Loading...
HomeMy WebLinkAboutPRODUCT APPROVALr - �n ,rtDRIDL,IuiPkAlment ar' r .. , Business & ;ProfessionalRegulation bBPAH01ai:ABdhL9PA' DaPA DIYIalOMS'CDfhAETDa FA Florida D""'mentd BCL9 Home Log In User Registration Hot Topics Submit Su¢harpe Stan a Pacts Publication MC Staff BCIS Site Map Links Search ,USInes Prof ssi I QI aPro� Product Atpiaperoval SCANNED Regulation BY. Product Approval Menu > Product or Application Search > Application List st. Lucie County C Search Criteria Refine Search Code Version 2014 FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. Category: Shutters Subcategory: Accordion John W. Knezevich, PE (954) 772-6224 Approved -npprovea .y UcKh. approvals oy Vern snap oe reweweu an. reoneu ey one rvs..never om I rare.-.,'. Contact Us :: IM North Monroe Street Tallahassee FL 32399, phone: 65D-487-1824 The State of Florida is an AAJEED employer. Cmn,0 ht 2007-2013 State of Florida, :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please expect 85D.487.1395. 'Pursuant to Section 45S.27S(1), Fields Statutes, effective Ovnber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have ore. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . product Approval Accepts: ®©P—Fql3 https:/Mo idabdicUng.wgtpr/pr_ppp Istwpx ill 1. BTARU N.V. ADCORDON SHNRR SYSIFx SIM7N1 ON INS PRONICI FVNLABON B00ff ry£O INS BEEN Vtg1® MCO PLIQ E INAAVImVF.E RIM THE M14 (5w COITION) Or ME 11A9HM BUILDINGKDE TIM ACCORDION S VII[R SYSTEM S U NOT BE NSINIFD AT NIGH 1fl001Y ZONES DERCH WED L1Y05 SDALL W oElUemNED AS PFR SECLaI 16N Di ME ABOK MENTIONED CODE FUR A MSC WOm SPED) REaARW B! ME JILCEOLTgN TAORE SSRIEt W41 BE NAILED THIN A pdRLitlN4DY FACTOR 1(1�085, USING ACE 7-10 AND SHNL NOT EXCEED ME MKOMW QSD.) DdGN PRSLIRE RATINGS 11410111111) ON SHEETS 11 MRU Is. to ! ". N ORDER M VERn' ME ADOVE CONO W14 ULlY1AE DFSCH WIND WADS OETTFUN D PER ASCE 7-10 s BE 131ST QDUCFD TO ASD. OESEJ! WIND LDA05 W Y10.16iYwG THEM BY as N OIaEDro COMPARE THESE W/ YOL NEE) OF514T1 PRESSURE RA ittat Nscim, ON sMZTS 11 RLN 15. TB ! ZO N ORDER TO VERDY THAT CGIPONFNIS AND ANCHORS ON THIS P.ED„ AS TESTED. HERE NOT U STRESGM A W W NGEASE N N OIS E STRESS FOR WHO III WM =IUD IN THEIR AMLYSS. HOWEVFA, A MND WMINN nICIRIR CD-1.W VIIB USED FOR V06TGDGN OF n%StENES N WDaO BERDN H.V. ACCOR➢IOH SNUIIEt SISIEY'S ADDDIUCY Tai YRm AND URGE YQSIE 11PACT LD1D FLL4 BFfl1 Y[I1F1E0 N ACCORpwCE WRIT SECTION 16DD.I.R OF THE ABN'E YEMIOKED GaOC A9 PFA ATE REPORTS. -IN SITE � J0214A1-Ol. J0715.D1�D. JrDNA1-09. /12NA1-W. JO117.02-06, JawA1-lo AND /D21601-11 AS PED TAS-.WI, TAS-R02 AND T/S2A1 PFAIOCQS IlID ASRI E-IB68 ARID E-IB26 SGNWm6 (ROSSOE IEVi1 D. MNO ZONB f. 2 ! 3) ! Jl'A21LOI-10 AS PFA TAS 201, ZOS ! 2¢5 PROTOCOLS tARDE VISSIIE -IN WBIWO'W TORE � JD3m.o1-06 AS PER ASTY E-I W6 MD E-DRAB (1�41E IEYFI. D, YOfi ZONtS 1, ; ]) flASIC PRORDIgN ONLY AI0 J 072501-86 AS PFR TAS 202 %!NOTED. 2 HV mADEp IVm IN 11NDOW Duff ® ATa mW1EIXED TO WOKK w ue69x MM FACN OIxER UxDER ME GENEPAL t1YOA1D1b AFIO CONNTIOtb OF VSE NDICIRIED ON SKEET IB BFM1N BV. ACCORDION PINS (W WOWS). USED AT EADES mAIDaE AND FOR DIRECT MOUNT CONNR.TOH ro TfUOS S WL BE 1142W AND 11441.W RE.SPECTA'ELY. 410-14I M KOXIM SERO STAINLESS STEEL SCHnIS MN 1350 W YIFSD STRENGTH AND 1CO w TENSILE SIWNf.M PINS SINL BE COIW MIN BERTHA HV DALAOSUDD CODING SYSTEM AS YMIWACMRED BY ARROED CODNC MPLXJLTORS fEPSIERED MM AEA'AN SINITER SYSTEMS ASSOCUTLYL PINS MIST BEAR THE HA HARTOHG OR THEIR HEAL 4. ALL ALlMNRY EDxImOM' S BE ALUwNUN /SSaGTQN IILOY AND TEMPER M NNCUED ON SHEXIM 2 AND 3. YRWDY TIDE STRENGTH! FDR 15063-16 ALAY S WA m AND 35.7 W 101 60,05-73 ALLOT. S. /LL'SCRLWS ro BE SM0E55 SRm 3d OR ]18 ASH AWES tli COAAoSON AL9AANT CMTED ➢11mW 6'ITE. m PEA EN E0D1B MM W W YN YIF3D BTRENaM AKm PO M YN 1F1I56E SiRENCTH AND SHAl. LXWFLY W/ I'OR6A BWDOC CODE SECTION 24111 O BOAR TD DE /ARSE A-J07 GALVAra2Ly STET, OR A19 304 Maio 4M5 STAw1ESS STEEL 10111 35 Ed MNNLN YDTA STRENGTH. 7. BEE THE FTLOWNG SHEETS FOR ANCIlDR SPECIi1GTbb: W RUDE OO ! 1413.14,1E AND TD W BLADE OO & m WUR NQ N LNSOH: 1; 13 ! 15 L THrs HAIKU NV. ICOpmpN SHARER 5Y31EM MATS A US DNFNI J6TTGAez OOVFRNERR K 1165 IPPRO/AL /AE fD/EIED. N M1NE OR N PARE B( US MIFNr JS'RSB.179 19RD TO F/SiEibl YEDIL SDIPRY. N`L R. R SWL BE 111E rE.SPorsaemY W ENE C VAN. T KOR TD VERIFY 1Fa $CON LIOUS a IN WITH THE E OBIS 10 PRI S ro BE MNINED SI INSURE PROPN ANCHORNCE. CONIWCIOR ro aFA/uI11K ALL SMILER CWPONEMEO'ES WNA]I RELURV, TI1PU fASIENNO IN CONIINImIIs COHTACi WITH Ra WODDm ro PTIEVRIT WIND/MN NR111510H. la. OCH UNIT MUST BEAR PERWIDR LABEL IN A NSNIL PVfE MM INUVEN0 NOTE wDY1G PER ODS OF WROWDE WN W WGS HOME O%NZR, TAUNT. OR OIIEILC COST PROPFL6Y CLOSE ALL W AND NO C1MBaM1E^. Arm EEXE Oq l0CH Nl !fD' Alm M' IDCJ4 It. S !TER WNIWACTIOM LIBEL 3H11. SE LNAED ION A READILY VSISLE IXIKIk N AT ACCORDION SNlmei N AFANAYXE WON STCmNN t710.B3 OF FEDRO UDLW'NG WOE ONE TASEL SIAl1 BE PLACED FOR EERY N G. LABELING TO COMPLY MM SECTION 1710A OF THE nDIWA BNIIIPN: CORE I; BERTHA N.V. ALCwMON SHU TIT SYSTEMS BSTA " AWL COMPLY WITH SPECS INDICATED N TITS OMMNC PWs ANY ERDDq AND ZONING REpAA11Nb PROVIDED W ME JWi®ICTION WImE PENLI' S APPLIED TO. '13. (a) DLS PFD. PREPAAD BY lNb ED1tE1Em rs 4IINEaC Arm DOES AOT 15mvEE wiDI0NAD1aN EDP A SRE 51ENim PROJECT: Ls MEAT THE SIR COrElnolrs OETMR FRd1 THE P.FD. (0) CONIFKTOIT ro H: IaSON9BIE i0R ME 5[1LCIIOx, PWafISE AYD NAAWIEN wQ11DBq RIFE SA1ETY CT 11M flAAFF. BLSED ON Rib P£O, fRNOED HE/Sa W6 NOT OEV'UiE iRW llE CONDfT10N5 HTACID ON 11114 OOdllElfT. CONSTfN11C110N BIRTH AT SIZE rs IIfE OWNNALiOAS RESPONSWUIY. (c) THE; P£D. Wul BE CDNsvEm mma P ALTERED Br ANY MFN1S. EEI SITE sPEWC PFWECIS sHWC BE PIED/10D Br A RdUOA PEG6RRCD ENWICOR OR MCIDIECF MIXM NLL BECOME THE EYZNFER Oi R'WM KOA.) i0R THE PANFR MD Mi0 YAK. OE �Porb®lE FOR lla fiIOPLR USE OF Da PAD. ENWNEEt Oi RFLOM. IBMO AS A OEIEGIED EIGD@R 10 DINE P.E0. ECV&Dt SDWL SU®DT TO iH5 UIIBR RIE SE SPEtlFIC ORAWAGS UDR BEVaM. (F) OR78NL P.ED. SUIT BEET ME DIRE AND ORGRYL SEAL AND SNNANIa OI lea PRNFFSSX1NIl. fHWaiR OF RECOtm TINT PRIDARED n. IL ECOme. TMUT TESTING & ENGINEERING COMPANY aL1 Aul ]@ti O 71 ]m r F. Vawi I-11 DD Plvn : Cw5p7r-15W . F. : (bS1Ar-I'Jf T¢11t &. P£ Lie 1 Nt67 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SISTER CONPQEIES 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 1115GLL SHUTTER ASSEMBLY W-44 SHEET 4 IYRCN. YINDOW l#ADE & MNDOW DEfWL ARFe : FN en n AND EN WINDOW RLADF 9 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 NSTAWRON CETA05 A-F, CONCRETE/eLOCH( SHEET 6 INSTALLATION DETAILS C-M. WNCRETE/OWCK SHEET 7 CENTERwIE DEMAS NA SHEET e CENTERIA TE ALIFAMTING DETAOS IV SHEET B END CONNECTION. DETMS 1-6. ODNCRETE/BLOCIf SHEET 10 MAXIMUM SPAN TABLES SE I It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR Sm®tR.E- CONCRETE A, BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCKEDAE- WOOD SHEET 15 ONSELLATION DBMS M-R, WODD SHEET 16 VSTAWTION DETAILS S-X. WOOD SHEET 17 ENO CONNECTION BETNLS 7-12 ! X. WOOD AREA 31 HV WINDOW BLADE SHEET IB ONLY TYPCAL SHuD¢R ELEVATION AREA 4- EN WINDOW BLADE(1)ONLY SHIRT 19 wAAtLA11ON DETAILS METAL STUD WALLS SHEET 10 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA Au&S.Am American Shutter Systems Assaclatlen, Inc. 4268 Wastroads Drive Worst Palm Beach, FL 33407 47 2013 ES YELL 51JPPLY. INC. BERTHA HVTM Accordion Shutter Systet KY. &AX ®1 W/ OR W/b RV. WIDOW SINE Y. Raslmo wrz oPAWN Ore uL 1 SD II-1S2 4/I3 IS OOD 4/13/15 D DRAWING No '.1 15-085 US PATENT DNS OF USE OF BLADE ® ON SHEET 19 6063-TG ALLOY AND TEMPER i W/ � 191r • Rs° _ • e 1.A9B• i1 HV CEILING HEADER EO FOR USE W/ HV BLADE 1 ONLY. SEE SECTIONS FOR VAUD 6063-T6 ALLOY AND TEMPER 1® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE(j) m63-76 ALLOY AND TEMPER +B �HV UNNERSAL FLOATER QUALIFIED FOR USE W/ FN BLADE(f) W05-75 ALLOY AND TEMPER 6D63-TG ALLOY AND TEMPER VH6E3 P nns' AW .Im •a1( 61 W- (pHV HEADER/SILL OUAURED FOR USE W/ HV BLADEp1 ORLY 5063-T6 ALLO AND TEMPS ALUMINUM ANGLES QUALIFIED FO$ USE W/ w BLADE I ONLY. 6063-T6 ALLOY AND 1dPER OHV WALK —OVER TRACK OUAURIED FOR U E W/ FN 6063-16 Bµ�E 1 }[NP a��my 670 s 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BUOE 1Q SEE SECTIONS FOk VALIDITY. 6063-T6 ALLOY AND TEMPER COMPUKENT A 0 T1 n Q 2' V LL+N. 1/9' 1/6' ® Y V MVI. n192' 0.192' QB 29' Y WIC O.Im' 0.1m• FT 2' 3 MERE 0.139 0.131 IL ECOINe. TILUT TESTING & ENGINEERING COMPANY 6bf Mt J60. St. 6LL .1P3. VRP.A G1dIO.R rtOL131 PAwq : (303I6T1-1530 . fm : DOS)QY1-15J1 De. QS HV 90'�180' STARTER QUALIFIED FOR USE W/ HV BLADE f 6063-T6 ALLOY AND TEMPER 9B+' 6l1 a 17i.1 QUALIFIED 9OV 'LENCK QUALIFIED FOR USE . ITY BLADE 1 ONLY. 00E3-T6 ALLO ANO TEMPER % Y t 10 1 r T 0.12V T I T OB0' CORNER POSTS QUALIFIED FOR USE W/ HV BLADE Q m63-T6 ALLOY AND TEMPER AI.&&Am Amalean Shutter Systems Association, Inc. 4268 WestrOada Drive Waal Palm Beach. FL 33407 HVyyHV RAINGGUAR ZORD OVALIFIED FOR U W/ HV B AOE I 6053-T6 ALLOY 0 TEMPER 0 2015 EASTITH METAL SiR3Y.Y. Pol 13ERTH- A H Yw Accordion Shutter Syster HV. RADE p W/ OR W/O HV. WI OW 9ME Y. OfSCFNIM DA1E PUiN UP ML 1 OID 11-182 +/13 IS MNe S 13/1S DRAWING NO 15-085 O t,,C 1yW `9 nCM aM,iMNNV M LE" " LOCKER FOR "T" LOCK CENTERMATE ®Ol6WFlF Q6F3�T6 NLOY/ANp TEMPER 1 ONLY 0 IWFlEO FOR USE W/ W BLADEQONLY W63-76 WAY ^0 TEMPER ® LOCKING ROD& OUALf1ED FOR USE W/ NV S ADEOO 6063-T6 ALLDY Me TEMPER 4WSTALLAnON WILL REQUIRE A VIA OY ANa ICYPER THUMBSCREWS a � „ aFlEHVO Q01 6063-T6 ®� TED FOR USE Wlo ESLADE 1 6, a .CY170" 0-20 AISI 304 gLaS.S. THUMBSCREWS OVW)1E0 FOR USE W/ HV BLADE 1Q IL ECOEN,. . TRW TESTLNG B ENGINEERING COMPANY OA) ai ]M A SLL R N6ON W6a4 ,IGM A 1A}w : De!)8)I-1610 .Fm : (Sro)6)I-1631 11L:! ".l_3 C, ® HV LOCK / ® HV EGRESS LOCK SUALIFlED R / IN OUNIFlED0�OOR IESE W/ W ONl7. BlAOEUh ®QW.Y. on. I PLAsne LIEN F 16 .36C Mat RNETINa 1/4"�-203x 3/4" THUMBSCREW 1„/4"0-20 RI1MUTs �9R6 W, /WEN14 (Smh9 MIO,j 1/IC[ MYE TY 9VLi IUimfl. V/llr F LGO. /5 LLWM1'.,C1111.1D 9, AV RI OfMR 1EfaeIN, PM9Pf4+t XEK .x]RT eR51 OR Ca4t. LOCK ® HV ALTERNATIVE LOCK ou Iun D FOR USE OUWFlED EI%USELY. W/ W W/NV SLADEQ ONLY. alAOE 1 ON EMy 1TKuuenRw EiurK,ER eR Iff') 4lat6EA Dd -M. I .Ix6' ux T10.P41NNv fiY1RSM pE KEY 6 Cf1e1C}R 1.)l�Wa (R HD LOCK ar REGan HiPAe'ARE MIXOISE LOCKS SERFS =3 HOOK DOLT LOCK. OUAWiED FOR USE W/ W BLADE lOY (A FLORDA BUILDING CODE(Non High Velocity Hurrican O 2015 EASTad METH. SUPPLY. IKG A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrmds D Ne W66t Pdm Beoeh. FL 33407 HV. RODE Al W/ OR W/O HV. AWMG N. 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV V L) HV BLADE 1 ® NV BLADE TA ® EW LONG RECESSED NYLON BUSHING ® HV SNORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © W WHEEL CARRIAGE ASS] 302-303 SERIES 0.870•e3/16' THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RWETS ® HV 13/4- ACCORDION PIN W/ /8 HEAD ® HV 2 3/4' ACCORDION PIN W/ 88 HEAD s ® MLYCA1830NAM IMPACT RESISTANT HV WINDOW HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 'OM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR rA BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF TD/ ACCORDION SYSTEM W/ HV 10 eo.RTe' BLADE WHEN CORRESPONDING TO INSTALLATION "IT". SHEET 7. 04 - 1W. (3) HV PIN ® OR © W/ 1/2' O.D. 1/16' THICK S.S. WASHER % SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL K, 'B> SHEET i e I�LT. 13) "1 Ir I c� ii--. QOR® { I. l ® EXTERIOR I NV RN ®OR �.T [ a eLA6E's Axucat (sEE Norz • Tea REOUIREYEHI$) M HV BLADE SOLID & fA HV WINDOW BLADE DETAILS N.T.S. IL ECOu[G. TILUT TESTING & ENGINEERING COWANY Ws aF J6N A w N4 ms N WaOiS IIDme il' cow : (w)en-rm . rm :Omen-Issl �wx wmoodmn YµlEa A TR 0 Jr. iWCW Ik. Nl67e) sz• J15M. x T-7 :�: asm� .eoea• POLYGVwONATE SOURCES TOR TaYa wmn u.ueaE aaewo nsR.r rnve¢ .rr® O e nr�m ame omne my om emT m/w' ao.e m/m' trnxseU 1{MY 141D 11fMEiM AM 10.ID Mm PLL OJMVLL nova a,menl u rm ra,l mve Is+m wi IA.m ..� rluem�lmue .m mna aaam ..+ ve,am .LL Ream ® _—` ma, om le nyn. n n-e/. aom wear un mau of • e..a R ra we a eRome un mn o-1 owv �I aAo av rxren mn o:m Len T om r vuemn rtel Rim >oaa awes una Avm m em we eem eLL mm[ aem evort .crane .me em ew W eem RLL A.S.S.A. American ShuHer Systems AssocIOfIGn. Inc. 4268 Westrocds Drive West Palm Beoch, EL 33407 "mma"" "caw Accordion Shutter System KV. BLADE e1 W/ OR W/0 KV. WIMUY BLADE N. ®aV°1©•�7 a 8Qa10 •®a TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. C OF CORNER CENTERMATE 1. MA'mma mld@m}pxYl ft ONE W IDCK ®or ® Sl 2 BE USED AT 1/2 OF SHUNFAUP TO 105'.AUS�PAN IIRRTANY DFTiVAmN�W LDCK R� d p,312ANY NAY 6E USED !S ANOF SI,RBTER SPAN �NSIOE OR OU14D£ LOCH AUZCHOW TO �p aR Qj COME RMTES W (21 1/4'Y20 . 1/27 LONG FIAT HEAD S.S. " LOCATION OF UM SHALL BE AS INDNATED m ARpL 2. PURmsm UP ro TAD IPY LOCKS OR Y BE USE AN AN INSIDE OR OIRSIDE LOG%. CONNWMN OF LOCIM TO CEN1ERWl6 OR 11 SIMLL BE AS MDIMED ON NOTE (I) MINE LOTH ON OF LOCKING RODS ME NOT REWIRED AT,[IUWcANE POSITION. BUT Wr BEE. USED IF DESIRED IF I�E SHUTTER PER IMNCE LOCKWO RODS a OR AN ALMMTNE DEVICE WY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, OHE HV LOCK Q ® BE USED AT mldlER LEANER SPAN 4 OCifALATIOIb AT ANY OR WSIOE LOCI(, ATTACIBD TO ®CORNEA CENMr.AIE /( 1dF IOCIT .�i�INLL GE AS IFUKT HEAD S.S. Wl� TWO UOCI4NC RODS NWGTED ON T/PMAL UNFR EUN%I OV.® AT lOP h BO OM SHALL DE IISFD. LOGiD IIAIOHIY SNURER SPAN SHUL BE DflERMINED AS PER SCHEIU SIATWN ON SHOOT 12. 9. • ONE ALIEWWTE NV ONJ NAY BE USED W uEU OF TN'AS I FOR ANY BPAN AND OF NGNS AT AID' EIiHUWBS It lE LDCK ® MAY GE USED AS B SOC OR OUTSOE LOOK. ATTAC. OF UT AS SHIM/4' sS OTION CRLW ro l' OR OCK SH UA B stall AT YADE F 1/4'e-zO AN O ALVU. DOCIM AN /3 OF V TTER SPAN.WE.OF fl ONE W 1 8 w ®01 A�e CY sH L EIE USED AT 1/2 OF WMER SPAN FOR ANY SPAN OR 12• ABOVE OR BUOII 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98. AND FOR INSGIEAIKWS AT ANY E ATIOIL W LOOK ® or ® M ® WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATDkCKED TO ® 9r ® SYUUER tvI CENTFWPM W/ (2) 1/4'-M . 1/2• LONG MT HFPD SS N5.�0 WN OF LOON s BE AS INDICATED ON TYPICAL S1N1RR EEEVATON. USE OF LOCChQ RODS ® W/ OR QD TOP MO BOTLON 6 COOPIEIELY WW WTORY. *NOTES ON HV "T' LOCKS AND CENTERMATES: 1. p�iSOWA1N1IONE �E1 N W EIEVADON. ALMR ANY SPAN AND TE LOCK Y IBE USED As AN OWE OR R DE LOCK ARKHNQlT OF LOCK 6r INCLUDES T!M REI1DORaNO �, AN SHOWN ql SM ON M. SHEET 9. I&UCH MUST BE CONNECTED ro CETRDiW16 ®AND ®W/ 1/4•P-20 . I I/2' LRIG S.S. mREMED MIT w/ ]/B•s . 3/32• NTN 1 OR W/ I/4•A-2011• USPMS IND A 1/4'Ov 5/B' WMUT. LOCK WY BE WSTNIED AT MOSPAN OR 12• MAXWW ABWE AND BELOW YOSPAK USE OF TY10 G ROBS @ TOP AND BOTON IS YAEDATORY. * MAPS: !l 1. ONE ALTERNATE ID LOCJC yy WYBE isEn W tlEV OY HE LOa6 OR f01ft INr SPAN /J1D pC:fAWmNS AT ANT F]FVADDK Al1TlaLJIE ID IfK]f ®tar tU UsfD ANffFR00RCUNOIr WSFRf ().j SmwN OII SAEOD0,6 HDB-1 NN S W/ 3S T 10 LOCK IMY BE WSNEIID AT UIDSPAN OR 12• WXKI 1M BBDW OR NWNE EUDSPM. USE OF LOC1010 RODS ® IS CO9PLflELY OPRdIFL IL ECOE.e. TILLIT TESTING R ENGINEERING COMPANY aWs9: (xJ)Bi,-t0. fa � (Jla)01-,JJI .-�iA104.vOomm� @-HI WAL101 A tlM1R Y. BMW lie 1 N," A.S.S.A. American ShuNar Sploms AmaDiaflon, Inc. 4263 Westroads Drive West Palm Beach, F 33401 42 2WIS FA9TBW METAL SUPPLY. M. BERTHA HVTM Accordion Shutter Syster HV. MADE ®1 W/ OR W/O KV. W OOW MADE V. oOpvDM NrtI M. m. NL OID 11-182 ,/IJ IJ atFa 4/13/Is 2 GRAWNG No 15-085 c L (SEE C .Norms scxmu ON s5a IJ) IU7 1 a � me (s¢ mn qw wcu 7) o PM�(--301.t y_ .(., a -I.. OGnCI I.GYpGSir NttIWNS �:/ 1' J ,/a ` � (SFE SONEIIUIE ON SHEET 13) Y"m. ueuHV WALL SILL INSTALLATION O (� saasalE ON COR3lE SNE[r 14) M OONCTi[EE Bu= wui K0 EQ HV WALL SILL INSTALLATION nam+ Or sEenars . fat nPlraL s • E a - FDCf OCifNNE ♦ SEE MNNS Di USE raft STp16 Cw BE mMSNm (SCE SEWIMeNWS ON SHEET 13) sME ON 9101 I8 SUrr M!! PRTM3MNN. © HV WALL HEADER -INSTALLATION Mw. SEn ON ro mwss —(sEE wSeI.RE ox sNxr 10-- j, �1 �oPnoxra I . /' Ym J OHON E 1• ' SS 1/.'1-MJ/a' SS. R16LP5 CmYJd.13 .NmRON 1(.JAJ 12* e IR• 0.F (5, �E � w-2 NM 0 Ir m N/ t/a•-ID MIIS o IY o.c 4�NCPEtE Y IS eUXN RCpMSD FQHV WALLSILL INSTALLATION INSTALLATION DETAILS W/ M HV BLADE . IL ECOIga. A.S.S.A. American Shutter Systems 11LLR TESTING d ENGINEERING COMPANY Aeeeato lon. Inc. "^• "'"�' J'' a m �" a'� J,� rr�a , Dm)011-i}]0 . rm : (Jm)Brt-lul .-ma: M4cOmA<�. °vi'u.v.c 426E Wcstroaas Drive West Palm Beech, FL3J407 '• t'`` G� � aIONAL1e`"` iFiry 3i�NANRE/DATE vMm nm O. .ter ` i Velocity Hurricane Zone a1Qe1 MECM. SUPPLY, M. RTHA HVTM Dn Shutter System OR W/0 HV. WNDM GIAM wrz owvN or: ux. DRAWING No OOl*mRrm WRORS (M �U ON D1.1 13) 419 1 Urn I \ 1.1 R- IFF-7m, Lug: VAUL611;:= I \ 1-1 9 I ANCI DUIX ON M4 13) RJUNIRRED L,,, ,,, CW4RlE NK1MG5 (Setsaimm ON srur 14) (D BY WALK —OVER INSTALLATION FLAT " WNCRM M3,0Rs E(SIX �W� 14) .TRENCH INSTALLATION VAUD OILY MR UP TO +70. -75 PSF ASM DESIGN PRESSURE RATXG & MR SPANS PER SCHVIDUU A SHEET 11 i a '9 3 OR @ flw/4- X• 31r I/V MReps flmo o .. o.cr-L *0-20 m M& ON= m� 6 -(� C 3 Wle SlI.S. 9"0. 4% NtKog• On (sn: ON S<E1 14 q OW VXX Of SADO, 014W4- rx sas. 17 \—CONCREM MCHDRS I .9-0C. tE WX 13(b) POURED 001— (SEE SCR� ON ON I ON OR �,&:RUCK 14) POWERED R ODHORETIC ij L FLOOR INSTALLATION —OVER INSTALLA11011 KEYSTONE MOUNTING INSTALLATION (2) Hy gmmump INSTALLATION t vs FOR CDVRNH Of su:nc- • t E, D. UM ma:N SHUTMR (SEE SPFNIGTIPa ON SVIET 13) NYxCE TTOANGERABIEEwr or USE FOR n-T= 19 HV BLADE ESNEFS4MRtt OR INSTALLATION DETAILS W/ 10 %mr TO SUIT ANY Rm°EwAT�nn.NED FLOMMA BIIILNNG CODE Non NI Velocity Hurriwne Zone) . altPam:l aiii 15 �yi rRTa Nvw'KQ 8 --A 77m R: C70 T, V— A.S.S.A Accordion Shutter Systern , KY. RAM it W/ OR W/b KV. WNDOW aADE 4,r V4 w Amerfean Shuit*r Systems ,T w il�192 oaO /1.3 15 5 -E 4TATE OF TILUT TESTING & ENGINEERING COMPANY Assoclallon, Inc. 2 DRAMNG No 4OC 4268 Westroads Drive �6". ............ �O V3 West Palm Beech, FL 33407 15-085 RONACE ,,0 1("9IUWRE/OATE RORmA wel P.E. SEE END WA OUT iN SHEETS 10 i IN ®a©•oa' sa xans ax uwm+s ams ®. Nv lams o v® INSTALLATIONS W/ 1 HV aAs9 BLADE W HV CENTERMATES �o " OR SEC END WALL GONNEDTION (/�ENISi1xc wcss -------MAILS ON SHEETS 10 & A .______________________L __—___ —__T—i IN SnE,EEE /-��-,n• a ..0 v `� ®ems/ U �PQ r BEY ® UT ' ,o•®a®Q©©a �Vq "® HVB ,®w©Om ®� FxxaaVC E @-----RICA ————— IN —Z-07 3"L/'�'®' uw. srerea4Nan B-®m®�®'�•�_N= C T M ®•®"�'�'®'®� (s¢so®u� 5 Yw. �N41CN u®•® X io/tDtN O•®°1O•®��•� Ox SMCET ,I) TO GUR ®� a®• IN cam, ---- ---- ------ -------- OUT le• o.c z 3 vua[5 Be * - ® " ® OUT a yr we s cx oUT HVE H /E** HVD RUN= BUILDING CODE Non High Velocity Hurricane Zone P A TI( ®zms vsnmr+ uEtK stcrtv, mc. a Iwo `�tE �ir�•,, BERTHA HVn Q'Z CEN = A■ S S A Accordion Shutter System IL ECOF■e. ■ ■ ■ Nv.annE6lw/«w/oHv.WwwielME *� /�•'ke STATE OF ••�-."T. sue.s4e. M�a� Amorteen Shutter Systems Aasoetafon, Inc. n mn cIa—.sI mn 15 aawmx esn Ia3/�+sTILLJT TSTNe A NGINEERING r=MPY, 426B Westroads Drive z DRAWING No 0`• •e(ORIOA: ��S'�� ® IIw— West Palm Beach, FL 33407 z 15-085 ': FS• G •0 MM A I Y. PL ��•i 5,��y ``•Ea �• newt 1 u+m 1 SHEEP RE. 19wI +, WNE/DATE 6 8 of 20 ALTERNATES "" 10-CK S& HV MALE/FEMALE "T" L CKS CENTERMATES LOCKERS / n HV BLADE s SEE ENO OONNECEICH aEWIQ ON SHEETS 10 ! 10 OUTRI-N }�°""°'"" I aieocmwaH o"�v IM. FOA16 "'can", -o-aob-®®-�. 8 �.9 HWRdan"3�6f. xn¢�tw tte F�� El t s¢Nmemn wtva®. T 1000 M b07.i i t tumz su. NYMN n .vml vm nNct tHeH Nnmr, rxn r onn. n xNeNtcnm m cen awn e.s'oo+r.m u[r a muu. t ©0 HV 'T' LOCK IN -© )or our 0-20 x 1 1/2- S.S.M.S. 7/e•0 x 3/32- WINGNUT. HVG* IL EC0mc. TIUR TESTING k ENGINEERING COMPANY Lim v. ]!n A A AJ. wY WmUR 111In/. 31 Pe-- : neebrl-15]e . ra. � 1]a51811-reel RE OUT A.S.S.A. American Shutter Systems Aseoclatlont Inc. 4268 Westrocas Drive West Palm Beach, FL 3N07 :IHbD7P! =5 rASNnN NETAI SW I.Y. KV. 81ADE 01 W/ OR W/O RV. AWING No 15-085 POOPED CONCRETE OR PWRTD CONCR POURED CONC ETE OR CONCRETE OR CONCCONEEREIE CONCRETE BLOCK kN1 RE OKF OCK WALL mEO R WALL REWORD DWA LPEW BLOCK WNL REAMED CON A'Ia9 a155 El751WC CLASSENISPNO CUSS — f- — -1 � 7- InN F�15L01G 6l/55 �E%51PIC o WO G r —� — r I- —F� t. 1 TTooAAssm I UK sAVwiaL EO EO COEON ON SUET TO IDE SIDNWIeI �@la£4 1/16W 14% IfFIR NO (Goal ONa 1 11 Fall a 9Am ® al s¢T m ,ICI O mNO 1/=' a aEII Wt AWY. (CLOAP U. CLOScONT.ER ( Iww \ EIAa¢0e ® / e.��a �AT An6(ierovoTEE \ ' ' ��� I/z' ION. ©) I I SE I. OR 9 VAK 116.1/9" SO15. I _—_ —_ 1/6l0_9• I __ --_ APPIINI /10A1/O' SYS O 16' OO 0 16. O.C. _�___ AFL, CIP ` (W6 Ts ALLD17 WOFm01! ` ® (( 11101/z- SN.S. rope 4 (9)1/4'1 UPEONS TO 5SEE WNL Ar 1' D.C. (L xFC ME MN N OR & EITHER 510E Orp) lE Ar OR Qryr OR ME�co�IRaKCTM Tag?OR (W • •8 T-e 1 •®- TO 1MaCi ro tRAas �•©. Qi -s .®. am L a 4®- �•®-©.�©�®. �- • .6 O-8 •®• 1RA06 OTIN TAT'AIL NTIR ®•fiA•®' END CONNECTION DETAIL 3 END CONNECTION DETAIL® END CONNECTION DETAILO TO ' ♦ RDIIORD DMY rOR SPu6 G5AlFA IIMN 1Y-C CaocKE' w.0 4 4 �F%SNIG GLASSREOORFD ----- NN. OAA61]! 11 1/3-SY TO aAa (se: 16' V U K AMEN E ------ a ---- 1�E Q mNO CON OI SIEET 19 rM ANCHOR O 1112• YIN. i0 OA55 (SEE .. _ m_�MO _— —_ CONCRETE aME5�6 QD� 19'0.C. - llmO 4 y aenEsmeB __ W© AK OR O E 6 dtv"^ I�OR Y' UK 2' ION. • SEE W BON 5MUN9 a' 116E FOR OADE 1RET 19 ©Oi®OR I®OP�OR� VIEW Y 5 I OR QA' PLAN °R Qu©.©-6 1 .®• PaIRLL MCRETE an ® /1 O 4� ®- DETAIL •�•©'oa6 E X S L ca6aRTE 9LDaL Wau E�9•®•©•Q�•©•Q3- _NA_L$7 'v1` ROOMED ®•®•®'®-©'®- O.O•©-©•O•®- 1 HV BLADE OR flAl HV WINDOW BLADE INTO O O Q7-6O.Oz'®- ®•®-®•®O ®- CONCRETE OR CONCRETE BLOCK WALL. ®•Q�-©®O ®- END CONNECTION DETAIL 50 O•Q$-®•®•�•®•� O ®•®•®-® CONNECTION DETAIL© ftOfYDA BALDING CODE Non Nigh Velocity Hurricane Zone a. ili".'.,, O 2016 ExS METAL APPLY, INC. BERTHA H „E Accordion Shutter System HV. HATE W/ to W/0 HV. WtUON HnLE CENC IL EC O lac. A■S■S■A■ American Shunter Systems B1 o«,DN - STVOF iauv TILLIA TESTLNG h ENGINEERING COMPANY Association/ Inc. 1 0.O It-192 Na so, x, a., ae6.wa. wmua rarer, a1,OR p1,e,,. ; awpn_IVT6 , rm : f365br1-IA1 o -Sj,--....o •-„�®u�lm�oam.•m t Pal Beat . L 33 West Palm Beach, R 33907:I�O,''N�'''�a�E MIO ,,.,,wAL�N :U= &.Px naPaIle / u16T ; P.e �uu 5i0M�tR1RE/DATE 20 MAKUNM SHUTTER SPAN 'L+' OR 'L-' QQ. FOR INSTALLATIONS W/ LENT & or ONE N.V. LOCK ® -or or W/ NO LOCKING ft00$ Gr HDD LOCK ® RODS CENTERMATES & IN W/ ONE HV LOCK ® W/TNR005 ®TOP & BOTTOMM L SEESEE NOTES YwyM A!Y 09 PIS JI LLNr1RE k TARO NSTNlAT1OS WNL 1rOU111C4a Raw/COMHC YGVN WG I. W l- U 30 OR LM !V-W !V 1G-6 16'-P 35 l4'-1D• IV-lo• IS'-r IV-0, 40 13•-10- is-10- 114'-r IS'-2- 45 IN-1. IV-1- HIS"' 14'-0' 50 t2--5 12'-5' 12'-0• -S-7' 5 60 - 12-11 11'-4 65 V-11• 70 101-0' la'-6' 1 10'-r ll'-5' 75 HY-1. 10'-l- I lW-C I 11'-1' 80 V-10' 9'-le' l0'-0• IC-V 85 9'-0' 9'-0' 9'-9- 1C-5' 90 9'-3' 8'-3' 9'-5' 10'-t' 95 9'-0• W-91 V-2' W-10' 100 W-91 6'-4' 9--0' W-7' 105 8•-T 1t0 e'-4- 7*-7- 6'-7' W-2' 116 a'-2- T-3- e'-4- e'-IT- 120 W-00 6'-11' 9'-2' W-9' 125 7,-10- W-31 81-a" E-5' IN T-e• 6'-6- Y-f0• 8'-Y 135 7--7- V-2' T-9' 7 140 r-V 5'-11, r-T r-W ISO r-2- 5'-7- r-4' -0' 155 7'-0• S'-0' 7 -Y 6•-9• 160 8'-11- S'-r 7'-1• T-7' 165 W-tu• 57-1' T-0' 6'-4' 170 V-9' V-11- 6'-11' W-r 175 6•-r 4'-9' V-9• 8'-00 ISO V-61 Y-e• a•-8' 5'-10' 185 V-5- 4'-6• 6'-7' s•-r 195 V-3- 4'-]' 6-5' u -9' 200 W-2' 4•-2• a' -I• W-S ' MAIOMUM SHUTTER SPAN*'L+' OR -L-' (ft.) FOR INSTALLATIONS W/ ONE KV LOCK or or W/ NQ LOCI(I G RODS (SEE NOTES t,lt) Ivmr AfL !d M�4C (a!) fWRIE h'AaoG W.eL IrOUIRIo k rlWVefNA WM9A" IH NI I- 30 TB'- l5'-O' 35 i4'-10lo' 14'-4a" w u•-,o• 13•-m- 45 IT-11 1Y-T• 50 12•-5• 12'-5- 60 0 11'-P ❑4' 70 IV-0• 101-V 75 IV -I* 10,-1- 80 W-10• V-tU' w W-W W-W 90 9'-3' 1 9•-3• 95 W-W 6•-9' 100 8'-9• e'-4• 105 W-7' 7'-Il' I10 W-4• -7' 115 7-2" 73' 120 e•-0' a•-Ir 125 7•-10' W-e' 135 r-r 6'-2' Iw T-]- 5'-11' 10 7 V-9' 150. r-a• S'-r 735 7-0' 160 W-II• 5'-r 165 6'-10• S'-1- 170 C-9' 4•-II- 175 6'-r V-9• less. a•-6" V-8' 190 0'-4• 4'-9• 195 g-]' 4'-r 200 W-2- 4'-2- 205 V-1• 4•-1' IMum SHUTTER SPAN* -L+- R -L-- (M) INSTALLATIONS kI& W/ ONE HV LOCKS OR W/ NO LOCKING ODS (NATAL FOR NOUNTNOQ MIF3T» A. ®, R,pp ( d!) CONCRETE USTNUIIDKS Ho,/Cps R ALL IIWMIF MAMNG I. L- 30 IV-0• IV -a' 59 15'-r Ia'-10• 45 13'-4- WP , 50 12'-r 13'-1• 55 n'-1• n'-n' 60 10'-2• 10'-11• 65 IW-1 9-4• JS 8'-9' nNSTALUXIM IMENT, CONCRETE & W000 MANSORY WALL A. B, C. D. I. M, N. 0, P, 0, MOUNTING F. K & L R. S. & V. FLOOR/CEILING G. H. 1. 11, J T. U. W & K MOUNTING & M 0 MMMUM sNtRIFR SPAN -L+• OR -I- MR INST&I.AnONS 2TTD HDOD SUIT BE UMOED TO 105 Pal. LSO. DESIGN PRESSURE MEIN^+. t MA coRmEN CFHMMOE #3 MY BE USED AT ML MOUNTING u15GllADONS. mGCNG sPECIE1GnoNs SH&L BE AS INgGIED ON MIINOAIO TY CONDITION /2 NOTE is. SHEET S. t I IX®r THAT MAmrUM s on ER SPAN -L✓ OR %-, AND MAIOul w AS oESNG prassu E MTNG MR DStAWllOS M CONCRETE OR DONCROM: BIRO( I- CONNECTIONS fE lmim AS 0 XEnr' 1- DTO470 KEYSTONE 5--0-MOUNSC LIMBED G +ON SHEET T 7. AND B'-0' SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE FMM 19 1� eco,TEG. A.S.S.A. Amer1con Shutter swor119 TILLIT TESTING & ENGINEERING COMPANY AssociGNen, Inc. ea5.a m: sA. FN. m NwM. �rAmlx RamA 3a, Bv.4 : (KaN7r-15T0 . Fm : (Ao5j87r-rat 4268 Westroods Drive e.,wE tlrt4aewam,. West Palm Beach. FL 33407 IIADIR m A. our,lo 11Um\ Ix / ar15a (1) L+: MAATMUY A.UhVkOLE SFM FOR A GNEN POSIM A.S.O. OMCH PRESSURE RIMING, t-: MAIL ALLOWABLE SPAN MR A CNEN NEGAT7IE ASD, DESIGN PRESSURE MONO. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL YDJNIINGS (TOP/SOTrOM) OR ROOK/cmNG: CNEN A POSRNE LSD. DESIGN PRESSURE MENG, OEIFEaaw M uum sPM •I+• rxou scNxonE GNEN A NEGATIVE LSD. DESIGN PRESSWS RATING. DIJORWIE MNOWM SPAN 1 FROM SCHEDULE FINAL "IYUN RLOWA E SPAN IS EOM TO THE 99-WR DETERMINED SPAN BETWEEN 1+' AND 1- (J) PROCEDURE TO DCMRMWE MKOWN SPAN FOR CaYBRIAIIONS IN BE FEEN WALL MDUNIOIOS W/ FLOWt/[EYING MOUNIiN45 FOR A CNEN FOGHTIC AS.O. DESIGN PR65WE MTNG4 L:+- NA2. SPAN MR WNL MOUNTING ISTQ 1104i U+^ MAC SPAN FOR BOOR/CWNG MOUNTING USIN1AipN5. FOR A GNEi NECATNE AS.e DESIGN PRESSURE MTNG DEIFRMOE U-- MAC SPAN MR WALL MOUNTING MSTAYAMIUS L2-- YAC SPAN PER FmOR/[EYING Mamma, INSTIL DUNS. PTNAL MMOMUM NLOWABE SPAN S E0U11 TO THE UMIMUM BETWEEN 1N . U+', 11-' AND U-' I, w TO ANCHOR SCFEDUE WTIN FOUL MACYUM AUDW SPAN AND HEGAMIE ESA. DESICfl PRESSURE MMO TO DETERMINE MAODUM ANCHOR HV. BLADE Hurricane ratter System ELV. WHOM BABE No 113'-0• togsp apopBq WACJW ®mmO.7�p0®o®®m[O[77OOi�o lJrJl1YYWWU'JiRRJrJI'JL" 7oO m®s��®oo r�000eo mm � osepp aoGGGGIIII �mmgqp mmnpn imm�pp 90 •7 O�omRUDE= mmm�o o0mm UqHHolo ama mmoOOm000�®oO®ooC�o ppi�REFj ioo �000000�ioo®mmoo�o�E in a0000000©i0000MMMMMMMui oo�oo 2yEommmo�onopppoppo�mm®mppn®noppopa 0O 13®oOO11:911:111q O�mOo�ooO aoom0000000mmm o�000000��o o®00000 000000 monsoons ao�mm00000am000000 a mmppoppp000popommm000000 mmmo1�pEN i o1OO 9� WN ees1H7g mis p s S��a�E0o W![fM ii alo mmm C ommm o0 �e mmmEfnmAnsc mlmrafu"r`�oi "'moP'' "o mon000ioo dim � �aio mrmov000 mm o 00oODoommOD000C ®000000 oMon Inca U000EW11:111=0 ��g�Oov000�mo@v��HH�o o�ipoHo�ia° �iol•G�6o 000p�ogooga�ppi��� Monsoons g3�Qooso 0000eo 0pm0mp��o00®®00 pDppOpo000 L.00000��0000000 DovOpopoO fl:fOooOoopOp poogo0po•a0000 soon o m0000popO�CCi g0qgq0ooCii•o C•Ao0o0p0ppOp o®O000ppo 700000o m0000000 e IL ECOE.c. TiLUT TESTWG a ENGINEERING COMPANY n>n xP. m, a ax. Am. tvrt,¢t cN¢aa Rant � Pbp : Lus�r+f-IS]0 . fm : (.ffiS}9T1-1}tl e AsUf&. PL not rt F "167 TAPCON OR TAPCON WITH ADVANCED 1HREAOFORN TECHNOLOGY ALL PoINIS SOU6-SEt GLUE TAP TAPPER • SEE ANCHOR SPECmCAnONS ON SHEET 13 �D ,SEE u1f}[ATgNs OF uSE FOA BIAGE OA IXi SNEEI t9 DOE H1-4fI=I a A.S.S.A. Amadcon Shutter Systems Assactattani Inc. 4488 Wastraada Drive West Palm Beach, FL 33407 l'AT- 100 M• :11pr TA Iw_II2 F.kiFf ¢ �it�:l�9al �_L+'I ALL'\�Ea RACE 01 Wr CR W/0 KV. e'--0' I (E)WALL SILL MOUNTING I (G)COLING MOUNTING I (N)FLOOR MOUNTING I ".M YFY.GN LL'�{'a YW1Lf- 0000 guoo�i�ommmo�v��d�Imo v000i�io m���n�ng�o ©�o�o n0000�mmmm©m�ea��d_mPnmpeo mm[�y�pmp�0�0 Elul DOLaIOI��I[1iOi�0mmnn000 ©R= v0000monmo Dona o�I o apopopop®m�m7IEL�nEEIIEE����jTTn�©pm ppoppolmmEL�[v��o�mpmp�yy gpqpppTe ��m�0 ®OO 70 dPJ� Zi O� 00000 __ _ _ _ _ 1. AN410NS ro suesrRA1E slWl � As IDIlDPS: (A� TO E115RHG WPLTE: - 1/4.1 TAPCON OR FORMS MRR NNNWN twPfM RECwEDIDGY ANCH RFD OY I.T.N. BI~. GOB. OR TA ON 0VK AS MW. ANCHORS; CDAaK1 IFYSNn COI TO DISTRIBUTED NTT BOIJ GAR. f0 . J A.G - 1/4•1 . 3/4' NL FORMS SO WRS M 0611®JRD DI.Nrs SCREW. BDRI A S - 2 PK. G+3A TO . 2 IoO OR1E ANCRORs (Uh - 1/4.1 OWE M W/ OP A3 YNNFACMED BYFLORIDA.A TAP OR - M. AND IESiPEUIFD BY ILL POWS DO @ 5PEPALIT R. NC IN OUTINGI ED BY POYIFRS FEG TAPPER« ONRKKS As RAVED TAPCON NIIN AUMUKED ONA0 TEREIY, SIM Y OR ANY 01HT APPROVED IIFANBEO OR AUIHDTDIIW N9WR 9Td1mro NTIN THE IINEACAN 9UTIOt SY9Ela ASsOOAIWN. INC LX,04 O VENDOR BI (W.. (NOn. YR . J Td) OL TOMB VOLM-SOLI' TR SaID-SET OWE TV W/ W+ N: ND�AT). IORNUu mO.DuEM see Meets CGNCM.TE OF TM ON TOCDR wNI AWNYiD 1NRL1A Oel TECRNOLP'Y ANcNM AIW TA vs+ TAPPER« ANOIOS 6 1 3/4. AND FOR WOE TAP W! CAP O6h S 1 1/r. A4 OROUu mEEUYEM OF 1/4h t 3/4' . NWTS SfN10-SET NUWIG 4 W T/O' INTO ME PLANED WNCNf1E NO EMBEDMENT INTO sRICCO 941E BE Passes, 1/4.0-M sS MACwNE YAW OSm 4 BE 1 I!r me Reasru SNOIVI'vtYCW COST. ANB 4 M NMyR10N4 a Itx.uN OICG N/W 91@I IG 1' MAYW FOR COOLS WBN NO STUCCO. AS) W CLSE 1NV NMEOAST STONE GISDAST WwAEIE PACES, PANERs OR ANY UmRA BE SKINO Be Be ERSTING NNL OR FLOOR NIaWRS SNu1 BE LOG ENAABI TO RFAC31 TILE UMN STN=FRE BEI IND BAD HALL NNfiN[S ANCHORAGE AWL BE AS INOGIFD ON NOIF$ Al) A A2) ABOVE. FOR W9AWiW16 ON YOIL TSRNNG OR UPS P11N OR PNIWM META. SUDSON CONSULT THIS ITION UL FOR Noes T A DIID FNS PIRA YETAL STVOs BEE MEET 00. (e) To T%6IIND co NCRTTE BLOCK: (A9Y c W) ' 1/4'0 1APCON OR TAPCON NRN ADVANCED 110ffADPWeE IECTWOLO.Y ANCHORS, AS MO{tM1'ACIUM1FD BY LT.N. BURDLC - 1/4Y 1.3/{' A PoWis 30.10-s9 INCHOIR As 06TWDUIEO BY N MM5 SOREW. BOt a SPV=T( COIOANY. - 1/4.0 BLUE TO CONCRETE ANCHORS W/ CAP As N ACTUED ITT FLDMIX FASIEMl6 DREG. WC. - 1/tb TAPPmi NICNOS AS YANUFACNWRED W POYUS FAsmtB6. ONO. LAID O TMKRm M ALL MOBS YAP'. NOT a SPEOALTY WYW.M' OR ANY nMFA A IAICSO OR WnWF41D YfMXM 16C9ERm WITH Be NRRIWi vILR1OR 95Tm5 ALSOCWION. INC. ' �& j IGt®IDu fl1YDYFNT ORO W WiflE BLOCK of TAPW14 90E rM N/ CN' M'OiO6 ANB TAPPER« NIOwMs 6 s 1/r MD TAPNN mBN Awurm nxFAWBRIL TEGw101D4Y N+n10ra 6 t•. Rz) M'NWUY mftOYEM W I/4'A . 3/a• ALL Pairs Sam-sEr NTcrWRs swu eE IRmmr m®om Wro mE wrmxETE elnaR. No F3IBFDUOrt WTD 91A:C0 9WL BE i•fl01RiF9. 1/a' hR9 SS bAOiNE SC3N USED 9lNL BE 1 T!z' IONM YINJ11A1 S>RWID STUCm EraT. ATm 1• Mwwu NR wNLs mm rm 940,0. e� W CaE TIMT Pert 90HE P1EDAST mNmETE Perms PAVERS m .WY vENEER ee m9No a THE FK6RIC wuL aR nnat AN9 WIS AWL � lOW f140Ua1 N RnON Tf1E YAOI SIRUCIV� OF}CND SA9 NNL FW6NtS ANCIDiUCE SFWL BE A5 IIIOIGIED ON NWNs 61Y a Bs) rsaE FaR LNAALA1roNs a+varn. AOPW m FO9 wlm oR vmHan uETAl sNlWs EWHVLT Tx6 vlaxEErs. iOi WSIAIUMIN IMO Efs VMN YON. SNOB SEE A{EkT 2P. (C) ANCHORS AWL BE INSIILED MORKNO Al OF THE REWYYFNMBCIS AND SPEYD1GiKKS BY Tiff. MOORS MNNFACRNER WII • . 1 lT . c 11•i L \ NEL VICE BWANCE VERSUS SPACIN SCHMPRE FOR ANCHORS, 1603 W ANCHOR SPAONIS ARE VOID ICON EOS D6TM= INCCAIED BELm. Fm E. O LES ➢UN NNE NVOO10. RMUCE MC OR MUCING SOIEDUEXBY NNE FWLDNNG FAGIWS. BY YUEDPLYRG G WNNEp N0 M Uses OBfFACWR 9WL NOT OB LESS ,NYf W. SPPCHO NqJ' RV FOR I/dl NIWOfl M'E FACTOR ACIRML FDGE UVANCE TAPCON TAPCOH WIN ADVANCED) INR MFORM TECIP40LOGY AEI. POINT SIXID SET f0.1h TAP W/ CAP n�vpAC1xC E.D. YDL BPACWE . 1' VDL SPACWO - J' wN. SPMRW . 3 I/2• IYw SPACOA . 3' J 1/4• {' e 'EQ wP30 ODAEEIE W [Il.J 1!C aRDmE IIOO YN, fA.E PaOED mrKYeTE a �1 3g roENEn a .jaN wutn m9UE LOL Ea.3 1(C mart WneR M-R I/Y y 1.0 ODO 1.0 Ix" 1.0 08{ 1.0 0.W 1.0 2' Q71 _. - 051 - 13/O 091 - O.a.T - 1 _ Offi OS9 1L E C O INe. TILLIT TESTING h ENGINEERING COMPANY a1V AN YM R aY ]W, MNM WrtmK. ROmW ]]. I11mW : (wJ)Bn-I3]O . Fm : (30J)3T1-1'FI ILIEA A iILLiT b. P.L f1.ORPH Lt A MN6Y A.S.S.A. American Shutter Systems AssealatiOn. Inc. 42GS Westreed. Drive West PDIm Semb. FL 33407 nBRIGORe :)n Shutter OR W/O IV. WK AWING No 15-085 wwtn (VCEtE L01N1E)E wDac 1 OPER : 1REST]I OS RNNCIW✓fl aaN uaRmna 6P3I DD a9]I 011 R 935R ®I EUIS£ FaSflR. WIN YVN IOfxRt RSSSR 9RM OmOI ETI]SS If6Y6 Po1N 30 b tl M b Ifi IBo xo! >D b e0 A W a0 100 x05 30 40 Bp 1f 00 a0 180 ]N b b b ]9 00 IM Ib 1M 14 IS 10 n e a 1 I 1 a IS ) l)) b b e _ ]'-0 i♦ 13 to S e e B a 1; 13 tY tx i] 13 0.3 ) I T T) J 9 T y$ S A S S b 3 4 1a Ia H 6 e e 1 a 12. It li 05 e• u) i T]))] u S n O 5 5 o e s 11 1] Ib e e 6 e e IY 13 12 lx TF to 3 0 N 13 1H 10 111 1. 1./ 12 la 12 It IIZ m a1 a)) r)) r ♦ n a a b a D a 141] LO H B B a 0 12 la 9 19 13 FsJ It )) T)) r) T n_ 5 3 S e a! 4•-G, 1• 12 10 9 0 a' B 0 If +3 05 8 8 ♦5 ]3 T T]] IS!! 6 8 5 5 5 B 5 1.IS 10 H B 0I B O if 13 12 IS 10 ,3 0 ♦ ) ] ) ] ) _r ] > a3 D H ! 5 5 ! I 11 13 ID 0 B O B B 12 19 I3 11 B) a♦)) 1]] i ♦ i D 3 5 5 5 I. IS \0 0 B 6 8 B a 12 13 13 10 )S 13 1))) T)) J)! D e S! 3 5 a 1♦ I2 \0 o a e e e I2 IS . Idr) a }3 s a s s n s 3 1 It ID H B e a 0 ix n a m a i= I))] I) S8 • s s a B a 3 4 w n +0 D e b e ix a u o m SD 4 a)))) a u 13 - s e! S u 1! - 14 IS 10 P 6 D e a t2 la 19 10 e e IS a! I l J r T) r T 9 5! S 1 3' a 6•-0, N 19 10 • 9 e e b Ia Ix e 6 e♦ a-) r) r r 6s • 5 e I!!! a J u u la H e a a u' 12 0 e BS a ]a — T 11]] 6 as - 5 3 3 5 3 s u- w Ix 10 f 6 B 6 e Ix I. to a 05 a to -) I) eD IS a e a 3 a a♦ i 24 H m H e e n a lx 12 tx as I a 4 3)] I T 1 T 1 O 5 a s 5 n 5 3 w 12 IO H e D 5 s 13 1➢ IS u J- T r I m • e a 12 1] u) 11 ♦ 11 I> a tl 5 s e N I l0 Y e 0 b- Il IY a3 ) HO • 3 T ) M a a e! U 10 -- g� N I; o a B 0 B -' 12 I3 OS 75 0 a3 35 -> >- ) T 4! e 3 a S L 14 14 a T2 10 le a 9 a e e e 0 e- 12 IS 9 ll 5 73 4A e 4 5 3 i! - r) r>> I] ve n3 0 •-- a a e s a a e a•] 3 43 - 14 It o g e e - a 13 )d a S ]S - r] OA a♦ S 5! S• 3 I♦ I3 10 9 e / - - 11 12 F5 Sa rd J - f ) r ) T e J 0 5 O S 0 ! 0.,-0. µ a 10 e B B_ -. 03 a S' 4 13 - ))> 8 8 IS - $ 5 S a 1 3_ 4 13 I4 1 10_ S 5 - 12 0.0 ] 53 43 JA - - > ] 0.! IS- 11 Il a 8 8 - - 13 11 0.3 0 S 1S - ) ) ] r ) A! - 5 ! ! S S S 1S I6•-e• 14 13 10 e B e - o3 I u 1! a - ) 1 > ♦ 5 u. a5 - 1• a t0 9 B a - \2 9 a S♦ ] 1)• P 5 n S 48 1• 12 10 'fl e B - It 04 a 5♦ a T 1 5 4 3- a tl 4 SS - 11•-G• 11 a 10 0 B - B - - a. 10 J Se •3 13 - - l ) ) ] r ) ]S - S ! ] 3 S S 14 N a IS 10 f0 0 9 B 5 0 - - - - IS Il IS 6 ♦ 3] ]A ♦ 3 - - - T > ) ] B ) 3 53 • ♦3 - S S S. 3 9 —]-5 4 iT ] - - 14 12 10 9 B - 15 0.8 0.3 •d Sa - ] ) b ]5 - S IS 11 la 0 • B - - - a 9S 0.4 D • i - - ) T > ] ] S 1 - 9 8 ! 8 S 9 !. 39 T T 13 13 10 10 0 o a e - - 0 10 b IS 4 a♦ ] — I I) ) IS 0 as 3 ]n - a 3 S! 0 aY S • 3 N 12 tP W e - 0-0 tl S • ]S - ] 0.5 •B .19 - ! 3 33 J 13,-0, +♦ a 1Y 13 tP tP e a - - - - - - IS nS O 1S 1! 3 - - - - - r r I 5 ] 4 ) i 43 - - - - - !' a 0 S 0 ! 4 0 3 S a3 - SS - a Ix l0 • e 9 I u n - - - 1 r S! u - e e 4'v s u la la • - l0 I3 5 ♦ a - ) B 4 a a ! 4 3 14,b, 1• 12 10 9 - - _ - - S 4 ]3 - - - 'I ) ) ) r 4 - - S S 1 ! 5 3 ♦ 3 O I a! IS a - 1 IS 35 - 5 3 IS J 1• V 10 - - 10 rd S ♦ ] - T ] ] 1 ] 3S - - 1 8 n O S_ J W-0, • 1 0-r • r I ♦S 3- a !' 43 e _• 1• 12 10 - - 0 O • — ) ] S - 3 5 S R 2 10 - ♦ ) IS IS - _ _ _ O3 • ) ) _ _ _ O D a 0 5 a5 _ 35 _ - _ 1•. a to - - T3 ss n _ _ > I u - a ♦! - TAPCON OR TAPCON WRH ADVANCED TNRTADFORN TECHNOLOGY ALL POINTS SOUD-SET BLUE TAP TIM, It SEE NICHOR SPECIMYIONS ON SHEET 13 0 YAUD ONLY FOR UP TO +]O, -T5 PSF A.S.O DESIGN PRE55URE RATING E FOR SPANS PER SCHEDULE 13, SHEET 11 (17 HV BLADE ONLY 2015 EASIFT04 aETAl SUPPLY. INC. IL EC01rIa. A.S.S.A. Yrfl e a eIM1 tl a 1 IN µVA�DE#1W1=W oORW10KY.WrSyster SLADE Amerfean ShaHar Syetams oLStaiMWN Sal[_ wu_xn N3. TILIST TESTING At ENGINEERING COMPANY A3soGlafian4 I I OID 11-iB2 ♦/13/IS OUL 4/13 15 /iv as m 54 Sti SG wav OHOOR. Hams vI Buena I (SU)O]1-ISia , rw I. (30!)011-15Jt 4268 Wasiroods DIi9e x DRAWING No .-Has 5* auN.ea1+ West Paim Beach, FL 334D7 3 � 5-085 H-IXPo>19 aN.i1R AYlr 1I P.E Nmw ue I wle] s SHEET __ MAXIMUM A.S.D. DESIGN PRFCSI!RE RATIPyyC Of) 'D CORRESPONDING MAXIMUM ANCHOR SPACING an.) SCHEDULE FOR A GNET4 MAX SHLITTFR SPAN. NEC.ATNE * DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SQ MOUNIO:(M M F6£19 16 s li). �U BETFR ATE SOUTHERN PINE No. 2 W/ MIN. G=O.55, DOUGLAS FIR W MIN. G=O.50 / SPRUCE PINE FIR NORM W/ MIN. G=O.43 SPRUCE NNE RR SOUTH W MIN. G-0.S6 / 1 PLY„OODX 2 W �AMq,1,16G[ , asO 60 W FIR SFIR Wf - PME NORTH MIN. G=D.40 SPRUCE PINE FIR , 0,0 W YIN. G=OJ6 ueaar soNl WALL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS W&% WALL MOUNRNGS M, N. O & R CEILING MOUNT T FLOOR UWNTINfS W&%' WALL MOUNRNGS M. N. 0 & R CEILING MOUNT T FLOOR MOUNTINGS YJ&% WALL MOUNRNGS P& 0 DO. WAIL MOUNHt65 5& V Ma WALL YOUNIM6 5 JET V 10. WALL MOUN0N6a 5&V, ®6R1694WC%Q ®dl1(AXBffi[9a9EQ D9®IFIflL®tEQ Dn l�{®W4t1<QI t®60[Ip98�{"i 69 RYS{RS$696(� ®ootman,64 mmilwormumm mmc,sm M'C.64 ®ImI16 PISHNW.'E6 ID W Win 90 05 30 40 fAl i 90 OS 30140160175 90 OS 30 40 60 IS 90 NO 30 01017510 OS JO W 60 l5 90 05 ]0 60 . i5 90 W 30 W 60 JS 40 OS b 10 60 75 90 43 30 10 W W OS -0' OR 12 10 11019 13 15 6 0 6 6 0 8 12 10 10 9 tl 8 0 8 6 8 8 8 12 10 1q 8 tl 8 8 8 6 8 8 6 6 5 1 t 4 3 12 1T 12 IZ I2' 12 12 IZ 12 It' 12 12 I2 @ 12 12 13 IZ 1'-0' 12 1011019 1818 6 6 6 e 6 6 2 10 10 9 It 8 0 6 616 6 6 12. 10 10 9 0 0 0 6 0 0 6 6 6$ 4 4 t IT 12 12 12112 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 1019 8 10 8 0 6 6 6 5b 12 10 10 9 9 6 6 6 616 6 5 12 10 10 9 8 J 6 6 6 6 6 5 6 5 4 4 4 3 t2 12 12 12 12 12.1 12 12 12 12 1S 12 12 13 12 11 0. W-W 5 1 0 -- 1. 8 8 8 8 6 S5 15 12 10 10 S 6 S 6 6 B 5Z 51 45 12 10 IC 9 6 .5 6 6 6 6 5 4.5 0 5 4 4 A - 12 IZ 12 12 13 12112 12 12 12 12 12 12 12 12 12 10 Bs T-O' IZ 1P 9 65 ♦ 0 8 0 15 1 12 10 10 9 S 3 e e e 5 4 35 12 15 10 > b _ 6 6 e 3 4 J 6 D ! - - 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.58.5 75 e'_q' f2 f 10 4:M 3 8 A 6 T ! I2 10 O 6 x5 - e 6 5 5 b 3 12 t0 10 4 - - 0 e 5 s 35 3 0 S ! - - iT :R IT IZ 12 12 12 12 12 12 12 IT SS 12 12 Al 73 es VA. 12 10 S x3 - 6 6 xS S 3 12 10 9 ♦ - 6 8 A9 4 SI 3 ib 10 ! 3 - - 6 G 15 4 3 3 0 S 35 _ - _ 12 12 12 12 12 0. IZ 12 iZ i 9.5 es 12 12 10 e S S 10'd 12 10 .5 4 - - 6 6 5 4 3 - 12 t0 e 3 - - 6 6 ♦ 3. - t2 10 3 - - 9 8 4 S 3 - 8 5 - 12 @ 12 12 1 LE 12 12 12 0 8S 15 13 12 9 i 6 5 11'-0 4 ID 55 - 8 8 !s 12 Itl tS - - - 6 A9 3S 13 10 - - - - e 9.6 1 - - 0 S - - - - 12 i2. 12 12 10 BS 12 12 12 es 0 J IS 13 3 AS 12'-0' 12 10 45 - - - 6 6 ♦ - - 12 10 3b - - - 6 S 35 - - _ - IS 10 - - - - 6 S 33 - _ - 0 S - _ - 12 12 12 111.595 0 @ 12 11 A9 J B f2 1.4 JS B 5 t 13'-0' 12 10 - - - - 6 8 - _ - - 12 10 - - 0 45 - - - 1; A - - 6 tS - - - - 6 5 - - 12 12 t2 0 85 )S t2 12 10 8 II-W 12 10 - - - e - _ i 18' ) - _ 3 ♦.5 - - - ..4 12 > - _ _ SAS - - - 6 ] _ - - - 12 12 12 95 8 8 H I2 93 b C t5 12 5 S ! 3 15'-0' 12 - - - - - 6 - _ - - 12 - - _ _ - 5 - _ _ - - 12 - - _ - - 5 - _ - - - 0 - - - -12 - 12 1112 i1 9 3 5 1Z 12 Os 1 8 1 12 9 G S 4 - 1G-q' I2 - - 6 - - 12 - - S - - 1 n HV BLADE OR M HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* ♦ aE9IlEaE I¢ 11M ��ale9N 19 + NOTES ON ANCHORS REOUIREMENiS: WOOD SUBSTRATES. 1. NOW6I To \NI. 0.OLi OR 9M10 ee00 6D{m 9WL REAS rtl1a05: x SL@ IT,t,O vQ& W1SIV OF mlR fWIMNk -- _GVA1m81 PWE Na 1 W/ Q b ("As) - 114'r TA^GM NICHOFM A9 4W)FA(SMRO R LTW 6laDIX W/ IWMW OItV]MIGR A9 O4W:wMO AT -000GIIS 11R W/ 0b'-b GLosi V1N SECI�l RS SIE136 16 ! IJ, -3<BIUEE PwE NR NN011 W/ 0-O.0 ) DIDRItlE 56 NOR ; fU.OR sami W/ NO3.) x,Arclms ro NR]ax l'ER9i0 swu aAs efA uaumlc lT2E q. sl¢J R No sw1 mr3Gr oT _y ' WY 1IA ap9Y3 A9 ffA tID6'8113 Y6PC1TJtp' !. NILHpb SIWI. llfi DSIN110 {IXIgN0.V )IL CG TIE RRtlOm6O1b15 NID 6Y4C1GIG5 04 ME A4L151f3 4WIY)tN(ffIL ,IIIIINi) ��'*�A�,� '��6'• f'(_= A.S.S.A. AnBTICGD SFUIIOT Systems A39UCIGtioO, Inc. 4268 WBBLfOad9 Drive(=)61-ta West Palm Beach, FL 3U07 TILLIT TESTING & ENGINEERING COMPANY 1tDDm 3l1 eaaPllaenwa O:eN s4. -smuen:»dImawRcow�t . rm: (=)O1-IAI rnm ®-M0,1719 WNT1A. NlUa.PMO-L4Wk iMM 0N16 -^ GC= A■f11M nVTY Dn Shutter System OR W/O NV. W(NDON RA[E No nNAt L 15) y G 2'.s' . WOOD Ma tG M INOOD mom Yq. I A 1161FI FIMI Trclwowcr W% 1/2'�~� 1 _ _ 1/�Y tPPCaI OR : Yin ip nON Oi 11NF1DF1) NiFA NRa RYMFQO 1/2 MIN. \ TAPCON WRFI AWANCEO TfIttFAQfYNiM TECHNOLOGY t-stE SYFFi N fOR 1VRG..1 SIRItIFR ASSpdBLT. (sfE SaEanE ON SHFET IS) FYJSaNC YM. 2'e.' RYWOOQ NEO'Q. W/ 1/Y Mn. PEMEfPPtNN OF 2-NLVWNG SECTIONS CAN W M COX FlOWDOO RTa'0. S1eD3 a 16' O.C. RE", RYMOGO TO K �t RN i11RFA0E0 ARFA MO R1W000 � Sa1E0UE ON o Is) COYS4Nm IN ANY WAY TO COU I)fr a!$IYUTION. Os a W O.C. W wro. w ��'oN W Aalm TTOO.mmI w MCITON =1 w TxE QO HV WALL SILL INSTALLATION • u d' VC rre.c. NSTALLATION L E C O I.a. *c TIt4T TESTING h ENGINEERDM CAYPANY * : aw a+. amn s4 au ssm,. wau wma. rlaaM as eNYa (a0S)Sii-tsso . re.: (.WS)HJI-tut -mm: laYCMadavn Ot IT � Ip10 �i�:,GNXmli..m Mkt& UUHit. r.c IIAPIN1 1NIBS sRIEOAE. a1 SMI 15) Ys4' CONt. SILL PULE REah I---1-1• uu. r 1/1'0 TAPq.W OR TPPCON WNN AWANCEO 1XrtENi OO TEGIQ:O W/ 1 1/2• ��• _ uln 1'ENEa1ATIGH a TIIRFM[a uan ro RATE W000 (M w Iffse a SH Sa1EaRC OV 9¢il 13) MHL {Wdl (R) HY WALL SILLINSTALLATION A.S.S.A. American Shutter Systems Assoctatlon. Inc. 4266 Westmads Drive West Palm Beach, FL 33407 ITV. In High Velocity Hurricane 2015 TASnRN NE Su Y. ale. W ANG Na 15-085 M.... 9rffP A�OLY I-YNMxO SRM,S CAY e[ a x wW Wu m »m.xr oewunw 410' MOA W i r0l �G [a51NG I .Oa 9awK4. ru55—I m aat (ut `� 1OOR M '_I xry�ra u,¢mna I I I S .w "w TER O12'. 96 = OF ,WxiHffiE) TRIASES OR Rum o aa- Me.RE000UD IW i/.• WRc rxc 14a11/r CON.. NIRI. ,V2i (SOW M AUO11) W/ rn5/ 6•. W 5AEW5 MV R.YtQI aR LRIIS UOGaE W SCREaS u wwmrx ov ElaSrxa Waco uw®+. IY K xcuuxt Harz w Y rn. PGI VRTNRGOED NIFA nO I W all Y.W. ASA WMSUMN/Jxl u'-o' uiW: s6 'y Ob MQN 6 OILY VNp mR wWa W/ "' SP(4YC V.RNIY OF "a AS D0UNAS M OR SQIRIEWI N N 24 F1 EDGE 6 MIX r rPPuuac 1/a-a TNKdI ER =1 1RU55 NF/D 1�. wRN /A'MKED � SfAENS 1/aY TxRGpI M TMNN Wm1 )DVN� m FORM TEOMOLOGY w/ 1/4•-)a IRIR 1/.Y Ivcct, GR TMGax wRN PDY.WGID mREADFORY O- YM nn=�i nciNoIc ar PGRT141DN OF w/ 1 1/2 W/ I IJY Ya PFNflPA1OX O la' Qa TEpgalM,y W/ 1 1/a' 1ri lMGIDaa Q<TMTItm x?A ro NEEA TO D¢SW wAro NUDfR. (6tE Ni Is1 uaA ro Emlxa w000 NEinas (s¢ somaF a sRn Is7 m a+T Is1 O HV WALK -OVER INSTALLATION HV WALL SILL INSTALLATION * roR QHV FLOOR iNsu unON RORDA EMUMUNG CODE(Hon High Velocity Hurricane m 2015 esIERN un& s Y. M �+ �+ B RT Td IL EC O ENG. A■a7■S■A■ Accordion Shutter Syst1 Am�Aecn S.S Syaf A.S.S.A. HY. BADE ®1 W/ OR W/D HV. VANOOH HAD TILLR JMnNG R ENGINEERING COMPANY ooOmoox wrz wAaw u.t eoc N.. ma. x . xa Wa>r. �� v� Ass"Intion. Inc. 1 o1D 11-Ir! ./15/I3ale a/'a/ ow)"]-tax.ra.1(msM11-Iv1 4266 Westrocde Drive a DRAWING No '4. F{`.: •.... w�...v� .-mw: uu.avo.W West Palm Deach, FL 33407 a N m-no aPma aDw A. - END INSTALLATIONS n HV BLADE OR (i A WINDOW BLADE INTO 2"x4" MIN WOOD STUDS w mx 0.1]� YiL �Rq-o-am-�¢a•co� m•a-o o- END CONNECTON DETAIL(2) T.F IF. Fq. 1 1Y IL ECO,,,G. TIWT TESTING A ENGINEERING COMPANY NN •.a tPa. a m..wq DRDL aiDoOc, nala O o-�x: NurnOPw.cam EN-DaB)ID DNRA A 1 0 Flell✓DIM1. Yc,/ NIB] 10=2 a' E 1/1AY�p'glgl IOm-P pl Y�1'P6� w A.S.S.A. American Shutter Systems Assoclotlon, Inc. 4268 West.ods ¢love West Palm Beach, FL 33407 END CONNECTION DETAIL • ¢awn wr. aan was. w<- • SEE 11Nj[AIgNS OF M FOX el/DE (1/�1 aN 5F-F 19 ® 2015 EASIFAN 1EII& St Y. IM BERTHA H ,N Accordion Shutter System Kv.. a," AI NY/ OR W/o Kv. WNDOW System Casette GI.uS ELEVATION YN sawwDN 10QAs ____________ AaEOUE w sar n Ew BIOEm __ _ _ N.o was 84D]rw waEs�ep 4 ADom 0 a IMMANAWdOO A J 2 LM Ik / aW// 1 a _ IL ECOE.c. TNLT TESTING k ENGINEERING COMPANY kb5 Ns. — SA. m. DM. . ➢xe>aa. na t. x (]MA71-IM . Fu : (30WI-1531 1. UOL ASa. DUAGN WQ59iR' IMlS +110. - I la paf 2 W ]NODEB wm or .L AIIDDED YQDONB' A. D. 0 e N ON steers 0. T: AS i As UalNlnas Y. Q T. U k W w Storrs, I6 a it. GYy] QD /AINI� M AA'SY�!(fl1�L.1t m arfY9iINC LAiIaUGI �W � DI OV�SIme S (A) NYBU.OE (I�:JW L SF* N1aW A YYOYW Df 5 aPFNIWS p•F tQEs) mom ®p°' AT aPAw+as sxom w BDEr 4 /+� (o) ew. 4FANMKEqDares,or w FON, EDGE w o : ,, BADE (p Or ANY rA mu Ew]IIILL as sr. (awl 61ADF E(y BI➢E MBR IXR fADY SfARIDtS AT CNA WT w roI Nv r,➢moD QADE®Yusr a uQn AueaurE m A saln tv mIDE IQ 111ROtAidR SIO11QiY k'DDI. B(E)EICE DE 1 R DN6ASlUILIIE S HE PetLU D ADUL6tr TO A SOLD W Gj PQYCMBw.OE w YLm08 E� 2 aE DSiN1ID 3o reµ[ E1HS r1DE THE mEAOB Or Y1E OPOBO �Ip NARDIrA M' flYiNODNA {WD YISe BE wLY WE AND EDDaD USNO A W SBDAD lU0. W ASEA WC. 5. ffi ANQDa WP SODD AE " RRTILAawS IMa 1,000 BOYS BBac65 w BoeT 10. AS UXam BY WAY AND DERQI EMAD CZE NOTES 1 k 1 AIDS} T. SEE A SPAIOO 9CEDIAE W E6TYlA1bN5 M PoMap CONCRETE OR CwwE1E BOU( I w 9OEra 12 k 13 AS UMTED BY SPIN OO CURON UMD (SE NOTES 1 e Z DYYE). D. YTOYUN SE Wrusi r ct S sOaDQC M A]DI E-1986: MJae 2wE,••_ YmNa Sr➢N ttom 1➢ BA53 ws• A.S.S.A. Amotican Shunter Sysloms Assoclation, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 hK BADE 81 Wt OR W/O RV. No 0-CO fJLV. SnEL 1. SOAANIO'0.0. 0 O irmiaiplMlmm";1, * GENERAL AO[RONS AND COMMONS OF USE FOR BERTHA(1)HV BLADE ACCORDION SHUTTER MrMM INSTALLATION ATION TD METAL STAID WALLS 1. MAX. A.S.O. DESIGN PRESSURE RATING: +75. - 75 (pst) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: ©ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SYMMETRICAL LAYOUT. USE 0 (2) (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT NOR OR INTERIOR ACCESS SIDE OF CENTERMATF 08I= 0e'0.C. h§ d BLADE SLACK DETAIL FNF IS ALSO YAJD FOR 1/2' 8 CENTERMATE©1 APPLICATION WTN1 BLADE 1Q 12 436 MS WALL HEADER/SILL INSTALLATION --- --'-----------AE---A'----------� VY IL ECOrN�. TILUT TESTING A ENGINEERING COMPANY L1M p1,. ]!IA A. 9,. Yl WGM tlMf4A f W9M Jl Mery :Ns'm)sn-15W . fav t S2sSMT1-133i A11Jr.P r=S. rt0 m4 � 1I 4ns2 MATES @ 6 -Jz0ww r 0'cD 1/4"9 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 3 HAND ZONE MINIMUM ASIM E-1996 SEPARATION TO GLASS 1 THRU 3 1' 4 4' ®LEHGIH + ® 0-20W BOLT MUSE PENETRATE 34 c 1' JT3' 1 .z'°• r 1/4'0-26 THREADS ® 1 /4"0 ELM CONSTRUCTION DUCTS FAB—= HD COMPONENTS AS. /itilRn2E SCAIL 3/6-� 1' 1/2' MR1L 9AGK som FK.E a LOCn1E0 AT 1@7 w IffAD' FA/St1 ENDS VIEW Y SIDE CONNECTION TO TRACK A.S.S■A■ Accordion Shutter SystN HV. BADE @i W/ OR W/O ItY. WINDDN BADI American Shlu ar Systems Assoelotlon. Inc. I1 aD n-192 a .1 a nar. 4/13/ 4268 WestrOeds Orive 2 DRAWING Ns West Palm Beech, FL 33407 s 15-LIB s SHEET