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HomeMy WebLinkAboutProduct Approval KIS Home Log In user RegnaraEon Hat Top. SubMt surcharge hms A Fads Publ¢auons Cpntaa us KIS Site Map L,nks Scamp dbpr 'y�Product Approval G i�)us¢R.rnm,c uu. PrWJ t Approval Menu>Produtt or ADOIMt On Search>AP21121 on Lot>Ap Ai .n M 11 FL* FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeleyQeasternmetal.com Authorized Signature Bill Feeley Trod riguez®eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Welter A..Tlllit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence - FI389 R9 CGI AM RI AN SHUTTER SY5T M ASSOC., INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FI 389 R9 COI AM RI AN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE f 11.PDF FI389 R9 COI MERICAN SHUTTER SYST MS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option 0 Date Submitted 0911612017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of products FL p NtWelt Number or Name Description 389.1 tithe HV A<cadron Shutter-Blade Extn+ded alummum mteriockmg blades retained by tracks(top 3-(Non-FNHZ)-Drwg 17 108 and bottom)for storm Drotection Limits of Use Installation Instructions - Approvetl for use In HVHZ:No fL1E9 R9 O AMFRICAN SHUTTER SYSTEMS ORAWIN•1? Approved for use outside HVHZ:Yes IN BERUTA IBI At,CORDION m_ff.LITTER SYSTEM.PDF Impact Resistant:Yes Verified By: Anirnun lest Lab of South Florida Inc. Design Pressure:N/A Deated by lndependent Third Party: Yes Omar:Large Missile Level-D",Max span is 12'-3"for 40 pst Evaluation Reports positive ASO load and 13'-O'for 35 psf negative ASO load the FL389 R9 AE A ERIC N SHUTTER SYSrcMS DRAWING 17 HV3 blade w/o window blade,5'-2"for 110 psf ASO load for 108 PRODUCT EV I IIATION EPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,W-11"for Created by Independent Third Party: Yes 55 psf HV3 blade w/window blade working in unison,Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79'for max.ASO pressure rating of.72,-72 and 84"for 64,64 pill,See sheet 5 for other spans and ASO / pressures. 389.2 HV Accordion Shutter•Mada Extruded aluminum interlocking blades retained by tracks(top I Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection Limits or use Installation Instructions Approved for use in HVHZ: it9 11 AMERICAN SH 1 R SYST M CClY Approved for use outside HVHZ:Yea INr DRAWING IT 107 BERTHA IIY ACCORDION SHLrTTER Impact Resistant �e, 575TEM PDF Design Pressure:N/A Veri!ied Hy. Amrmm�Test tan Of South Flonda Inc. Other: Large missile level'D'.Max.Spun is 16'-0"for 30 Created by Independent third Party. Yes p.s.f negative ASO load depending on centemates avid locking Evaluation Reports rod configuration for the HVI blade,8'-0"for.64, -72 p.s f. [LIU.-82 ERI SHUTTERSYSTEM A5SQL- A.S.D.load for HV blade for Keystone mount+rlgs 7'O'p.s.I. (7Jr DRAWING 17 101 PRODLu f Cu EVALUATIDN for metals stud mountings and 8'-0'for 110 p,S.f.for HV1A RLmffdf working in unison. See sheets 7, 11 and 20 respectively of Created by Independent Third Party: Yes installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)- Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No t1394_B2_.11 AMERICANTTER SYSTEMS ASSOL.INC Approved for use outside HVHZ:Yes D"WIf'(= 17 106 BERTHA HV ACCORDION SH TT R Impact Resistant S.TST.PDF Design Pressure: F Verified By: American Test Lab of South Florida Inc. Other: Large misvlr max. ib 0"span at 30 p.sJ ASO load Created by Independent Third Panv: Yes for Blade I and 18'0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FI 189 R9 A_ A- ERIC w SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT POF Created by Independent Third Party: Yes E 0 t.knfMt!b :)60I tifir�•.w Yotl TxFWrvr Fl 111W in,w 010"A 1 :a)a Tnf Smu 0 Fl a an WHO empWVnr rM riMt)na))nll9ne ar FbMf.-.Fnvvv la ♦ccespd'xv Slit ufli,u.R:n mi Un0e,".rd....XnM xabWF f.e p !*` 'ix.mr,,11 rou Ou nni in f pu0iu r<i nnl� ^iluf5l,W nnl f<�,1 rN(1Fni( nae m Inn entnv InMMa.rmW11M MK[UV yrorN a Or Ir.lxxrof:mf.i II you nu<mr auesl'anf.q<fu nMUn tlNl W).Uaf am ie Sk:..n fs5>)5111. FMriN SYIuieS.(fN(Irvf f:(lppfr 1.}a:).I,uMYM1 n(<nrla uMer Cnfqer fs5.F 5.m.,01 PTvgf Inf OgXIrMM .en.nr w lwx*'I.;m vva oM TM nrnWr p.Ovgfp TRAY>'uieE!ur uRKii(wnmuN(ItM Win Iff IKfi13R rC r enNY p.]rCUet 1R puNq,f(qP.R yCY aP Mi wM b WPpIY a pe+fOnY tlWMi.plltll Grov.de ine punnNni wnn en errwl MMv.nun(en oe m.Ee avfJfor<ie rn!puq( 'n aflermine+rw fie a Kemfe unae..nrger fs5,r 5.pkaie(i[k IyQ ptpetce App,...I A— U; W im r--- ■ GENERAL NOTES: B,aM N.V.ACCORCILM SHUTTER SYSTEM SIfiYM M THIS PRODUCT WALWTgN DOCUMENT(P.ED.) HAS BEEN Y IFIED ON CO4WLWICE W ACCORDANCE WITH THE 2017(60 EDNION) OF THE FILRG 6UILOWl 000E,THIS ACCOROCN SHUTTER M'TE41 SIMLL NOl BE SWEED AT HON'FLOUT,WRNCINE ZCNCS, XSRIN TWO LSVDS SH41 DO DETERMINED AS PEH SECTION 1620 OF THE AMOK MENIXNED GOCE,FOR A BASIC MWD SPEED REWIRED BY TIRE JURISgCTKaI WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTM1fD WITH A DRECIRINAEIY FACTOR 1Ie�.BS, USING ASCE 7-10 AND SMALL NOT EXCEED THE MAXION (As D.) DESIGN PRESSURE M1NG5 INpGTEO ON SHEETS 11 `HeU 15. 19 E M. IN GREER 10 NERITY THE ABOVE CAOnRN, MNINVE DESIGN WHO Lp05 DETERMINED PER ASCE 7-10 SHAH BE FIRST REDUCED TO AS.O. INSR:N WIND 1llN5 AREA 1: HV BLADES n & w Br IµnP rea THEN W 06 N ORBERIO COMPNS THESE W/AAA. (A5.a)BERGH PRESSURE RATINGS NEDEATED CN SHEETS 11 THMI 15, 19 t 20. GENERAL,NOTES J�rMT]2 M I,,,TO qNY THAT CO4NOTOBS MO N1CMR5 ON THIS P.ED.,AS TESTED,WFRE NOT OVER STRESSED.A J3 a INCREASE N NygNSUB STRESS FOR WORD LOWS WAS BM USED IN THEIR SYSTEM COMPONENS 1-20 ANNE A IgME\EN,A NNO DUATEM DOCTOR Co-t SO WAS USED TO VETCiA OF FASTENERS N NOCO. SYSiEN COMPONENTS 21-37 6ERIIN M.V.A0.OWU1 E,,I S,,Ear,/LEptYY FOt WIND NO LIROE uS9EE IMPWT LOAD HAS MEN KNFED IN ACCORDANCE WIN SECTION 16091.2 OF THE ASEWE MENTIONED NOE AS PER TYpEM,SHUTTER ASSEMBLY JB-44 IOC MEMORIES, TYPICAL WINDOW BIADE R WINDOW DETAIL -ACV BI/CE(D /D21441-03. /0715.01-00,JHOKN 01-OS, /1214.01-05, /O017,02-06,/0609.01-10 ARE #0210.01-11 AS PER TAS-201,TAS-x02 AND TAS-W PROTBCOS AND ROW E-1866 AREA 2, HV BLADE It AND HV WINDOW BLADE bA Al0 E-Fee STAAUN9(TUBULE LENS 0,WIND ZONES 1.2 e J)S P220.01-10 AS Kk FAR 201,xJ h x01 PRo10CII IAI TORE. 1W FRE APPLICABLE) -IN WNRIpa BLADE Q 11050501-08 A9 PER ASTIR E-N6.M AND E-1996(4K59LE LEVEL 0, WIND 20NE5 I, 2, 3) RMOC PROTFCFgN pEY NO /01x6.01-811 AS PER TAS 202 NNDOCOL TYPICK SHUTTER ELEVATION M NOTES ON LOCKS SHEET 5 NSIWWIWN OETALS A-F, CONCRETE/SAUCC* SHEET 6 2 W SLADE p NO W WIHOOW TRADE ® ARE ENGINEERED TO WORK N UNISON NIX EACH OFFER UNDER THE GEHERK LIMITATIONS ARE CONDIIgNS OF USE INDICATED ON SHEET 19 1145TALAVIO R DETAILS G-M, CONCREIE/BLCCN SHEET 7 3. BERTHAV.M X. ADEBRENYN INNS (IN 9CTEW5).USED AT FAADES KNUCKLE AND FOR DREG MOUNT CONNECTOR 10 TRACNS YW L BE PT4N27a AO/11a1.]5 ROKCTNE W LY, 410-W NNIN SERIESCENTERMATE W SHEET B STAINLESS STEEL SEVERSNN 1J5.0 b 1Fll1 STIV IGTH AND ISO EIISM Hi TE StREHGR1.THINGW S11 BE CO41ED'MRN DERDW Mi DACROaEpD fN,TNOTQI S AS WNUFACNRED BV APPROVED CSMCRMAR KIERHACRINONG DETAILS H! SHEET 9 CMNC A0.GTp6. RE(.l9TFRED NN NOEAN SHUnEA SSIEUS A40CATKN. A6 MUST BOR THE IN WAKING ON THEIR HEAD, 4. NE"NOUN EXTRIISd15 SHALL BE NLYIMN A550CA1CN AUUM AND TURNER AS IWICATED M SHEETS 2 AND 1. NHWu ORLD STFfOcN FOR W6J-T6 ALLOY IS MO"i AND 35.7 4w PER END CONNECTOR T DETAILS 1-6. CONCRETE/BLOCK SHEET 10 E005-15 WALOY, ANCHOR SPAN TABLES SHEET 11 uKINOR SCHEDULE- CONCRETE t BLOCK SHEET 12 5. ALL SHAUL TO BE STNNLS1EEl 31M ON 316 Am 6UOS BE CORROSION RE95FNiF M41E0 CM9'N 52U AS PER PAN SCOIe NIX SO b MIL YpD SMIIGIH WO 90 4v MN. iFNSM1£ STRENGTH. ANONOR SCHEDULE- CONCRETE M BLOCK 91EET 13 NP SHALL COMPLY W/FLORIDAOR BULLAk GOOF 4CIIOM 241 t.3.14. ARGUER SCHEDULE- CONCRETE k BLOCK SEER 14 e. BOLTS TO BE ASTIR A-W7 GRANTED S1FFL OR WeN 3011 M 316 SERFS SIAIEES9 STEEL.NN M W MWWM YIELD 9ADWTX. ANCHOR SCHEDULE- WOOD 9EET 15 7. SEE THE FOLLOWING SXEET5 FOR ANCHOR SPECFIMTIO@ HV BLADE O: 121114.15 AND 20 NSTALUIIOX OETALS M-R,WWD SHEET 16 fry B{ACE Qi t O 1VORKOD N LMBp7k 12. tJ! 13 NSTALLAIpH DETAILS 5-X. WOOD SHEET 17 END CONNEVION DETAIS 7-12 t X. WOOD SHEET IB e. THIS RENTI HV.ACCOROOX SHUTTER$111E31 FEARS A U.S. PATENT 16'779.582. COIPOIFNIS Q T16 ANROVA ARE COHERED, IN WORE OR R PART BY V.S.PATENT /5'458.179 ISSUED TO EASIENN LETA SJP0.Y,NC. AREA 1 HV WINDOW BLADE IAA ONLY 9. R$TWL BE THE GGES H iM EFOIN.CONTRACTOR TO KRNG THE SOUNDNESS O THE WNSFRIACTURE WHERE 70 PRIV IS TO O AARM O i0 INSURE PREPLAN AVCrHMACE. COWRACIOR i0 SFAL/CNIUt AL 9HITTEA(%11PORM EOLES WHICH REWIN, iHRU FASTENING IN CPNTINVOVS CONTACT WffX THE BLIAOWG 10 PR[VENI NNO/RAN IMRU910N, TYPICAL SXUUER EIy'yAT1p1 SHEET 19 -0. EACH UNT N5T BEM PERMANENT LABEL IN A V1151BLL PLACE WHIN WARNING NOTE: DURING PEWOOGI O HRMNGWE WAMWGS NONE ONNO, TFNWI.M OTHERS, MUST PROPERLY CLOSE AU. M'MO M AREA L. HM WINDOW SLAM n ON Y cF31IEp1AlE5 ND ENG1Gf oR LttK ALL W AHU NO LOCKS. 11.SHNTIER~AtTURFR'S LIRFL SHALL W LOCATED ON A RLADILv NSAE LOMTON AT ACCORDION SHUTTER IN ACCORDANCE NM SECTION 17(RUF3 OF FLORIDA DUWDING CODE. ONE LABEL S. SE aNTNUTON MARS. METK ME, WALLS SHEET 2D RA[ED FOR nianr CVENN'. LABFLNG TO CONPLY WITH SECDCN 17W 92 OF THE FlMd BWtONG CODE. I,BUGHA HV,A IOW RUTTTEN,SY ,,INSTALLATION S1NL COMPLY WIN SFESS INDICATED IN THIS DRAWING PLUS ANY SUILUNG AND ZONING REGUUTDVS PRONGED BF THE JURISDICTION WERE PERNT 6 ANTED 70, 13. (e)THe P.E.D.PREPARED BY THE ENGINEER IS GENERIC AND DOS NOT PROADE NFOONMTON FOR A SITE SPECIFIC PROI i.A, WHERE THE SITE CONDOKKIS)MATE FROM THE P.E.D. (6)CONTRACTOR To BE RESPONSE FOR THE SNFCTON. PURCHASE AND NSTAwTgN INCLUDING UFE SAFETY Of THIS PRODUCT, BASED ON INS PED.. PROWDED UE/SK DOES NOT DENAIE FRON THIS DRAWING SHALL ONLY BE USED TO THE cONmwNs mAED ON THE Da Fff, CONSTWKc SAFETY AT 51rt 6 THE CONTRACraT'S RESPONSBIETr OBTAIN PERMITS IN THE STATE OF FLORIDA (c)M6 VE D. NLL BE CONSIDERED INVAN IF ALTERED BY ANY MEATS. (E) SITE SpfRY PNXICCTS SHAH BE PREPARED W A UMIM REGSRRED ENGINEER OR ARMHU T WHICH WILL BECOME THE ENGINEER O RECORD (EO.R.)FOR THE PROJECT AND WO WILL BE RE5PONSIBE FOR THE PROPER u5F OF THE P£D MONEUR OF RECORD.ACTING M A CELEMIED ENGINEER TO ME P.1c, ENGINEER SHALL 9UI TO M6 HOER THE SIZE SPECIFIC ORAWINGS FOR RENEW. (eJ ORERNAL P.E.O. $NHL BFM M MlF AND COGNAC Sr,WHO SGIMTURE OF THE FROES9p«L ENGINEER OF RECORD THAT PREPARED R. puAAAAAgy FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone IF e2011 TXTECO,HE 92017 EASTERN NET&SUPPLY. WE W'9 ASSA rr Accordion Shutter System IL F C O INC. ■ ■ ■ ■ HV aAaE/1 W/tlE W/0 HV W1DUV RAM j WW 1 TILLIT TESTING k ENDINEERING COMPANY ATerAzw la ion, Sya1BTi mE NX W. 27 AIDS....x1..M IN M.uEXRN.v1 268 WeOTIOU, Inc. 1 aD 1s-165 /n 1 IA1G 07/Z)/1] pl- p05A71-13D.Fa:(30SAII-Is31 4268 Westroatls Drive i DRAWMG No R ' N •-niAH:ex«AM.W. West PDIm Beach, FL 33407 i _._!y+S�.........• jHNIdA n-663Ow A 17-107 ONALE ,I MAq A ONR}.P.C. P.E. SFAF/SNsYIAYUREfMTE ^�`IN./«1D SHEET $ a UNNERSLL FLOATER R COVERED UNDER US PATENT / 4 179 WAUFlED 1 USE / ^ DUHIflEG FOR USE W/ NV EMPER BIADELL (� 600l-T! LLLOY AND TEMPER IFI D FOR U W FV 3-76 ALLOY TEMPER 'S LIMITAT OF USE OF ®ON SHEET 19 -T6 ALL TEMPER .n HYPER M) ,N. Ry Tz � a Ajp • QUALiflED FOR US�E W/ 2 — ;�HV ADJ. FLOOR TRACK eVnE[�;I QUALIFIED FOR USE Nv GNV TRENCH TRACK -a66• _ - 8083-T6 ALLOY YIO TEMPER BLEDE(1' OUALIFIED OR USE W/ NV /� QUALIFIED FOR USE W/ NV 6O , ALLOY TEMPER NLY. I ILA HV RAINGUUA�RD BLADE.1 -T.ALlOi TEMPER QUALIFIED FOR W/ W 6063-T6 ALLOY AND TEMPER =I WRR3 IIIBLADE 1 t' 1 t ' vKtEz LRy' 6063-T6 ALLOY A WD TEMPER ,Sir I6ryI -b!, iP •RPT � 6'ro^. '. iftE6' A A 6ID J.Sn-• 1 HV HEADER/SILL -- 11 NV CEILING HEADER '. C HD CEILING HEADER/SILL GIA�LIFIED FOR USE W/ FIV BVDE(1`�ONLY. QUALIFIED FOR USF W/ W BLADE 1 ONLY plE CI' 6O6YT6 Y AND TEMH WKIFIED FOR USE W/ NV BIwDE:it SEE SECTIONS FOR VAL SEE SECTIONS FOR VALDITV. - FIED FOR USE W 6063-T6 ALLOY AM TEMPER 6063-TS ALLOY AND TEMPER BLADE V ONLY. -TA ALLOY AN CbER _L- DQ/(WENT A 6 Tt T$ r� I Y t ]' !'MI 116- t/6• 3" 3' .OBO' 2- a'INS. 0.1RS" O.I92' i® SIDE ANGLES GGaa 0 CORNER POSTS ALUMINUM ANGLES R.6' >EL11L 0160' O.19C QUALIFIED FOR USE W/ HJ UALIFIED FOR USE W/ HV BLARE ND UPI USE IBLADE(1, 6083-T6 ALLOY AND TEMPER BLADEE I ONLY �.606 TEMPER p !•MALi 0.136" '0.131' 6063-TS ALLOY AND TEMPER ,,,,///T• fLOWDA BUILDING CODE(Jon High Velocity Hurricane Zona 1pL1 E .NI 6Mn iLROO,MC. 02017 FASTER.YELL SUPPLY. IMC. IL E C O INS. A..S.S.A■ Accordion Shutter System Hv. eua iT w/a S u er S' st • Yl!'P / FUUT TESTING t ENGINEERING COMPANY American Shutter SYSf9mt M,6C5-O TL pIMM . Lc 268Association,la Ina 1 aG 1!-aa! /1 ate: oY/zT/n Lufi x.W.x.n.v..si. .ae.HR r- oa .wRn v� i • - 4268 Westroatl6 Drive a enc.^ twslen-1sm rm= PRSWn-Ivt DRAWING No •.,.•.DAI"( .-„oa:n�T LIT . West Palm Beach, FL 33407 a �P �P •ysEs .... ��pp 111T wµIERALT'9�. PE . 1/-1�/ /Q •T•" 11 FLPRio.-. E 4I6) 6 SHEET P.E" EJDAiE • 2 OF m/a —•. - _s._3 9_ �I 1 T iN� ..YiMI�"� �5 I tR TMJ IW■DE �I6 OPIeL l 8 sees prim 1 ou• LIM VNNN >.T+ •w I ,j 1Aium1(once a NNs#2 HV waun ouAL61E0 usECwM�A�SLADEI A Sy oNLr FLOATING CEN - ® HV LOCK 6063-T6 ALLOY AND TEMP - OUPbFIED FOR USE W/ HV BIADE(I h )A ONLY p, LLT� OUII/FIED"OR SE W/ NV KIFIE FOR USE W HV 6063-16 ALLOY AND TEMPT HV CORNER CENTERMITE BLADE`)k LN BLADEM& ® Y. f OUPLIFlED FOR USE W/ HV BADE 1':ONLY ••-=F I 6063-T6 ALLOY AND TEMPER L. NEA, -- a• ,yatn" -CAI . 40Re• .�> SCREW p ..t 560�AFTER dV1:iIN- Y 1/ ICO-20 : 3f4' RNEnrvc - p ry •,EAEs w.w: I ('tVt .3 NLC.>,MCE N.I.C.L Nw znl T `—_ cE1 NursLm.Burt I om ns uNwrncrx+Ln ar nw[L m rtwr = hear EmATON HV 11LLE "T" LOCK CENTERMATE a °a tRx.TErro6N.pAKW>E .'sw.D+¢Y oro..ux Lalu� kU LOCKER FOR "T" LOCK CENTERMATE DUAUFIED FOR USE W/ Hv BLADE:.'ToNLv HY FEMALE "T" LOCK CENTERMATE ® HY `T' LOCK WO-76 ALLOY AND TEMPER " QUALIFIED FOR USE IRED FO USE W/ HV OpµIFIED FOR USE W/ HV BLADE r;piLY OUALIF ED FOR USE W/ W BLADE;1 ONLY W/Hv BLADE ONLY BLAOE'11 ONLY. 6063-T6 ALLAY AND TEMPER 6063-i6 ALLOY AND rEMPER' LTvLoesaOR �� 314' OU UTa' Y INX,CwsOR 11 .a.• - --�. b bm' - A '--- - �' ama•u. 32 HD CENTERMATE W/ LOCKING ROD jo - OU IE FOR 'SE W/ HV BLADE 1 h A' J QUALIFIED FOR USE W/ HV BLADE 1,A ItsRMATE'$ INSERT JAC 60 -l6 OANDTFYPER 6063-T6 ALLOv AND iEYv[RWAWla'uW. QUKIFIED FOR USE W` HV BLADE I k :1w-9s ss a aAALLOY ND iEupER®♦ n+.esaAw. ND LOCj{MN81OR KEY —4 1a S IT cnxmEa LOCKING RODS _ 1/.•p ns. OUALff FOR USE w/ Hv BLADE FTJ 3/8"0-i6 ACETAL .3A HV 1�4" 4-20 AISI 304 BY REGENI NAROWARE MORTISE Locxs sEE6Es zw NOOK ear Loch, 606 ALLOY AND TEYPER THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED�FVO�R USE W/ HV BLADE pILINED ATATRACKS FOR PROPER EYBEDM16 EOME QUALIFIED FOR HV BLADE OIMLIFlED FOR USE u;/ In/ BLNOE FLOWA BUL�I1N CODE rOi1 kh Velocity Hurricane Zone 1`tik 0. T..,-. 6zoIT nncD,W. caol>EAs;ERN METALLr, INc. "'.1 1 Pv l� o1L �ceN PL A S S A Accordion Shutter System I L E C O INC. ■ ■ ■ ■ HV.RACE f1 W/07 W/O RV. VINDOW BIAIZ American Shutter Systems W.No STA>Ia # e1um xwR.MP Y..Er m s■ar Deese Ratl v�A an OAW La TILUT TESTING • ENGROCERING COMPANY Association. Inc. 1 T n 1> 4268 WestrOOcin Orivn aSaan-16W1.Ts.(a6ae -ss1 DRAWING No RID,A.•••. ••., ( ��1111 wee aMaseosLww West Palm Beach, FL 33607 s w` 1 u-66u>n A 7—��7 V�S'QQ••pp••��•'1•••• "L11 WLitR A rIMR N,P.E. SFACI310X RCJDATE neAa u..6 w+1V SHEEP SHUTTER ASSEMBLY SCHEDULE FOR 3/e HV HV ,T ,® To aru,P'6 _ o6u• e7s- 1 NV BADE 1 I M.KCM gVGE 0635' .U635 OS35' ® W BLADE 1A �.' I `! Y ® NV LONG RECESSED NYLON BUSHING I Iaa { 0625t8,75' Yy (M) 062; W SNORT RECESSED NYLON BUSHINGW NYLON HAS WASHER ODR® flbwHV WHEEL CARRIAGE ADS! 302-303 SERIES I I n { µ 6u xa.B70r.3/16' THICK NYLON WHEEL. I © - ^ 20.1eell ArSI 302 SERIES SS. faYETS I ^ 315• I a 062] 0,. 3.T5�'III 1 3/4• ACCORDION PM W/ p HOLD EXTERIOR ' oLADE &55 31." i ® W 2 3/4' ACCORDION PM W/ /B HEAD a ♦ ♦ c2 1/4 7sroN.o. ® POLYCIRBONATE IMPACT RESISTANT N„ WINDOW ' ! 6ETrtE^ TYPICAL HV WINDOW BLADE AND IT 7 POLYCARBONATE HV WINDOW DETAIL or Ba s) A I Q OR® rRESINS, ATE IMPACT RESISTANT HV gw y OLON 3103 POLYCARBONATE 12•tWl arArWlcE STABILIZED GRADE OR SABIG To WADE Val PLASTIC LEXIN 103 RESIN gFg �O� 'F' ON SHEET 19). 1 HY(1) NV PIN SWILL ALWAYS BE USED AT ALL EXTERIOR ®- ^^� t', BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR N V1, ® I I EXTERIOR POLYCARBONATE SOURCES FOR H, ®BLADE. 'jKPICAL SHUTTER A55EMBLY 5. ©i OP Lq AT AOe�4 � _ (2) HV PIN ® MAY BE USED IN UEU OF ®AND ONLY AT T*T HE _ oC's xN'cNtE. EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV tO {o.ur-, /�., uorc FOR w°^ ""o^' °°"`^t e°`a BLARE WHEN CORRESPONDING TO INSTALLATION 'I1', SHEET 7. �_ �, D L°9" EWHEMENTs) nwcm .waw w]oo>". (3) HV PIN © OR ®W/ 1/2' O.D. //16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. -6> are N� .mu 07b n SHEET ® WHEEL CARRIAGE DETAIL xx mN'x.c .mew»s c��cia cu. Rt5 ASSEMBLY LAYOUT oto aN Y MARINE*: n oia IC6{E SIIOCIN 1PP Mwm /SX!b NW Psi 1' HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS N.7.5. �p✓"'A'"i-•,. FLORIDA BUILDING CODE Non High Velocity Nurricone Zone '1/ O30I71Rrtcc wc. 02017 EJSfVW MET&A ', NC. �1�3L;:•vCENSE`'•:9� TM A S S A Accordion Shutter System I L E C p I MG. ■ ■ ■ ■ KV. RILE /1 W/OR W/b KV. WINDOW BIDE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems Wscxnl0x Art olwx W. c. O''•. �.;'W�.� •sT".•ba.•I- 2w`w6•aaaoDa^°"^"'� Association, Inc. 1 aD 16-Oft5 >/a7/I MR: U7 27/17 Now,(yayTt-1330 W (MV71-tUl 4268 Weatr000s Dave a DRAWING No •A"•••••- 1d West P.Im Becch. FL 33407 a t7_t07 S ONAI.Tc�1' 4 .wm A T41R e.PL a noae&uc I ann SHEET P.E. SEAL/SIGNATURE/DATE 4)-0- F*j� 0- g- a R 1Eq'-3 7 s T •NOTES ON HV LOCKS AND CENTERMATES: ® -� 1. IIIIb.1d1Y MIdIION/1: ONE W LOCK�}M SHALL ME USED AT 1/2 OF SHUTTER SPAN FOR MY SPAN I i9 OR 12"AH04E OR BE.r g2 OF SHUTTER SPA-fpt SPM15 UP TO 1057,AND FOR INSTNi(.TpNS T ANr f1EVAlIDN. NV LOCK WY BE,USED AS All INSIDE OR OUTSIDE LOCH. ATTACHED i0�J OR rEMEIaU.TES W/(2) 1/4 r-20 x 1/2' LONG FEAT HEAD S.S. M.S. LOCATION OF LOCK SHALL SE AS INDICATED ON 1YPMAl SHUTTER ELEVATION. IF DESIRED, FOR BETTER PETaORYAKF OR FOR SECURITY PURPOSES, UP TO TWO W �� LOC16 OR NAY BE USED AS AN INSDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERWTES Qi BE AS INOTCA ON NOTE AB(At- OURD OLLOC S SHALL BE AS INDICATED(1) ON TYPICAL SNOOTIER E ATON, V 3. _ 'I 4 S a5�0 aE,j -ILS USED IF D SIRED St TO ENM jRCE SHURNER P� NANCE ARE �LOOKINGOT IFRO�T HURRICANE POSITION, BUT WY 1 II OR AN KTFANATNE DEVICE MAY ALSO BE USED AT STACKING POST110N (NMi CHeURR�RICANE POSI➢ON), 1 4 y11N w riMgM /4 ONE Hy LOCK Q� S WL fiE USED AT CORNER CENTERWTES FOR ANY SPAN i AIL INSTALUigNS AT AN1' ELEVATION. NN LOCK 1 w SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, �L ATTACHED TO D3 COINER CENTERIaATE W/(2) I/� 20 x 1/2" LONG FLAT HEAD S.5 MS W LOCKING RODS I ({ AT TOP a BOTTOM SHALL BE USED. LOCATION OF LOCK SMALL ME AS NMOKATED ON TYPICAL SHUTTER EUVA!q PA NAX1wW SHUTTER SRAM SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, i�RL}}6S �p 5. . OHE ALTERNATE IN IDCK WY SE US4E IN LIEU OF HV LOCK ar 3 FOR Ntt SPAN AND INSET TI0H15 AT ANY EIEYATgA. AL ROUTE LOCK 6 WT BE USED AS AN NSIDE OR OUISIOE LOCH. ATTACHMENT A J IOU 9� l of 1/s•r-zo.3/+ S.S. THUMBSCREW TO flj ON C CENTERWIES SM BE MADE W/ 1/.•/�20xs/+ ALUM. RWHUT AS$NMN ON SECTION HVE. SHEET B. ME LOC% SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO v MR C_ LOCKS AT 113 OF SHUTTER SPAN. �y Q e. ME W LOCK ar ar' 4W.L BE I1 USED AT 1/2 OF SHUTTER SPAM FOR ANY SPAN OR 12"ABFNE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP jTO W,AID FOR INSAUANONS AT AM'ELEVATION. w LOOK f4 or 0 or @ MAY BE USED AS AM INSIDE OR OUTSIDE LOON, F LOCK HA� Or BE S SKATE M CENTFR 4TESSHUT ER (2) TION. 0 E 1(2"LONG MT HEAI SS, SEE END 1 'I OR F`A TOP NAND BOTi0L IS COMPLETELY MANDATORY, SHUTTER EUEVAIgN. USE a LOCKING RODS �W/0� CbNECT10H DETALS ON P r t x + r o t SHEETS 10 A N to Fro, R11 a *NOTES ON HV -T- LOCKS AND CENTERMATES• MIDHT. OF CORNER 1 -- - GENTERIMTE �, ME ATERWTE Hv T LOCK WT BE INSTALLED IN LIEU Of Hv LOCKS OR FOR ANY SPAN AND I� IASTAIATgTN Ai ANY ELEVATION. AT NA.iE LOCI(yq� Y 9E USED AS M' INSIDE OH OU SIDE LOCK. ATTACHMENT VaO.© ®a OF IDGK &INCLUDES USING RENFORCING LOLl:tlf AS SI N ON SECTION HVG, SHEET 9, WMICH MUST BE a COIINEMO TO CENTERWTES 0 MW*W/ 1/4'f20 + 1 1/2' LONG SS, MRVDEO SUET W/ 7/B0 a 3/32" O• _ x a©r _ x®a WINGNUT OR W/ 1/4-0-20x1' S.S.MS. INTO A 1/4• 5/6•RNHUT. LOCK WY BE NSTNLED AT MIDSPAN OR 12- B MAXIMUM ABOI AND BELOW MIDSPAN. USE OF TWO ILCKNG RODS SS TOP AND WTOM IS MANDATORY, 0 '!�J ``11�J r�V""'' 1. '.ON[ATERNAW HO LOCK WY9E USED N LEU OF �y�Irel rt) HV BLADE SHUTTER ELEVATION HV LOIXs'24 Ot�$FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK&V MAY BE USED 111 N.T.S. AS AM INSIDE OR OUTS IE LOCK.ATTACHMENT OF NO IOCIL\M TO fS IS W/3 /B x 3/8• F.H. SSM.S.,ME INCLUDES gENWDR rNEW INSERT W AS SHOWN ON SECTIONS MOB-MR AND HDC-HYC. SHEET 10. LOCI( MAY BE MSTNLED AT WDSP'm GH 12'*%MUM SEEM 0R AB0.�E M05PAL USE OF LoccK RODS 4 6 comPun LY OFMIA. NFNpAAAA on High 0 V locity HUFYiCOnffZone' FFL \^' ,. �f eHlll R160,xC 02011 EASTERN AL SUPPLY. NO System IL ECOINc. AccordiontterA.S.S.A■ HV. ;AQ /1 W/lR W/b KV. NNAN WICE I Amaricon Shutt er Systems 9ncsrlDx D.AT a IG Lc. // TILLR TESTING t ENGINEERING COMPANY ASSOCIOt(Dnr Inc. 1 IXD 15-085 127 1 wrt: O7 27/17 0T••., \\Y we MW MM M.MF.m x+w..acw.Haa aN DRAWMIG Me.f4_ \ AN—,(wapn_mn.re:(swyn_1aa1 4268 Westroatls L 33 a LS '••.•..•��,p\a \1\ '^xH a�.wMa^m West Polm Beach, FL J3407 a -SyONAL E ,,n1 w w A00"M 1i.P.E. 4 17—�07 nOIOA Lt 1 MIeT a7 SHEET P.E. SEA1'T51t' 1NE/DAIS a E ANCNORS POLOWD CONE" WweRD- (MIE�N��� 1 Sf ON OR E CONCRETE OIO fG1DlCiC SHOT 13) REQLNUE, /17/ IHi-MJ C ss. AIIb1016 COIIOSI[N1C11016 I N.CIWK SLAEWS (SEE SO E ON LQT i © (S¢uaNNly®w vl _(SEE lO�IAE ON I I/ 1/S"-20 3) : 1\ / 9EFi 13) Mil!O Iz•O.C. _I• - _ '�' ' W. ICE ♦ SS Mn -i' YRRi 1//• N1r1! _ r EO 1j a Ir C.C. _ 7 5 LI / E. w E r to C0.• Yw OPDOWL ` �'MiUIYI i w pswlo, � I rq L¢.DwL OR �• YM. Sf➢Npllpr TO GUM-..4 6A® ' i SEPN TON i°GIA55 1 cEass; 'r—(SET sc E M ste2T 11) [LSIlI° 7� NEWLE ON $NECi Il) •—.. _ _—. _ OU55- O .0 HV WALL HEADER INSTAL ennN NV WALL NEA EW611110 YW. S I.NON TO GLA$ �—srr WNE➢mE w 9EEr I1 W 1 OR �• Mft1 WNMMM TO PASS -�:� Exm a_; ( ) 1 vm[[q am I 0455 IPA•9Aa We A .`CAE SCIEORF M SNEEr 11) i r em6i® W # [ASTaW OPT,CN& o=T* L` 1E D• - F i LE ` \l'•.`%. _�__ 1H'1-Xb3/1"CS75. \ Yn ay MIIIDs 1M55 NFM :/4•0-201I/4'SS NVLLW I/' CIS Iu C •---••�_ .. 1�fSEE IIE ON M s "Nss NE'D IUCN %NEW$ PoYREO CON[REIE_% (SEE SLTEGI[E M SNM1 13) II1 Ip, POURED CONCRETE-! - - SNEET 13) W/ 1/4 }0 NUTS O TV QC. OR CONCRETE O.00[REOLs .-{-'- '{ AETE ANMCPS GRRED !l0x wrL � / ('HV WA SILL INSTALLATION (D� (SEE SCNE➢ULE ON POURED CORAErE-� SKET 1.) OR CONCRFT[OgON wL IMauRED 'E HV WALL SILL INST ALLATION TION MaIE FOR mww..0x aE5rnn INSTALLATION DETAILS W/ _ME$MZT . EM RPIGL sIN1iFH •E.O - FDL£OSTNKE --TT. PM 1 H V BLADE AS EMES t- I NTW SECTIONS C/N BE COM°NED (SEE SPECiIGIICMS ON ylw 13 N 4V"W9T t0 $VR A.,INSi011ATN.W. , /A P& FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone p`1 \GENSF',,�9 O2017 mRCO, W- 02017 EASTERN METH SUPPLY. NC. //�� BERTHA RVT. 4 L_TEC p E A.S.S.A. Accordion Shutter System HV. HAOE/1 W/OR W/0 HV. VIN)DN RACE • \ TILW TESTING 3 ENGINEERING COMPANY American Shutter Systems eArz 1NMp NM. L{. 1 IE`'•.. 1\` [lW x.W.xm h.54]O5.NR6 ONpp;naeM>ne ASaoala}Ion. Ina. 1 OLD 15-M T/n/I M1C oT/1>/n (SD)a"15W.11 Iw)ei,-1�31 4266 Weslrouds Crive a E�,r _'"".ll. 'v°„R-`"" Well Palm aeacN. FL 3L07 ! DRAWING No waif.. u:i., PE. El 17-107 P.E. SM/$ICNATURE/DATE ROM m. E..1°' a SHEET Fq® CONCRETE ANCHORS w aR (SEE sOcwE a vuE 13) aE / OR ® �� I ) w w_9o, ) I � ��_... _.—_ •o,1O1sa '� gAq'1 d h(u'Eomu E[Lr /MfKE Ev6lWD . N��TII 1ON _ ter' NE.SASNER NM9 , I/ TER$GREYS o Ix'a.C. ' �CONCPETE ANCHORS g' EDGE OE (YE $CHFODLE dl SIE[I I]) CAME ,• E.4f—i � I EDrE Cf �sue R , I/Y � � I,-1 r1RAl�O' KVUpBIF 0. — .�_ _AMUGtlE�• IREO / ME HEAD CONCRETE ACIRML � (WE SCNEDULE ON SEEF 1.) _ __._..__.._... pEC1WD cONCRFIEREOUIFEO 0. Z.(SEE�''SCH URE ONN E '•) 01�/`` TRENCH INSTALLATION NV WALK—OVER INS I I♦ VAllo ONLY FOR UP TO .70, -)S PW A.S.D. i� HV FLOOR INSTALLATION ATION t - -TA—.TION GEsION PREssRrc MATING A FOR SPANS PER HV CEILING INSTALLATION SCNEDULE N. s rCON ++ F®R (ME XCE MCNmIi DIETING - g E�9CSICDUIL W L/••� q w fm„1 sSULLI [AMONG ETOSTRIf. GIATe _ DiAss -4�ee o-rw•n 1 1 ._--0 wASS_ r<om mre•'/i,�o,smV I +/•• -;L�u0u w1p •a I Yf MN o•�(•r 0.0,ol V W fd f4L Rp _ f GG ri 9,A,ARl1 RYM L/A I P) asION(Iw)at ANA 1 w;' 0a +aalH'END E O• T.Lxr:,v a•T"I'DeY �}' 3/9I/s' HUD TER 9CIEM5.r oc . , s/aEN I/or-m ss LEc COLIpE1E JRCNDIa ` �/143/4-sDs _ vA+•-•/,UT.r 6G (SFE ECEME ON rT I •9'O.C -c .- , ,•TC V4Y-m mns 14) /3j •Ce•oc _.F ^`•/ Z.DO MIN. fl.•e KF �; '+-• ED. RN1 Tar(f[cwN,NE 7/w APwbaE•`_.. •N •\. /4•F.H. xas. w. win �CONCRLTE WNNN* -i c m[ ED. PWREO CONCREIE� (SEE KNEWLE ON 'WE NOTE +3(e) - -. 0 r D.e. �• ' RANI wt RE CONCRETE BLOCR SNFCT 14) ON SMCCf +OR coD CONCRETE- WL 5 Ixe) REQUIRED OR RED COT[ .1 E R HV WALL FLOOR IN_,A ! NEOQPEO IEENSTONE "I!gIN9 INSTALLATION REQUIRED J �T I TION `�� HV WALL WALK-OVER INSTALLATION RL+Rr•xD.Lo.,nmlR<:•sa-rz;,� MAWY aRmu>Mx rd (J)HV RAINGUARD INSTALLATION T LmuL „yE rQ fasaTN,N OF�ClglK; T MIS NSrAL PON S `Or • L O. - EDGE DaUNNCE RENDYAB.E E.PERFORNEO I-NI M¢T 4 FOR 1P1C: 1HL , R (SEE EPECRCATIONS ON MFET 13) �ENNT TO AN ARABLE EXIT • B�EMJAAi IO�USRE TOR A®g�Y INSTALLATION DETAILS W/ 1) HV BLADE }- YJIo1NC YCM1ONS Ury BE LCMBINED IN ANY RAr TO s l.nr INSTA TRIM. IJII A A, T^ FLORIDA BUILDING CODE(Non High VelocityRUrrlcane Zone +i+ -�,\CENSF',•�9 i L)011 TIITTCO.INC. C20,) EASTERN MET&SUPPL,, INC. BERTHA u * A.S.S.A. Accordion Shutter V stem i-fT o INC. Y HV. 910E/1 W/OR W/0 HV. MRi7DR HAS �•\ American Shutter Systems TLLLIT TESTING ! ENGINEERING COMPANYAss T ov15- art ONE, 0 c 268 Westron, Inc. F OLD a-oLn T >I (HIE: oo/xT/n Rnon. . usD r•.:(ws)en-.v' t P. Beach, Drive `M�ONAL E ,dIR• .11 " Wes[ Palm Beach, R 33407 DONN NG No LB-CUMTIE • —I O7 ALTCP A TILLR Jr, RE. 1 P.E. SEAL SIGNATURE/DATE M%.P..T:'_9 w'ei ET ccc tan WYl CONN sa pmEs op wcxw+is®.IN woo®. OUT IN EnanNccus INSTALLATIONS W/ n BLADE W HV C -.NT 'O-©'OO - B 1 •®_ OR 25 SEE END WALL CONNECTION 10•0-0•0-0-0- xis,INC GLASS DETAILS ON SHEETS I0 k ,V i ©•@ •©-©•Q ®.' - _ _. -_ - -_- - _. — _. _L--- -- - ._ --_ -' — - _ _ -- - __ — —1. 1 0'0-0 0-O Der moo-re...an.un. OPPOSING SYMMETRYCAL `��a`E i/.ncaes I7c me t/2 -® ® MA AT S crap/eo �� � . , . \ s YL e H Ya is Gues HiLGr/S W (e SCHEDULE uUx waL 5 - s s IN aN srtEr „� s 1 1 5 1 .© r OUT Is HVB ®- ®•®-©'Q�©•©- HYA �• © I I�Y O-©•O_O"l.N•0- Eys�G�H VC _PGaAEa ta�Tc aA ----- - �� °'OB '®-� SYMMETRICAL ----'--- GLASS IN �'6'Q�_�' � '®- " SERVum, tp ®_o'®_ caEtaum A[ s UNA OUT 1 1 N CONCRETE . . 3 ' . 0 OUT OUT " Poop' HVE HVF** HVD 1 Cat IL F7_ORIOA 9ULDING M Non Nigh Velocity Hurricane Zone \ ✓ -nEC]. .:^ Gn17 EASTERN MEIN SUPPLY. nC. IL E C 0 t.a. A.S.S.A. Accordion Shutter System * NV. BADE #I W/OR W/O ILV. VWNIM BDDE TILL IT TESTING A ENGINEERING COMPANY American Shutter Systems IKfGellpgl a\n Lc Association, Inc. , an 15-oe5 V/27/11 W.. • vr-. IyapY,_,an.r-..paspn-,v, 0268 1VestroaCe Drive a DRAWING No SONALEN6\'rIr\ West Polm Beath, FL 33407 a / m-asa7ly , 17-107 'a,I••• „p•� eura a rue 9 SHEET nc,lay.Lie i M,a: P.E. SFAL/SIGNATURE/DATE a ALTERNATEIN5TALLATION V " MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS O, W/ n HV BLADE SEE END CONNECTION MPAS ON SHEETS 10 r Is INSTALLATION Cl: HV BLADE OUi IN `��`"'�""�' W/ HD CENTERMATES �,_® . /.� �..//�� ♦5 NLL/5�. Mli„G B,/.^.[m UF,u K9-x�9, er N�CONNECTION Y6nT0 ®•®'®'® •® s r I+H„n'ua.�c■l IN 'rno ec5 w,nos"� r IN / i.s"iih. ws ltsJ ,a 5 / ®IDCK(INSIDES C—... sae ............ - --F -- -- 'E'-- —._. Sem�.L-'�• ur ® 5 t t OUT 7p' r-zo . t 1/2• ss.Ys f (EMI R sse xmE a Eav w m®. W/ 7/8� a 3/3/ WINGNUT. IaneNN) NDC—HVC DDT r 10CN,w aalT a SYMMETRICALNO NTERYATE� SYMMETRICAL HD CENTER_YATES 9O NY 'T' LOCK (OUTSIDE)— ® W/ �,, 1OCK TERIOR) W/ QY LOCK (EXTERIOR) Y� �-- lw t m*s n«w�wu /S WJCIIME bI5i6a�' / V-®-©•'ly"'©©~ rtndw.vNrbax.o 6eb ©•Qj •©-©•Qj •®^' fR uwasf Rnne rrOa'ove 6 w,n N Y,aMTYfn YRtnfY,nOi ftl[O HDD-HVDRf &BATING 5TA�1( NlrpA�`'y (-RDA BUILDING CODE ■on High Velocity Hurricane Zone `. ..../... Oxon MnRN WA. Su PLY, mc. r = TY 0. 4 AS S A Accordion Shutter System ■ ■ ■ ■ KY. Bug/1 W/OR W/b Ky. WIDOW EILAGE American Shutter Systems awn, oRn.n, Lc /�• j TILLR TESTING A ENGINEERING COMPANY Association, Inc. r 0�0 t5-065 ) )( us= OJ/RJ/n �f"y O '�ItS UY x.v.NM.L..Su.M5.WEVY 4N[Ev£Rp,W JJi P,wM.00'A'.vc r (.w......... 4268 Westrmds Drive T � /ONALE �,n'� -miecaoixv— West Palm Beach, FL 33407 17-107 V PIR A r6lII J,. v.E. n nno5 E�/wiw ! SHEET P.E. SEAL/51GNATll RE/DATE s 9 OF 20 __... pgp(o CONCRETE PWRED COKWR E _SOURED cotcRm POURED C014CRUE CR Oft 00NO ERE OR CONCRETE _. _ __ _ __ OR CONCRETE LON OC CRM BLK W41 .... . BLCCR WAL REWRED REOUIREO ■/JCIt W4L REWIRED BLOCK WIiLL REWIRED �pe50HG(PASS Ef21RG GVSS i 2•NW. EXISl1NG GIA55 CONCRf1E IW"1 --EXISnNG GI-S _ _ e le'ac, w sEP.RubI — 19 --I• r — r j Y Not. w M (SEE 1r l SEPARNqu� Y1614C 01 f NH 59MUn'YI NN. ffPM4MN EG tgE Rn 9 ONO W aJa($ON� + 1 w aA4(s¢ Se■ ON seEi I/le'o-WTI. ON S 19•]R Wf 9e¢mNe !• 1 SLIED.RC CN 9EET 1a�PfuT FOR IS w06suEJi°caosEx e,efsmA� A I I PLR d/19 F Re (Lmm0 \ mep 1� ;aAaOea ER�SIR e146 m• ATATE. (LOCATE E/2 ' ' Al fEMER \ I I / W /1W1/Y SLS I ___—__ M>UG■L).2111/D'd'_2' ' 41P ANGLE AT -_ .___— a m"oc . _ ( -Ee 2'S AT Took e1e o . A A 4 ♦ � Ep 1AI/2'Sue. i00! � (2)1 -e JAPCd19 ANCNCItf To/ YE oEr4L x �( ,y M4L i 1-oG tLO l AE S SIDE EDNNECTI W OR ILN" Elmt sm orQ) (40R (b OR ®' sEEE 0EM&f row (D OR Q�° To TRAC WE OCTAL A E 4 SCE m.IErnoN ©A-O J • 'C'i-- SIDE CONNEaloN ®A-p-©-ap•p.®• .° J a-@-0- To rRAao -° a •®- ®•®-©•( ©•®- TO JRACNs ®•®-®•C;~'©•©- p' '®'®• p•®-®•®'®-®-� END CONNECTION DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL O ♦IEgNL 04Y 6P SVINS GRGTFft 11WT IY-D' -PoVFEO CONCRETE OR • IXIenHG + ZEY5TNG GIASS WWRED &OCx NAILRE EI/SS 4 RE - /TW1/Y S.N. ro a (gE a 1e'O.C. lel eEpYMTNA D) '''---'—'-� �"`_-'_ 6 oR B w 1 ore IEa umnn CONCRETE �___________�, l_______ ___ FOR w cuss s¢ -'.1/2' WIN. fOmnE W `ram _ w feEr Is Ea 4onf 0— 1t rm 9l O" 4 r ti_-__ _ __ ©oRt'3^^®pe� cONCRfTE RI/0E5me® 12'Qc 5 9/Qs mk® ONO .WCNAI ' � EO �/q,�y/ OFT Y E■L 2•It1. L J41L60RO DETAILPOORED caucaE DR O OR ®i' A-©- JO-©-®•®- -8-©•0-0-44•®- D I ON CONCRETE ROCY WLL �•®-©•®-©•©• REQJRED ©•O•®-©•O-®- (h NV BLADE 02 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 55 DETAIL@ ®•® FLORIDA BUILDING CODE Non High Velocity NUrrICOne zone oml9 TµrECO,INc. 02017 EASTERN META.wPPLY, INC. A S S A Accordion Shutter System *E I L E C O E■G. • ■ ■ ■ NV. a" i1 W/OR W/0 NV.WNWW MADE Q\ i * . American Shutter Systems o9fas11el 9AtE IN.6.N ee L.c �y •, ,Q• S TILLR TESfWG d ENGINEERING COMPANY AffOolO}IOrI• Inc. t OLD 13-Of5 J/2J I d,TE: OJ/IJ/tJ '•V� 0 {11 NR MW Y.4..%5.-T1.M GMOdS.RM6v.]n6 EEpmFn_I.0,10 (wekn_Isn 4268 WestrooEs Dnve a DitAWING No S�DAIALEIn''E g aws-7lo m Weft Polm Beae FL 33407 t7_107 "' Lr..rAA••i6 �L I1 µl9iE. s SHEET P.E. - LION RE/DATE a 10 OF 20 SCHMUIF 91 �!LF #2E #2 cr•L Iwnc 34 MAXIMUM SHIfTTER SPAN -Lf' OR 'L-' MAXIMUM SHUTTER SPAN* 'Lf" sAXIMUW SHUTTER SPAN*'Lf' (il.). FOR INSTALLATIONS W/ OR -L-- (n) FOR •L_• (it.) WISTA1.IATION5 f-EMFRWl6© ®® o® iNSTALL/L1Kkl5 W/ ® 70C"'D". k "DOD (I) Lf: YAONM KLOWABLE SPAN FOR P GNEN W/ ONE X.V. LOCI( or or or h W/ ONE HV LOCKS POSITM1E ASD. OE9GI1 PRESSURE RATING. HG LOCK ®W/ IEO LOCKING ROCS or ONE NV IOCN or or Oq W/ WO LOLKINGL-:MAX- AllDWI4ME Soul FOR A GNEN NEGTtVE CWERMAI®28® 29 W/ ONE W/ NO LOCKING ROGS ® D5, WALL E. Y. N, 0. P, 0, AS.D. 06KTr PRESSURE MONC. F�'i' LOGIC 30 W/1W'0 Lam,%y�,. (SEE NOTES I.tt) ,(� MOUMINO R. S. k V. ••'lY'^• (V410 FOR IMA111NG yy (2) PROCEDURE TO DETERMINE MAXIMUM $PRAT FOR RDpS 35 TOP k 901TOM GE 9[Ei T) FLppR/CEILING i T, U, W k X W L MOUNTINGS (!OP/BGTTOM) OR FLOOR/GpLING:CONCRETE W MXU ca.KwErt MOUNTING ♦ 0.OOra S PRESSURE RATING. .. w5L rCA WALLAlpl6 OE;1ER!IINE WSMUYSPiN DESIGN FROM N£GJ1E. erts1� WAL 1IJ.91191G FIODn/CplNo •� W"i' 140 - ° nORR/Lnec ADJTAG OAKEN A NEGTNE A5.0. 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SIMING (' 1 SCHEDULE FOR A GaN MAX SHUTTER coµ SPECIFICATIONS ON ANCHOR EOUIREMENTS'POUREO CONCRETE OR CONCRETE BLOCK SUBSTRATES (sEE NUMM,es[.n D ry MOUNTING N D e k rl SHUTTER _ 1. 0104OR5 TO SUBSTRATE SrW1 K .FCULOWS. ITT(�® [R(LVw]C+E 60p 1'pa[p f[MLI[lE W tm PEERED CCW.:RflE'TAn V' - 3 Yei) l�./WALL SILL MOUNTING ©CEIl1NG AfDUNTING �H�ELOOR MOUNTING wl/C/TMfA+OR 1'WCON MITI ADVAHCED TNRE\DFORM TECHRCL ).v HN ,AS uuwFA[NRED Br IT W.BULOEII. (W, f'e- 3 loo /IeI Awl ceuaw U - 1/{ti R 3/1•ALL PANS SOLO-SET A CNORS.AS DISTRBUTED BY µL PEIH S SCREW,B T @ SPECw V CONPMIY. OAH f'C- 3 oH) Epp le!TAT F Rose ®SI I [ Y1FR \SO(L9[Y RGAW A. SR M. w - 1/4N■LE W MCJlIE ANCHI W/ CM AS NNNFACTURED WI ELOMM FASTENERS MRECT. INC. (Wn. Yc . 2 tA) Be ]a b a0 )5 GD IXI Ib ill ♦O bd )5 vD 130 ITO Z(M ]D ♦0 b )5 W 110 1.010J 1FFCON OR - 1/♦ti Tµf[R•M=At yy1FAETURED W POWERS FASTENERS. INC..AND DISTPoGROM) W NL POWTS SCREW. BOLT t SFEMIN 1M<O.0 WIH ADVANCED .QI yry gryaf Npq.T,LICENSEO OR AEUHOPQEJ ANDOR REOVUERE0 bM THE MIERILW SHUTTER WSTG6 ASSDCLiTWI•.K. 0 P a f1 IS 10 • • • f • 14 Io THGORH TEC (Ee1 fe-3 b) 1• 1 le9 •3•-0• 11 IIxx 1w a MANS sOU:_3ET Vull H +x +O I P I•I a • • H +x w a • a • • H Ix IV e • • e 3 RU TAy,W/GW NOIEg H w l0 v e s a ) H Ix la • • a e t H ra 10 f • s s • A,I)1■1•NY EIBEO[M RATIO PdMED CO`CRETE O IMCON OR TMCON'MTH btMMEO THRFA)"CAM TECHNOLOG"'RHoHGoB MO 1WPfR+ 11 Ix 10 f e 1 • Ix 10 f • • L • 1• n le • e TIPf4R1 )aCap a 1 3/r.Ma POR ■IlE TV w/GV ARCNORS IS 1 1/r. 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BELT h SnEsE Y COIPWy OR YM pIN[R plNaWll LICENSEL w AU,SOR2ED KNWR REEEIEFED W+IH THE WE 91LInER SYSTEMS ASSOCV,",RC. lx N e 1d as A - 1• +a e • - e.-0 11 la le 9 • La - - H is K • • t • - 1♦ 1} 10 t La a - NDT[5: Ix Lp ) Ba 3 - H 1i a [3 3a • s - Sp U t p - - BE 1) NNWY EWEOMEAT INTO CONCRETE RLOGN O TMCON.BEEF TO W/GW MNHO S AND TAPPER+ HIbpRS 5 1 1/4 MO IKCM H II b )a • - 1• Ia •e a La a - - I• Ix • 3 ♦ - - WITH AWACED THREXAORN rECHNOE A,,H RS 6 I'. IJ 13 3 H lx 10 • S - - 1♦ Ix • D 9•-0. 1• Ix +O f • _ _ _ 11 n 10 f u u - - 1♦ U sn > Bb . - - 9.2)NNNIR ELBECYEST GT 1/1•F 1 3/♦'ALL MMS_SWD-SET ANCHORS SHALL E ERORELY EMBEDDED INFO THE CMOerE BUCt, ND P Id)d e ♦ - 11 11 1 L' 3 so - - fl 1 1! EYBFA[IJI INTO STUCCO SHW.E PERAmEO. 1/4 P-20 SS. MACHINE SCREW EASED SNLLL E 1 1/2'IDNC MN1WM SMCIWD STUCCO H n a u w - - >♦ lx Y ) sd • - - 1♦ w ) es e ES - - Ex51.YO 1-MMNW FOR%41S RM M SHXCO, Id la ♦ - - - H 1x f ) • 13 le • T! - N 11 10 • LB B - • Ix • 1 e 83)N GSE 1.1 PRFLlI STdF. PEGSI CONCRETE PWILS.PAKAS OR AM'KNEER E FOMD CN ME IX51NF WNA W NOY. a• I ARCHERS SHALL E LONO EMJUGH TO REACH THE WIN SNUTNf EARN SAD WALL FIN6HER NICHOMGE 61W.L E AS vCCNED DH 1♦ 1 s a3 _ _ _ 1J u 1! 3 4 a - 10 )! ♦ 3 • _ _ • rf Ta 36 _ _ _ _ H I.s f e 3 • - - 3.B u s • ♦ ♦ - IRONS BI)k 11)ABOVE-PER RSTKUTIONS ON Am$OHO OR El S WIM W WHHWT METµ STUDS WNAILT nol,EHORVIR • s - 1{ N a3 3! { 13 10 Fa a • A[- iM aSIµWION MO E[5 MM METAL!;TWS SR SHER 20. 1. H Ix w - 1{ ll f ) t a! - - 1• e9 a! La (C) WONRS SHALL E RbTM1ID FCµoMNG µL OF THE TdCOIE>MMTIONa.HAD SPECTIG11CM6 OF ME ANCHOR'S LTMNIIFFCIWWM1 Tl as - Tx 9 l ♦s ♦ 3 Ae 3 - -_ 11 is _ - - - N m T >D ♦J - - fd[D U A - - ID) SE SaeEE E BETA FOR EOE OSINCL E. . YEASTS SPALNO RfIAIICNyYP FOR ANCHORS. t3 > 1! 11 td s3 6 - - ❑ f H If • tb - - 1J 10 LB - IS a! 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