�E n AAn HV WINDOW R enc (W (MERE APPI IPAeI PT TYPICAL SHUTTER ETEVATON h NOTES ON LOCKS SHEET 5 INSCLATON DETAILS A-F, CONCRETE SHEET INSTALLATION DETAILS O-M. CONCRETE MEET 7 CENTERWTE OLTAMS NV SMELT B CE TCRYATE ATEINATNG DETAILS Iry SHEET 9 END CONNECTION DETAILS 1-6. CONCRET/SLOCK SHEET 10 MACUUY'SAN TABLES STET 11 ANCHOR SCHEDULE- CONCRETE.@ BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE a BLOCK SHEET 13 ANCHOR SC MAE- CONCRETE a BLOOE SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD MEET 16 INSTALLATION OEIAALS S-K, WCO, SHEET 17 END CONNECTION DETAILS 7-12 @ X WOOD AREA 3: HV WINDOW BLADF Q FRET TB ON V TYPICAL. SHUTTER ELEVATION AREA 1 HV WINDOW PIT ADE In ON SHEET 19 Y INSTAILAM)N DETAILS. METAL STUD WAILS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shunter Systems AseOCIa)IOn, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 IYAi 11T Accordion Shutter System ILV. IAADE ®1 W/ CR W/0 KV. IMMON RAGE No 1DHV SOLID BAD COVERED UNDER US PATENT # 5458179 OF USE OF BLADE-& ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV _ LB12' ero 1.666' O 1HVD FCILSNG /HDER BlAOE(IONLY, SEE SECTIONS FOR VALDIINN' 6063-76 ALLOY AND TEMPER Wl% TMl%I 1' Y w2 SIDE ANGLES JFlED FOR USE W/ HV g OHV UNIVERSAL OAT R OUALIFIED FOR USE W/ W BLADE ID 6003-73ALLOY AND TEMPER 0 HV HEADER/SII I, QUAUFIE FORi6 NLO�AND TEMP ALUMINUM ANGIFS OUAUFIED FO$ USE W/ HV BLADE CIJ ONLY. 6063-76 ALLOY AND TEMPER OQUAFIE N BLADE1 5063-76 ALLOY k TEMPER. B@HV WALK —OVER TRACK QUAUFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY 0 TEMPER COMPONFNf A D TI T2 © 2' 6' MW 1/9' 1/6' ® 2' 6' MAk 0192' 0.142' 19 2G' 0' MAY 0.1W OAW ® 2' 6' MAY. M13V 0.131' W012 TiNCO, wa IL ECOIN C. TILUT TESTING k C"Ai �W. P 031611-1 11amA 1!<. COMPANY O HV 906118ir START R QUALIFIED(Wit USE W/ HV BLADE (1J 6063-Te ALLOY AND TEMPER 926' eq R 12 .00 Q9 HV TRENCH TRACK QVALIFlED FOR USE W/ HV BLADE ONLY. TEMPER AwS.S.A. American Shutter Systems Assoclatton, Inc. 4268 LYestrwds Drive West Palm Beach, FL 33407 1� HV RAINGUARD QUALIFIED FOR UU(��I^^I))E W/ HV 6063-T6 ABLLpYEAND TEMPER, wc. Accordion Shutter System BLADE N1 W/ OR W/O HV. WtDOW BLADE No 107 HV CON MATE FOR USE W/ W BLADE II & 6063-Te ALLOY AND TEMPER , 7 e�W N.V! � mwr DEVAmx� © LOGKER FOR "i LOCK .cunouen OVAUFIED FOR USE W/ W BLADE 1QONLY 6063-76 ALLOY AND TEMPER 3 ONVAU063 FOR USE NV BLADE 1 & ROD 606]-TB ALLOY AND 1CYP[R ® LOCKING RODS OUAUFIED FOR USE W/ W BLADE( q 6063-TB ALLOT AND TEMPER /INSTALLATION WILL REQUIRE A 7/1E n ' 1 ® e OMATE OUAUFIE600630R6 U6µELOW/AND TENLPER I ONLY 6063-Te QUALIFIED FOR USE W/ RV BLADE 1 & 6063-T6 ALLOY .(NO I—— 31/2' cy1/4'. 0-20 AISI 04 SRIc c THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q ,HV R O K OUAU ED��OR USE W/ NV BIADE(PAR (U ONLY. .] AFTER RARTw BEFORE RIYETTING l/*0-20 RIVNIm "-13 "" I/R6r 7NINY 1xW N% AS uNNIACNI✓m BY AM Dn. M4 lLNSLY a]0N OR rsc . FO USE W/ W )E 1(�'ONLY. "L N1®DwN CYUNDEFt ON 1 LYMNUf% Oe7T ILK .125' Mee te6d51uw1 OR wryR OR wry 1. 7 u: GRwOd 1.75 u. . ® HD LOCK 9Y RECENT HARDWARE UGRTTSE LOCKS SE1tl6 23M NOON BOLT LOCIL QUALIFIED FOR USE W/ HV BLADE 1O& pA v �w a I� ,,I,Pw.•EKTY-rec.;r][/.� i ,,, CyY "`I ✓� i i * ; o]Ol] 161E60. wG L TIWT TESTING & ENGINEERING COMPANY 6133 N., m s1. su .1m, xex, wove, nM.n, u1 . m.: (Smp]I-101 mea In.sa.>mn ®-omens "RaPaA tie 3 N16) A.S.S.A. American Shutter Systems A990CIGtI0n1 IDG. 4268 Westroads Drive West Palm Beach, FL 33407 02017 EASTERN METAL WMY, wt. R W Tu Accordion Shutter System a" Bi W/OR W/0 NV. SNTOO,V BLADE er .j MMUTUYI WR' 0] ] 17 nI]mF71-1]B v.••.;20 �.: ,1 /,,...1....a ,, P F-i'FsAPI R�aeF./ineTr No 17_107 _ EEJDRAWING i SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV 8LADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® RV NYLON HAT WASHER © HV WHEEL CARRLAGE AISI 302-303 SERIES 0.870'N3/16' THICK NYLON WHEEL 0.188% AISI 302 SERIES S.S. RIVETS ® NV 1 3/4" ACCORDION PIN W/ /8 HEAD ® HV 2 3/4' ACCORDION PIN W/ ®8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO BLADE WHEN CORRESPONDING TO INSTALLATION 'I1'. SHEET 7. 3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER -'HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET ea]xe' .0 p TYR. B� n EXTERIOR ) Ix' rN. tt To elAOE 1 Nv BWEY 0 eft NNINJGE ABx! LIrv) lA6x ' MT RI.T 2 7/8' ION Nv MV.'DOr cuuAt BEP eElatFN A625' 750p' tE 08x!' OPEN61G5 U ! 3/e" i 2 1/4 )500' aTroEEN TYPICAL HV WINDOW B AD POLYGARBONATE HV WINDOW N.T.S. OOR ® ! j I! Ix' NeA C E[ TU IsAOE LW -� DR ® ' l ['PI EXTERIOR f HV Pal ® UN 1T R (uc N KNUCKLE. (5[[ NOTE • Pop REWIRDIFNT!) ASSEMBLY LAYOUT Oxon mrEco. mr. I TILLN' TESTING t ENGINEERING COMPANY wa NR aew s. sx am. wwu O'eroq n6im. u xIR..: lam7en-l!]a , foa :'(wspal-lul .-md nN:oOW.cwn Is-000mlo YiAtTIA A T 1 b. 67 R01®A Ih f NI6T a1AlE .ows• ��=_, aexs .osxs' *POLYCARBONATF IMPACT RFga*ANT HV WINDOWII BAYERMAXROLON 3103 POL7CAR80NATE RESINS, W-STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXPN 103 RESIN (SEE NOTE 'F' ON SHEEP 19). POLYCARBONATE SOURCES FOR Ir11LR.,f.Dpp6p alnt/aa uvovm msmc asu mvwn r�o s us.moue ea aRme mww 1a� an mea ew1 sh' aeo a.' N9[Rm ,RmN:K A5M We 0.,m R.l 0.0m W !WI/M CMK1M Y OOU Aa::l mM IL%Y R4 ISN] Ma IiAvrvi Rmuus area: .Tn oaa an6oa w an.6m w Ta. rm em: mM :e rt-ah :a nrh emr ooIM 6m w.a ax a eu a Ru RVC 41l o `I Ilu N,a[Y ,alv a,,YIM la.o • wGe9 KD � GIN .m o:v Teau ansom Nlal Nm w ewa e.a aea R.a la®r a:w 60ot rmoom eao: w Gel w sdm e.a AmS.SwA. American Shutter Systems Association, Inc. 4268 Wastmods Drive West Palm Beach, FL 33407 OR W/O NV. LAWING No 17-107 rN ER ITE v ©-0-©°A©•O-@- ©®m�•Op1®•�n TYPICAL M HY BLADE SHUTTER ELEVATION N.T.S. * NOFEST)N HV LOCKS AND G N RMAIM 1. YN✓2Mff OOITORIm1 /11 ONE He LOCK @ Or 0 SKALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORBtCW ]([ OF SHUTTER SPAN FOR SPANS UP TO 105', µ0 FOR WSr DONS T ANY ELEVATION. HV LOCI( ar Q� 4AY BE USED AB µ INSIDE ON OUIBIOE LOCK, ATTACHED TO 1 OR 6 CENTERMATM W/(2) IATION. 0 x 1/2' LONC FIAT HEAD S.S. M.S. LOCATION OF LOCK SIMLL BE AS INDI SHUREq ELEVATION. 2. IF DES FOR SECURITY PURPOSES, UP TO TAG KV .00Rs OR Y BE USED µ AN WSWE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENEEMATES M 02 51MLL BE AS W ACA77110N L BE AS MD. -,.— AT STACKING POSITION (NON HURRICANE POSITION). Lu R & ONE M LOCH d Or ®0r ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR eaw 1/2 Or SHUTTER SPAN FOR SPANS UP TO Or' AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOOR 0 a, 0 a 0 MAY BE USED AS AN MOE OR OUTSIDE LOCK. ATTACHED TD 0 w 0 SYMMERrAL CENTERMATES W/ (2) 1/4.-20.x 1/2- LONG RAT HEAD B.S. MS LOCATION OF LOCK SHNL'BE AS WDmTED ON TYPICAL SHUTTER a ATION. USE OF LOCKING NODS 0 W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. Ev *NOTES ON HV -1- LOCKS AAIQ CENTERMATFS- MNGNUT OR W 1/PA-20x1. S.S.MS. WTO A 1/1Yx 5/8' RIVNUL�OCR MAY BE INSTALLED AT MlpfiPµ�OR 12- UAXIYLW AND BELOW YIOSPµ. USE OF 1W0 IOCNING RODS �9 TOP AND BOTOM IS MANDATORY. • NO-EaEi ONE KTERNATE NO LOCK 0 MAYBE BSEy W ME, OF 1(Y LOSE OR rM ANY SPAN µD MALLANONS. AT ANY ELEVATKRA ALTERNATE NO LOCK 0 MAY BE USED AS AN INSIDE OR DUMB LOCIL ATTACHMENT OF He LOCK TO ® Is W/ ] 18 x 3/8' FM ssm-9• µe Icmm REIMORCD= INSERT AS AS WHOM! ON SECTIONS WS- µ0 HDC-H C, SHER 10. LOCH MAY BE INSTALLED AT LA➢SPµ OR 12' MAXIMUM BELOW OR ABOVE MIOSPµ. USE OF LOCNWG RODS 0 5 cm EIELY MORAL. L114r,...•CEN.;v V -- J SF'•., QW17 mTrCO. v:C. 02017 EASTERN METAL SUPPLY. M Accordion Shutter System 9 '■Y.�■�. � L E C O I N c. TILUT American ShUttar SpfamB KK BLADE gI W/ OR W/O HV. WNDDW R/AE rxa x oaN mAllx en Le p TESTING 6 ENGINEERING COMPANY aw xt aee. v.. nAOam Inc. I Olp Is-OB5 T/2T 1 OVID 07 27 17 ASS 1A�� sia av, TA✓,,) .... aaI (xa)sn-IAa1 268 Wastroa, Wee -'.sis/-..--•''6\`%IEEEE ANAL a a DRAWING No ®amnl•<'GOT a0 , LDrive3 t Pal West Palm BeOch, R JJ407 EN ,,11 WUVI A BILK I. P.L 17-107 . O r Cru lelydal, 1— RON A U6 E "is, CONCRETE: AtYRORS (SEE SCIaWLE ON SNEET 1] ) (ME Ya1Nl 0. 9Nas J) ' '^- •� / / 6 SWEZ oM W/ 1/+•-2o m slaEr u) xulb o Ir o.c % I %% .._: 1• USMG 1/Y--m NUTS /. I/2• . E 0. / // // .250E YaA ' :_,� 3 OR 18 J / _ ✓ L' � /;,,, � � \ C .ESo' Ya.. Efa> r %` C .2w• - : �Pllwui Ne. 9OMAW O�p�901 I I 9� Ipermm aN90 ) DR ®O I Am. "STVsG j 1 E19SN:o sEPUMT TO CLASS OIA55 (SEE scl,M E ON sNCEr 11) 1 WA55—� YW. SEDAPAMIN i0 RASS ; (SEE SCNEWIE ON SMET 11) I STING � G @HY—MLL HEADER INSTALLATION RQ NV WALL HEADER INMTA IATION • KEYSTONE wsTWG asy / 1 I OR ®O ' ' 1 UM. SEPMAINHI TOOASS Easlouc� (SEE s HMU aN 5Nm II) 1 rO / IL a� uw. seruunOx r0 wits (SEE SCNEWIE ox SHEE7 I,) GIASS I DUSTING J , f aPFIONN. /27 13 as I i / (ca,LREIE 72 "" �J / • �-�'• Ip'P-20.a/s' S.S. PHaMPs TRUSS NGO �J •/ / ' Ern. ANCIge / ; J / ;/ / / /. a... 18 EO EO- GENE SCREWS URN v� t/4•-2G NUfs O 12' O.C. / / .•/ CONCRtIE MICH016 sc � ON 1/9'140r]/S' S.A PHIIL➢5 NEED wtf0,6 SCREWS PoUIRO WHCREIE 04 CONCPEJE MI (SEE SCHEDULE ON SNEr 1]) // / / uIM1 ppp[a COxCREJE sa: OR CONCRETE BLOCK J / 1 W/ IN•-EO IwTS O la•.O.C. F " RmMRm OD HV WA SILLINSTA ATION I scci1)mo(E ON ANCHORS : RED caxouTE OR ocNaltm 814m OF HV WALL SILL INSTALLATION e71gN uair roR caYa xmu Dr c��; WNL Rtauwm © HV WALL SILL INSTAI I ATION I- SEE SNEET4FOImsr GOMME r L 0. INSTALLATION DETAILS W/ ASSEYaLY 2- MOUxRxO SECTIONS; w BE COYBw2D W WAY SUIT Utf TO AW MSUMAlpx. mGE MSTUAE • R amx5 D< IRF FOR (SfE SPECOIGTONS ON SNFEf I]) r rr . BLfOE W SxFLT 19 f'I Y BLADE 1a1' AA / '-.� FLORIM BUILDING CODE Hon High Velocity Hurricane Zone JCENS••' '� F• 151 020n TIrzCO. wC 02017 EASTERN METAL SUPPLY. INO, 4 �Lr A.S.S.A. Accordion '� Shutter System y . i C '•••. TILUT TESTING a ENGINEERING COMPANY ITV. BLADE American Shutter Systems w. K #1 W/ OR W/D HV. PoMON g/4E mac n rt DRum Im =- oRloPi _.CErw.,r ans xa .w. L. mr. wi U90raa nRmo, nclm. yr Aeaoclatlon, Ino. I L.e. IXD 15-am 7/2, 1 MID OJ/2J/17 =.s'-' ........ /ONAIE W� RMA : (wa)en-taco . ro. , (]O])OJI _1.1]I —�. WioOw 4268 Westrocds Drive 2 Wael Palm Beach, FL 37407 a DRAWING No 'r�/rnIYA'•• La090aJt9 NEL1M A llllf A. P.L 4 � 7-107 P.E SEAL/SIGNATURE/DATE n9ImE Uc E "'aJ a SHEEP 8 OF 0 NIVRm sCRETE CONC131E MINORS isFE sartwlE W s)NEr 13) w 9lryapl mam 1 OR aNiED EOGE i mm•[ a�p ^ ' Ex,5,1.1'N,G, I I I arwm., i (E 9ANCHOR I _ E%FfWO f UDCAtO q I I I 1 1AN GR S .' d1o.]/{• xEz WAVJER HrAO Sn m. ROT SCREW] D 12. O.a. RER CONCANOICRS ©� (GEE sCHED nE ON SHEET13,it f' �• , W 9M0.iN /EPIICJHE / l l/:/i IFMfiA19CA6 E9U�// DY, FtED !// /�/CONCRETE O.0 O G.0ETE A/`C..O RS (SEE SCHEDULE REaaaED D. RMT MEAD CONCRETE MOUION SHEET 1) (SEE SCHEDULE ON 9OEr 1{) I1 TRENCH INSTeI I e TIPPSF ON HV CEILING INSTALLATION Q HV FLOOR INSTALLATION t HV WALK —OVER INSTALL eT ION DEsIGN.."L�aruaE RATING &'FOR sPpA PEn SCHEDULE d]. SHEET 11 dl{,]/{' M HDM- TEK sn¢Ws D 91 O.C. OR 1/4' -20 SS MS. W/ NUT O 9. O.L I ---UJ w CIJ' (SEE SCHEDULE ULE ON y (SEE SOIFDUIE ON ,T SHEET 14) � IO= O EOIpRED L 0. - EDGE DTTANCE Me JDR TIIiCAL SHUDRI (SEC SPEGInG11pFa IXI SNF[r 1], 1 6 •07 3 001930.{�SDS/ _/ 7I iI1/PL,2.*O ������Ip I/e.••sn 1/2 �/ - ue.. /G, vsrc 1O/{C••-mO/7q 6 1/3' �1l{u/1M s0.s.ro-.5R ACNOTtS E NOR IXD) { O 9' O.C. (SEE SENEIIUtL ON ONSHM 1 NOTE 13(0)H SHM 1{) muED-co$clemrdlSxEET1 OR CONCRETE 91pCREQUOUllR FLOOR INSTALLATION (DH WALL WALIE—OVER INC*AI L ATION ®mow e0s.o mouUN.uINr w,Al I A7(ON W W W SWTm 8'MI T-e• JNIE: TH5 RTAl1A1RIN SN41. OE REROYA9IE WHEN PERTORRED OR ENTRANCE All CPFR•BIE kO]1 •LPJJ[All ��USE rOfl SLUDEI�I INSTALLATION DETAILS W/ (D HV BLADE p 0. T FLORIDA Will G CODE Non High Vetocit Hurricane Zor �gjpps ;•,`f9 -a amn R FW, R L 02017 EwsrzRN Uun SUPPLY. Me. MIERASSA T W �Lp ,� Accordion Shutter Systerr a IEv. eaDF AI w/ DR w/o Kv wroay annE J ,1 TILLIT TESTING !ENGINEERING COMPANY American Shutter $Y91Dme mwaeoy wR daaJ er. La 0...R�p_A:.�t� p` ma3 NW. ]euv s<,9rcr« o+ 11JRJa m:r Association, Inc. 1 D. 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W1N w RUDE e American Shutter stems TESTING, 8 ENGINEERING COMPANY 66scmrTnl wa o6A.w 6e uss 3 554* Re. >: (u. w..153 wc/a 6366Ya. 1-l" ml ph.: (uS)oTo-33�o , rm : (w3yn-13a1 nc 268AssWestI00/ IDri 1 OID 10-OAS /]T 1 061[: m/]T/IP ] - S��NAL Eat' H'' �6,° o eAaal A TALI! J/. PE t Pal Beach. F. DRAWING No Weal Palm n Beach. FL J]a07 3 33 -/ 17—t O/ / //„p•/' P.E,SEAL751CNATURE/DATE R0A°'• "`' E .167 / 6 SHEEi •' B O 20 ALTERNATE INSTALLATION W/HV " " Dc MALE/__FEMALE "T" LOCKS CENTERMAT $ & LOCKERS f (1) HV 9LADE SEE END CaNNECTON DEf11L aN arETG OUTAEK i NnorOa,u rtuv enr, worvar ox vm a � b-0,®w .,.aL"W�]aaa.Na®,arm�,.a,�-»,a. e(��,u (©�.OAu 9A (A aMYm aM IMS Lrl1. Wr R Id'm •iM 11".tf[PW 1 •1L�J'wV %�Y.INII II.Vii a] VHV -T- LOCK (OUTSIDE) r_• 1 Q SYMMETRICAL 0417 mtto>, NG I TIWT TESTING h ENGINEENING COMPANY ISM1.14•. bA R..54 ]M. MVY CI]rra.'ILLrmr ]] �, : (WSJ•>1-1]]a . Iu : (]Mb)1-1v1 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 s e t a utua uN®s w® iroo a our e ss i.wart �� s,af9a7.0 1ae+.s a wa iV1 W ammuns Ur1fllOa.�IN a,oc0 YEIAI sUPPCr, MG Shutter CAWING No 17-10 EIE ,11 PWRED CONCRETE OR ,,/ // V /' ^OROCCONCRETE �J oR CONCRETE OR CONCRETE POlffoo C CONCRETE MALL URED CONCPEIE REQURED ROCK WALLREWRED GLNa( YWl PEOIBPEO , % , M> G GLASS !' BlOO( WALL PFOUOED /CONCRETE ANCHOR- , , �E>RONG GLASS J/,' / %! c 7rr i / Ef161WG GLASS / `. a 16' O.C. ,.(0 F ' / EIN SEnIPArat % r'. i ERISONa am / 2 fi MN. S SOON / / . TO " (SE ��/I{ / % YN v` � E7� Ec EO/ SOEa).E 0131EET I/18 =3' Y.A% /, / 111 FOR I Q) I / // , /. w ans = i I%' 10l 3PNUM1 I 11 fat O.•LE IDAND (6063- T. 5 �IA9 ® % EafOYE Qi ` TIID / + / Sam14E alTo GASS (AfET (IMITH AT Ol 6�EET 19 iai AT EIINM. ��E YLV 1 , a��tr® , aHIDES 6)k vA tld SIDE) sA0f5®A® PLATE. 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Do _—_ ♦SEC UN A110N5 OE USY Pat 6 0R BOOq�Ofl S BtAOE gON SHEET 19 ©oR�11�OR�gi� VIEW Y !� / QA• LAN CONCRETE CONCRETE 0.WAOIE OR t OR P ®' mw©.p. .p.®• ®m^©.p7.ep.®.®. DETAIL MUX END � � © O.0-0 © 0-0 LADE OR 0 HV WINDOW BLADE INTO ®'®•®'5 CONCRETE OR CONCRETE B END CONNECTION DETAIL 50 Q•®.®.®. .®. I A ©O•®-a 0-0.® BLOCK WALL NEC ION DETAIL1ff I' o:ol>1ATEc FLORIN BUILD MGCODE®zanHlcASTERNgh eNETAEwPPErHurnWce=one �jH CEs' .. BER Tv * �� A S S A Accordion Shutter System •a t t TF ; t.a. ■ ■ ■ ■ FIN. MADE #1 W/ OR W/0 KV. YAN00W ■ADE ?3 A/w•^.c11Y" TIWT TESTING @ ENGINEERING COMPANY American SMY}fOT SY91aTa n. otsawnax DAN oaA1m Rr; �iA ,.' tir�ltlA ma ". mv, SU " Am. wOr1A rARm2 namt ml Association, Inc. I OLD 16-M I DaE: 07 27/17 _ I rRm.: UDsk>I-163o , rm 1 (MM)BA-am 4268 Westroads Drive > S/NNALEN��A1j1 ire-Cmeltl T West Palm Beach, FL 33407 a ORAri1NG No WNR9 A lUd Jc PE 1 17-107 P.E. SFAI.%SIGNATURE/DATE rMVA Et / 016> 3 curry FOR LOCK ® W/ NO LOCKING RODS or CENTI:RMAt� 28R 29 W/ ONE WALL YWNIBIG "Urm MNG uaxrwG OR -L - (ft.) FOR NSTALLATONS W/ IE W S or or �� W/ NO LOCKING RODS (SEE NOTES t. tt) CONLROE h WOap YW VJ a6 K1C1 P�IR vUll 1Y➢INC N MaJ) RaaR/IAMG 4pMhIG P.E. SCHEDULE 43 IMUM SHUTTER SPAN*'L+' OR -L-- (ft.) INSTALLATIONS ENTIERNIATIES Ik 1 ONE HV LOCKS OR W/ NO LOCKING ODS (WU0 FOR Moommo© SHEET 7) uuo.M AFA O®1 Na?1 CONCRETE IISGLIATONS M1WR/CBtA9 YWelap ALLMONM.m L. L-La 30 le•ro• IB'ro• 35 1!'-2' te'-10' 40 14'-2" 45 I3•-4' 1 14'-3• SS II• -I' 11'-11' 60 10'-2' 10'-11" 65 B• TG TS INSTMI.n_ ox IrcFx CONCRETE e: WOOD MANSORY WALL A, B, C, D, E. M, N, 0. P, 0. MOUNTING F, K h L R, S, @ V. FLOOR/CEILING MOUNTING G, H. 1. 11, J T, U, W h K N M MAGNUM SHUIIER SPAN la• OR -L ' FOR P.SMLLATGIHS INTO WOOD SHALL BE UYOED i0 IOS pot. ASO. DESIGN PRESSURE HATING. t NV CORNER COM MTE 13 MAY BE USED AT AIL MOUNTING USTAUATIONS LOCKING SPECaI D AT MMU BE AS UDGTEO ON MANDATORY CONDT ON 12 NOIE 15. SHEET 5. tt EGCEPT i T IAAGNDM SHUTTER SPAN 'Lt OR t.- AND MAKMUM AS.D. OL9NG PRESSIRE RATING FOR INST APONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UUTTED A5 FOUtMS: 1- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO a64,_72 P.a.T. AND 8'-0- SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 11. Q HV BLADE 02017 TUED), WC. IL ECO,Na. TILUT TESTING a ENGINEERING COMPANY wv NW. ve. M- M.. Fv. M.aa. eA.ma Rem. w Play: (SW)a7I-16ea. Fm I D05)9I1-I1t .-mN: MHca .. Ee-00or?" WAUDI A TLMT N. P.E FLaRaA L I Nlel ALST.S.A. Amadcan Shu@ar Systame ABDGOIatIon, Inc. 426B: Weslroods Drive West Palm Beach, FL 33407 (1) Lf: NAOMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ASO. DESICH PRESSURE WING. L-: MAIL ALLOWABLE SPAN FOR A GNEN NEGATIVE AS.D. DESIGN PRESSURE RATNG. (2) PROCEDURE TO DETERMINE UN611UM SPAN FOR WALL MW GS (LOP/BOROM) OR R00R/CEUNG GNEN A POSTIIVE AS.D. DEMGH PRESSIDIE ,MW, DETERMINE IWONUM SAW 'L+' FROM SCHEDULE. GIVEN A NEGATIVE ABA. DESIGN PRESSURE RAIPW, DETERMINE MAGNUM SPAN -L- FROM, SCNEDIILE. FINAL MA%NTUM ALLOWABLE SPAN IS EQUAL TO THE M9iNDM DETEATTRED SPAN BEIWFFN 'Li AND L- (3) PROCEDURE TO DETERMINE MAIDNN SPAN FOR COUBa1ATIONS M BETWEEN WALL NOIINTMGS W/ FLOOR/COUNG MOUNINGS: FOR A MAVEN POSITIVE ABA. DESIGN PRESSURE RATING: DETERMINE: Lli- Mix. SAW FOR WALL MOUNTING INSTALLATIONS. LN- MAX. SPAN FOR FLOOR/CDUNG MOUNTING INBTALunaxs. FOR A GIVEN NEGATIVE A -SO. DESIGN PRESSURE RATING: DETERMME LI-- IIAK. SPAN MR WALL MOUNTING MSMUATONS. LI-- IIAG. SPAN FOR FLOOR/CEILING MOUNTING MSTAL"VOI 5. FINAL MADMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN Zl4.'L2f'. 'LI-' AND 'U- IWnI FINAL MAGIMUM AS.D. DESIGN IE UADUUM ANCHOR Accordion Shutter KV. MADE AI W/ OR W/O KV. 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ANCNOa TO SUBS m 9 BE M FaLm. W TO Ca5IN0 Pour® COXCREr- (I rR - ] AY) ANCHORS SWAfJIN: 1 FY M - 1/4'0 TAPCON OR EAPCON WIN ADVANCED MREAGMRY TECIWQOry /HONORS. AS WDOFACMREO BY LTM BUWEC WrP - ] APj _ 1/40e . 1/4• AIL POplIS SOIa-SET ANCHORS. AS DCTWBOED W ALL POINTS SLEW, TAPCON OR tAPCON WITHADVANCED BOLT S SPEC W COuPNNY. (MN. To - ] ►) - 1/1'e OWE TM CONCRETE MGHONS W/ CM AS WNOFACNRFD BY RODDA FAiiiO—a DUELT, ING, (WA h - x W) EBY AIL P�S Itu ORPNOR MMAPPRONED =ND ORVORRED 1ENOtRGeaREOWMERIcAN lORTuR SCREW. 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PLYWOOD TO BE AtGCHRD TOSROS INOR4a10E ACCONCRNCC ACCWOH WTIN SECT 2s0e or THE raC ©SECTIOEj121TH Ge of TE HV WA SILL INSTALLATIONATION Fat,N "(0)hK-WALL-SILL INSTALLATION w, lJ FLORIDABUILDGCGDENon High Yeloc `(eR %/''"A 02017 CO. wC 620E1W MEd& SDPPLY, MC " vCENs� •., v A S S A R TM 11. E C O ENc. , Accordion Shutter System T i HV. NAME 91 W/ OR W/0 KV. WNDDN BADE TILUT TESTING a ENGINEERING COMPANY American Shutfer Systems Aeaoefatlon. Inc. 1 mD oases T/1 wro oT/n n ,o, :•']Q',i ft.; (2D.Jmh16m, m.: (M)S71_1ST1 4266 Westroods Drive 2 Rioa.•'�4YY` �-m..o719 m Wes( Palm Beam, FL 33407 2 DRAWING No W1 Lf M167 ffj n—t o� D [I me NUL fINSH SPAN k DESIGN 0 1 4 TMCCN OR - / - LQAD FOR IN I MNCEO 451e• (1G.) DUSTINGNMWIC W 11//22 "UNETRATON 0 1NREAOFO ARCH 1/4'0-I J/4• S.S. REWWED. STRUCTURA ADEOOAC'/ ... TO i EOSTOM n000 NUAER. P OLMPS P& NEAO Or COSTING WOOD MEIN TO K CERMIID) MY M1 \ (sIE SEEIEIME ON SHEET 115) WA WMACKNC OMNPSS REGESTERED ENGINEER [ -T8 O 12e00. 9�10 �IS6fw1,ITTpw �) TA= OR 1/4bDN 33T wDH APCAOVMCflD MREApryRu CNNOn tE j 5 1 1 2' WTI' EIHNETMTON K TO PIOu +DUSTING MN 2.4 (SEE SOOONIE ON s[ET 15) I GLASS I HONER REO'D MIN,SEDMATON TO UMS (SCE ScIeotiE ON SHEET 11) ) CASTRO GU55—I O$ HV WALL HEADER INSTALLATION ATION i ml w nD w s', 1-s¢ sl¢I 4 rm 2-4Nwnve amNe¢ cw w�M " r nuce w Axr 4m ro as Am D4GWTIDL - OHV C w Met SEPARAng1 TO a IS 1 m J ��(SEE SOl20MlE QN SHEET 11) I,{�jIIII COSTING IpW EIDSINgISS--) ) c-S\ I DA[ li 1 Iry uTEe TAPCON wrIN AONMCas " TilpmlE Y INREAOIORM TEbWOLOGY W/ 1�4'-2 W/ 1 1 3' 1G,. PNiflMtON O 13 O.L EYEING w� 1�¢MIX. (SIX SCIR)[aE ON SHEET 15) 1 o w ]18- M. 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(2' Mi NO1eNL ODM W/ 2' WTI TTON Or THROAM REA WD'FM IWALIATIONS wnN Too A A£D. DES" LMD AND i YAB' uw. DECK REOWiEO IF EDGEMRJQADII ..3v1Y uslERn uET.N wPPLr, we BERIHATN Accordion IMAM #1 / OR Shutter KV.WMWSystem WX CAWING NO 17-10 END INSTALLATIONS C) HV BLADE OR dA WINDOW BLADE INTO 2"K4 MIN WOOD STUDS :•a• Y!l ppp rsnw smn Y.• u rw. I ®IW OAO� R1Rp olk O.O.O.O-Q1.6 END CONNECTION DETAI t1m'- ssa ie w" OMIT X=. pG Pi LL ECOIM�, * TILLIT TESTING $ ENGINEERING COMPANY NSf xl .16N 31. fl•. bf. MPpM W✓DIX1.. M1 10 N �� PMN :IbsMrl-If]p.lal: (M!)Dii-IS]I ��; Y�Ka0•Nsum ®-moena WLRA A It1if 44 P.0 Alt M1eRLI. It r NISI Ip 1'p Y••L y.1 .w16 �urocpnu ml pip cu END CONNECTION QETAS � �6 W Ip Y/Yf WM 1F! �Yi SEE uY AUONS Or USE F0. BUV)E Deli SN[!T IB amo awa A.S.S.A. Accordion Shut """" American Shunter tome H�' tlAOE dl W/ OR W/o NV. Assoclailon, In��e, ie ol0 1' 5-08 oBs TM I 42Ge WesVoutls 1Adve West PCIM Necch; FL 33407 a UIWING No 17-10 Oe�n n M. AN W. 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Q0 TWat A-m 0MINE.0 G-60 mv. STILL L MRS " IV oz, Is o W O.C. 06-0 Mom SEPARATION iro GLkSS (SEE SCHEDULE) CC110 FOR NjjjHALj2fhLJNAp"KfggyXgN _5jLLflM M-IMNSTAI I �ATJON TO META STUQ WA S I. MM. A.S.O. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNnNG:(9ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 KV LOCK ARE ALLOWED WITH 21 ARRANGED Q A METRICAL LAYOUT. USE Oq(2) (35a(& LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE OF CENTERMATE. a—In/Al r-a ALUMINUM c_Lccv_c_ 6063-75 ALLOY SEPARATION M GLASs scHmui r 3000" m = .. ---L WIND ZONE MIND/UM ASTIM E-1996 SEPARATION TO GLASS I THRU 3 4 4- BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2- CENTERMATE@APPUCAYION WITH BLADE 4 D.C. MS WALL - HAD O/sILL INSTALLATION C". rot, A Gomm) IL — SYMMETRYCA 'AM 4,TENTERMATES W/ 2- '[.INTERIOR ACCESS 51DE-7- vf 7i IN IV Min) IN 21 21 21 21 t-3 I/V 3 (a Min.) 2 7 5 1/2* mAIt. �K m —DETAIL ±LYE B_VQ FLORIDA 01 .."Vik 14ant? TILTITC). W. 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