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Florida Building Code Oh Af CE I V E p OCT. 16 ZOIC 'Page l of I vtAttt t�I.fr 9ctg Heme :;Log in ,UserRegistratiort i rtot Top cs Submit,Surcharge Statt Facts ? Pub 5ations a FaC;5tart Cis site htaD Lmkc.; Sea ch j Busin8 UUM uctk.1 er ovaF . U46R Pub7lci)ser ii3d1 } 1 N`tY+Lict nirr«nvi3 at a,�:s,P61406 n^RitkatlAn is i's Sn O.atim,im>.Ammeatidn Cietali FL„ FL369=tib Application type Rev soon Code version X2014 Application Status Approved: Comments Archived product Manufa4 eer .. .. -... Amerlran;Shuttet.5ystems.SSSotitibn,,ihC: AddresslPRor9e/Emaii: 4269 Westroads'Drive _ west Palm Beach,,F03467 (S61)209-9263° bfeelev@easteinmetel icom Authorized Signntu[e Bill Feeley. frodrigueiteasteertrrietal.cbm Technical Representative Address/Ptiorzo/E'mitil, Quality Assurance Representative ya Addresslphonq mail: Category SftutiePS Subcategory AccordlOn Coropilance Method Evaivatlon"Report from, a Florida Registered Architect'or"a ticensed Florida Professtdnal?engineer J" Evaluation Report'-hardcapy:Received Florida Engineer or Architect hame.*he developed the Walter A'.71111t0i,PzE Evaluation Report Florida Ucenze PE=44167 Quality AsSurance,Entity National Accreditation and Management Institute QuatityAssuranceContract Expiration;Date 12131/2017` Validated By John:W,Knezevich,PE Validation,Check)Ts�t-ltiardcopy Received; CeKifieate of ttitiePt:tidenceht..,�.£l 13.x � e 11t r""Lb�tatrJP;Ci-TQtaF¥V.{3y�.f. Referenced Stalldard.and Year(ofStandard). ;fid Year ASTM E-1886 200S 'A-57M E-1996 2005 'ASTME-330. 2'602 TAS„201,202;"203. ,1994 Et;uivalente.of,Product.Staniclards Ceitirleb By 5ertlons.frorn the Cods product Approval Method :Method i Option 1) http:/Y ,uw.11oridabuildirig.org/prlpr app_dtl aspx?p�urani=��GEVXQwtDgvY'YHI-I2bJVxS., 7/16/201` Florida Building Code:Offline Page 2 of 2 Date Submitted OdJ29%2015 Date Validated04/29/2015' Date Pending M.Approval :05/07/2015 Date Approved. ;06/22/2015' _.W:.W.w.. .......... .._. ."„_... ,,..,�>_-,. .-<.,,"» ..�":- _......- ............ Summary or products ft.k W Model,Number or Name Descrl Non i {389:1 Bertha HV Accord'jon Shutter-Blade 3- Extruded aluminum interlocking blades:.retained;bytracks(top ands (Non-HVHZ) 15-086 bottom)for stdrin protection Limits of Use - Installation Instructions I-Approveil'tOr use in HVHZ,;N6. 1,,.�� n�v n ,?• .-n2> t f Approved for use outside HVHZ,8es verified y American Test Lab of South Florida Inc. Impact Reststant:Yes Created by.Independent Third'party;Yes ,Desitin"Pressure,N/A _ Evaluation Reports, - _ Other Large Missile Level MMax`span Is 12'=7^for 35 psf okkie E 2 r gU�_P Est nt tr•Of n.r4;' iii !ASD load and:13 t) for 35 psf negative ASD load the HV3'blade w/o._ Created by Independent Third Party Yes li window,blade,S 2 for1110 pst ASD bad for HV3 blade w/o wlnd,6 blade and 8 11''for 62 psf,"9'-6'for 55 psf HV3 blade.w/window blade working In unison.Maxspan,for HV3 blade w/o iyindowblade for Installations Into i Metal Stud walis`is 79'for max.ASD pressure rating of+72;-72 and 84" I for+64,-64. See sheet 5 for other spans and ASD pressures. I 89.:2 Bertha M,V�Accordiai Shutter-Stade 1�Oniy-..Extruded'aluminum';interlocking'.blades..retained bytracks(top and: Nqn-HVHZ•Or\v- 15.085 .. bottom fdr storm-rotection ” Limits cruse Installation Instructions t Approved f0[use to HVHZ:No. t ar3ca€tf ISA S A.iNC JG -OAS;;I it 1 Approved for use outside HVHZ:Yes" Verified By,American Test Labor South pforida Inc I. Impact Resistant:Yes Created by Independent Third'Party-Yes _ill Deslpn'Pressure.N/A Evaluation Reports Other,Large:missile.level D'.Max.Span is 16'-O'for,30 ps.f negative, M 1,99 RR nE.A s.5.A INC l f.rt.YSp.Vlt;,_t��tf.Y.f*-`f �( ASD,load depending.on centermates and locking rod configuratioo.forthe Created,byIndependent,Third Party:.Yes , HVl blade 8'-0 for+64;-72 p s"►.load for HV blade for Keystone mountings 7'-0 for+7S-75 p s.f.for metals stud mountings and 8'-,V ;. j ror,110 p s f,ler HVi and HVIA working-in unison See sheets 7 I t'and 20.re5 . vil 'vel_of fristallation dra0., fqr other sp6qs and pressures. 3893' eertna:HV Accordlon Shutter-C0M80-. Extruded aluminum interlocking.blades°retained bytracks.(top and i Non-HVHZ)-Dna .IS-084 bottom for storm protection {Umits:of Use Installation Instructions: a Approved for Use In HVHZ,No w a8 (-A>S,S A.INt', hRtVG-LS-(i£?432df : Approved Tor use outside HVHZ,Yes Verified Sy American Test Lab of South Florida Inc. Impact ReSWI4nt Y& Createdby Ihdapendent Thlyd Party Yes Design Pressure N/A. Evaluatl4n RCpOrta Other Urge;missile.Max 18'-0"span at 30 p.S.f ASD load for Slade I Ft 80 iW AF A S.S.A tn3r �I:r and 18'-0'dor Blade 2.rSee schedules:on sheet 12,25 and 28 Created:by independent Third party:Yes 9 respectively _....._.. ............... ... ........... . ......_....._ _ ................ a :Contact US;:1450 MOAN-MOhraeSlrcet,7a!Wrya<goa Ft32344phone:95q•407-1924 The State of Fforida Is On AA/EEO unploycr:Copyrleltt 2007-2013-State Or Florida,,:Pr,varr St.10mgot::Acdtssibihty Staternenr::Ro(t l Stawnien}', under Mrfda'law.emml a4dresses areptiblitiewd,.tl you da not.vast yoore�mail ifddiess'roiemeif in response to-a public-riKards ngi,est;_do-not send electronic mail to this entity.Instead,contacbthe office try photic or try tradiUOnaLAWa,Af you have any.nue4tbns,please contact 950.A87.t395.-Pursaant to Section4,5,275 (1),florlda,Mutes,effective October i,2012,licensees IKensed under Chapter 455,F.S:must pmYlde:tha OepartmCntwnh an eriiall address if they NVe and,The ernalls provided may be:used for official communication with t" ikensee•Hoyiever email aifyrassas are public recoM.If you-do-nofwish to supptya"personafaddress, pleaseprovkle'the.Departrnentwitha',emailaddr"s whichcan;t>ah,atieaGaftabletp.tiieputiht.?o determine ifyou:areetiGenseeonder+~hap;er45S,.v:s:,"pleaie, clkk hSs;,, Produnt:Approval'ANcep ( tsi Sd`t:tirit\'1f 9rf;iC:l" http://wwwrfloriddbuildirig:org/pr/p; app ltl.agvk?varAni�—xNcGEVXQwtDgvYYHH2vJvx5::. `7/16/2016 GENERAL NOTES: 1.BERTHK N.V.ACCORDON-SHtMER 515TEM-SHOWN ON'THS PRODOC[EVALUATION DOCUNENT CP.ED:..IHAS.BEQ4 A778F0D FOR fX)MPUAK:E W ML'O�nl'CE t51M'THE 2014"(Sib:EDIT1040 OF THE FLORIDA . Mum COOL THIS :SHUTTER.SYS U SHALL NOT BE B€&TAU.ED AT.R H VELOCITYY IRAt :ZONES, DEstcN M LOAM SHALL'Bi DEIFRI64ED AS,PfR SECTION 1620 OF,THE A3OVE METii MED TITLE,FOR A,8,M0 Woo&&Scb RIMM By THE awsoicroN Wtom.'sturfETa WILL TABLE OF.CONTENTS BE INSTALLEDWITHA DIRECTIONALITY OR!Kd-D.M USINGASCE 7-10 AND SHALL NOT'EX M THE MWUUM(A.SD.):.DOM PARE RAT&`t65 INDICATED i ON.SHEM I Two IS.,10 A•20. " IN ORDER TD VMFY THE ABOVE CONDITION.ULTIMATE DESIGN WEED LOW-.DET#wiu PIER ASCE 7-10%INE BE FIRST REVUCED.TO',"o,oESM WIND LOADS AREA•1:.NV�HI.Ai)ES(t� & By 160.TI LYINO THEE 191 0.6 IN-ORDER TO COMPARE THESE W1 MAX(AS.D)DPSIGNI PRESSURE.RADNGS INDK'ATC)ON SHE M, t 1HRU TS.'RT-&:20. C&7Q M.NOTES SHT i IN OMM T [W D VERIFY THAT CPOFg74TS AND ANCHORS ON TH IS`P.&'AS TESTED.WERE NOT OVERSTRESSED,A,33 x;L4T"iHFASE IN ALLOWABLE STRESS:FOR WAND LOADS WAS RBL USED IN THOR SYSTEM COMPONENTS 1-20 'SHEET 2 ANALYSE,HONCVER.A M4D DURATION FACTOR CD-1.60 WAS USED E'0R VEPoFMTION OF FXSEENER9'W Wt0oD. BERTHA.N.vACCORwN-SEW[IAt Smiles ADEOUACY:miz WIND•AND LARCE. EE NPACT LOAD 1053 BEEN VMMED:N ACCCRDANCE,WTM.SECTION TG09.1.2 OF THE ABOVE MENTIONED OWE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS, .. t TYPICAL SWTTER:ASSEMBLY 38-44 S14ET..4 .' .... TYPICAL VINOOW AIDE.&WTNOCIW'DE-TAIL FN EQADE TiO214A1-03..J0715.01-03;(t004;Of-0S:/12(4.01-.05,10317.02-eg.(0E09:O1-10:AR)#0210.01-11 ASM TAS-201.TAS-202 AND FAS-201 PROTOCOLS AND ASTM.��E-F686. Al2f�4_".2•.HV a �AND W TjLgPjQ�tW.. rU:a( AND E-IM SIAN00kROS(WSME LEVEL D.WND ZONES 1.2&3)&01220.01-1D AS PER TAS,201,.MQ 203.PROTOWtS.F ROC baSSI E. (MERE AfflJ I --NY WINDOW MADE q#8598.01-08AS PER 1616 E-T66Hj AND S-3996(u1SSLE LEVEL Q.WEND ZONES t._4 3)BASIC.PROTECTgN ONLY 00(;0725.01-86-AS-PER TAS 207.PROTOcCL ,TYPICAL.SHUTFETC F1:EYAPON..k NODES ON LOCKS SiTEEF 9. IHSTXLATI0N'QETAIS'A-F CONCREEE/BLOCK SELECT 6 2.IN UA1E 0 AND W W1FWM BLADE ® ARE ENCSNTTRfRED TO WOW W UNSDR WITH EX H OTHER UNDER THE GENERAL LAtRADCIHSAND CONd"n or USE BIWA=ON SHEET 10 INSTALLATION.DETA2S G-L,C0.4CRE.TE/BLOCK SHEET 7 3.9ERIMA N.V.ACCORDION MIS W SCREWS).USED AT GLADES KNUCKLE AND FOR DIRECT 16MM,CONNECTION TO WALKS SHALL BE 014.2.75'AND 114YI.75'HESPECTFh2Y.41D-NT M*MUM STILES CENTENMATE 0EEAL9.IHV SHEET 8 STAINLESS SEER.SCREWS VM 135,0"%laD STRENGTH AND 180..W TENSILE SIRQtCIH.PUt5:SHALL BE COATED WITH,BEHIHX W'OACROSHW COATING SYSTEM AS'4ANUFACTUREO.BY APPROVED 'CENTUdiATE ALTERNATRHC DETAILS�HY SHEET.9 CIIAEOAi APRiCATORS,REGISTERED WTDHAMERCAN SHUT7EF2';SYSTEhS;AS50CiATHON.PINS MUST BFAR,THE MI UARKINC ON THEIR HEAD. . #IND CONNECTION.DETABS t-8;CONCRETEjOLOCK SHM 10 4.ALL ALULUNiN EX[R(MbNS:SHA&BE'&J;UNUU ASS0 TKNt 91M ANO:Ta E2".15'aIOSCAIED�CW SHEETS('AND�3.'# 404 YMD.SINZNdTH FOR 0000-7tH ALLOY IS 30.0�W AND 35.7 kA.Fdt MA MUM SPAWTAELES - "SEffEi'.it .6005=SS AHOY. . . .. .. ANCHOR"SCIHEDULE-C ONOMIE&BLOCK SHEET 12 5:AEL.sCRflYS.TO BE.STARAESS STEEL 304'OR 316 ASF SEISES.OR,CORR*="RESISTANT COATED CAR9014 STEEL AS PER DIN'50016 WITH-50 W WY7.YO.D STRENGTH AND 90 W ICA TENSILE STRI3481N. ANCHOR SCHEDULE-CONCRETE&BLOCK SFiEEi'73 ANO WALL COMPLY W/FLOMA BUILDING CODE.SECTION 2411.3,3.4. .. . ANCHOR SCHEDULE-CDEICREFE 44 BLOCK SIM 14' IL BOLTS-TO BE AMU A-307-GALVANIZED STM OR ASI 3G4 OR 3t6 SERIES STAINLESS SIM WOH 35 ta.LONsYUMYELD STRENML ANCHOR SCNEOLLE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FDR ANCHOR SPECIFI ATIONS,NV BLADE d 112:13:14.19 AND 20 INSTALLATION DETAILS,M-R.W= Skw 16 'FN sume(D&Q WOFSONO-IN wA ,. L2.13& is, INSTALLATION DETAILS:S-X,WOOD, SI'F.E•T 17 .. - .. .. - EW C£NHNECTIM DECALS 7-t2&x WOW SHEET 7H'. A BERTHA'ELY:ACX'ORQTDN SDHILHTER 515NE!!BEARS A ERS.PATENT g0•779,592...CCkPOEFENL`S'OF IM APPRGYAL ARE.CtWEREn,0!VRtOLE OR IN PAR[M U.S:PATEM f5`458,179 ISSUED TD EASTERN MEEIA,SUPPLY,SC. - - AREA S• hN Wt � 9.IT SHALL BE FERC RE.FOt:.36fl1TY OF TfiC CONTRACTOR TO VERIFY THE SOUNDNESS'OF THE STRUCTURE WHERE SHUTTER IS lti BE DETAINER TO 6N.6£..RROPER�ANCHORALE CONTRACTOR i0 SOLI/CAULKSOLI/CAULK _ AM A ONLYY. ALL SHUTTER CQdPOIJENT EDGES WNW R1IAAPE,,THRU.FASTENING IN C WMNUOOS CONFACT'.WRH 7HE BUaDWG TO PREVENT WLND/mvu IN[Rusion: TYPICAL SNIJITE72 FIEVATiON SHEET 19 m EACH UNIT MUST BEAR PEnw1ul[LABEL IN A Vbmrz PLACE YORH WARNL+g„NOTE DX*M PERIODS Of HURRICANE AARNINGS HONE.0101W,TOWIT.OR OTHERS,MUST KIDK.A'LY CLOSE ALL RN AND HD CF71TE)SATES AEA ENGAGE OR LOCK ALL IN AND HO.,LOCKS: �jFA .(`. FHN WIh16O Y R 6n1=(1)ONLY 1I.SHUTTR MANUFACNRWS,LABEL SIAL SE:LOCATED ON A READLY V5tBLE LOCATAN AT ACCORDION S14UM W A=RDACE WIN SCCRGN 1710.8.3 OF FiSROAHUROHNG CCOE ONE LABEL SNP!!.EE INSTALLATION DETAILS, UETAL SMD WAILS:. SLHEET 2D PLACEDPLACEDFOR EVERY OPENING.V9EIM TO COMPLY WTI.SECRON:1710.9.2 OF THE PLO IIA BUILDING 0000_ I2.a3"H,Y.AL'GCR[AON-SHURER Se5llM'S WSIAL ATEON ST4ALL.COW-lY WHM'SPECS 1NDrATED-IF THIS,ORAWNG TILLS ANY FHUADI(T AND,ZOIWG FMOAT04S PROVIDED..BY;THE DUt3P,:9A:TRON WffR 1E �A FEN"IS PLIED TO: - - - - - - -- . 13.(e)'THIS RE-D.PREPARED BY THIS ENCINEER IS OE?XRlC AID'DOES Not PRCVIOE WFORMADGM FOR A SITE SPMaX PROACT.La%WRE THE SITE COMMONS DEVIATE FROM.THE P.E.D. (0 OGMPAC70R.70 BE EDIBLE FOR THE SELECTM.PURCHASE AND,INSTALLATION I CU5D91C SAFETY OF SAFOF THIS PRODUCT.BASE-Ott.THIS PLED_Pft(MOM HE/SHE,OGES.NOT DEVIATE MOM THIS DRAWING.SHALL ONLY BE USED TO THE cWDITIONS OETAun Gil VIS DOCIA09.CO-WIRUCTION SAM AT AND, THE(x M4CtORS WVONs�ure.. OBTAIN PERMITS IN THE STATE OF FLORIDA (e) THIS RE6.WILL BE C OI+SIOPIED AWAL1D IF ALTERED BY ANY MEANS. (Q}511E SPEgFA`,PROJECTS SWI BE PREPARED By A.FLORDDA RECtSTERED.EHGRffER OR ARCHITECT*"MLL BECOME THE EMNEER OF RECORD.(EO.R.)MR�ve'PROXCT AND WHO WJL BE RESPOFCtfETLE:FOR THE PROPER USE OF THE P.E.Q.ENOMIEER-OF RECORD,ACTING AS,A B-ELFf„ATED ENGINEER TO ME PIED.EHCINM S}WLt.SLRL9[,TO THC.LATTER THE:SOE-SPECIFIC DF WFWS FOR. (ej Ok=M PX0. SHILL 9FAR THE BATE.AND 6RC84AL:SFA(:AND SONWRI1RE OF 7HE PROFESSROWL.DIG NEER,OF RECORD THAT PREPARED R. NE FLORIDN Bt MING CODE(NOn High :Velocity Hurricane. Ione SER%t. 02015 FAS M WTAL SUPRLY.N.C. .• `Eerie •ra'y THA W. - 4'_ c� Accordion Shutter System Y =� - = ZliZ7E C E3 Frac. ,. . . s �v aaoe. ,wiaR'W/o kv vawa,F ale 4sJA Jl American Shutter Systems a[swMWA xT[ DRAesi Dr Fu 7F` T7Lfti TESTING fi-ENCtNEERING COMPANY it�.�F/ E or LsSs Ire Sam a'N,Ras vccsaA a P00 tLORu,331 Association, Inc. 1 OLD:11--192 NETS 13 CATG 4/13/7. Pw a i(363)871-1330,Fna.(Sa)Tt-1sY1 426& Wesfroads Drve a Y`Ss.; fi1 •R- '00 c-m�Sr wl.teaccrcan Weak Pctm Beach, FL 33407 .3: ORAtYING'No rFF 3A,A \` 'WAIT£RDTCIf[TiJt.P.E. ANAL ENS AAA 4 5=a85. t FLORIDA LI:f 44167 5. SHEET RE, SE/AL��(�?S�iIIURE/DATF 6 T OF 20 r•.rwwk"AtwVARIES t 1 T�aai o 1a4 s S1 0964 1 HY SOLID BLA1!-� �HV UNIVERSAL FLQATER � 5 liY 90'/180''SiARTER COVERED UNDER US PATENT1p'.5458179 QUALIFlEO FOR.USE W HV BLOAT - 6 / d Q , . W.SLADE i. { / WINDQW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR,US�E W FN 60.63-76.ALLOY-AND TEMPER. -SEE LITUTAMONS OF USEOF BLADE'@ ON SHEET 19 BLADE(I J.. 6063=T6.ALLOY AND.�TEMPC •3 ,_,•_,"„ s:Sp>' 6063-iB A[LOY'AeNYb6 TCNPFR .12at1 -- r• - - 160_ it CL �5t9 a. Y — h .HY ADI. ADAPTER 5LlP a " , r r s ars ao f - f ATS QUAMED FOR USE W/ I{Y )HY WALK—OVER TRACK .420 L_ i ®tel AD FLf3dR TRACK' a QUAu�sEn FOR UAE w/IAV �9 HY TRENCH TRACK s 6063-T6•ALLOY.ANO TEMPER Es:ME i QUAL3FEE0�FOR,USE W/fry QUAURED FOR.U�:StE W/tft � 6063=16.ALLOYA O-TEMPER. 9LJtDE!`S}ONLY. HV HAINWARD, BLADE.tD i 6063-T6 ALLOY AND TEMPER QUALIFIED 6M-1`6 AL.OY:AND TEMPER' .VARfES Y.436�, BiJtDE,F11 _ 1• r s ` 936 6063-T OY AFD TEMPER r� • l9tY • .- I i w. f ••�� l • ..._....._ � • 1 � ,125' 1 • � »?{ - 62 ° 0..93' 'tit .4�6'• �. 67i� ..1 666. 1� o2ta !TD ar'- �r• € tt HV OILING HEADER ' HV HEADER/SILL. 33 HID CEILING HEADER/BILI F. I ONLY Q 3 ONLY, 6063-T6.ALL0 allo 7EMPEr QutitIF1ED FOR u5€w/ Hv Bi:.DE. 14 j�D WAIL HEADER/SIEL SEE SECTIONS FOR VAUDfTY SEE'SECTIONS.FOR VALIDITY. OUAI,IPIEO FtlR(l):USE W/NY 6063-T6.ALLOY AND TEMPER '6063-T6 ALLOY'AND TEMPER BUDSONLY. 6063-i6.ALLOY ANO 1E0ER % faL t I COMPON'E'NT.. A D Tf Tz 1 1• � � � 2" Y ,`0.726' � i 3' e 3• s0:090• 3 2• S-1t4% 0:192• 0.192' .X:.� SIDE ANGLE s -__._._._.�__._ _._... ......1._. QUALf.-tEO FOR USE W/HV ALUMINUM ANGLES t 2s• �` o,ISD' CORNER POSTS 1s i x MAx .o.1so' BLADE QUALIFIED FOa,USE Wf W r QUALIFIED USE FORW/,HV 6063-T6.ALLOY AND TEMPER 6=E 1 ONLY. r 2• g•yw%•,O;t33 �.0.13f' 6063-T6 AL.OY:AND Tewa, 6063-16'ALLOY AND[EMPER a.. .. .. . FLORIDA BUILDING GCDE(korT High Velocity Hurricane Zone zUis oisTErN kvAL suppLY,fw- Q\ �EN� T P ERTHA Tm �- F Accordion Shutter System A,S.S.AwKV.RAW#1 W/,«R.w1 TLV M MDN BAX American Shu fer-Systems TILLIT TESTING'&ENGINEERING COMPANY $TATE OF trJ`. aas Rn,3xz�.ss. 364 vww cr m Ftnmk 331 AssocWfori, trio. I aD 11-192 +/13/ts.wuE /,a/ls (306wi-Two,r6.:vaswi-1531 4266 WestroadO.,Dreve, 2 co�U_ Wast Palm Beach FL 33407 S. DTLtWiNG Nd p \ ��''�i�s5lONA�F o•�� TRRXMArte% 4,. SHEET ri s P E S' f/fd�Ns#YfIRc/DA1F 6 20 ' ..r.��-.. ., 7'�S•. t C.40r1 S/l•-SO USf ��� .745`.._ o. �' - 'S' OWD PAN7W 12 TV.) RDj'C`. ' BW#D'PA'RfED _. .062•.. r n'r iif-'& I n- 1NC9. g.�3 U2 •� i 3f6 &Aw Ctl*M REPtfaus Miwut a S(0*04 (ORWt RATM) 2 HV CENT M E 4.. ..� aUruFlE6 fT O3L irf`t 1 &0 ONLY HV FLOATING CENTS i.3! HV EGRESS LOCK 8053-T8 ALLOY AND 4EYPER. ' tEQ FOR.USE W/)TV BLADE�1 & :ONLY ....-z.-otc• -{ OUN,IFl 0 USE W/ NV �QUALIFIED FOR USE.W/ HV -BLAs3E T & ,f;�ONLY. BLADE i &. ONLY.. 6063-T6 AU.OY ANO TEMPER `t7 - -® .. dUkJFIFD FOR USE N'/`W BtAAE f MY Ja' 6063-.T6.ALLAY AND.TEMPER PLAS tC li= r T8• 7, 6• Or a.OSS•. 2• Mtl.4EO h n —ti a2w s.ru` {-. "1 :360'AFTER RNErM 1/4"A"20, x 3/4" BEFORE RIVET c %3:'THUMBSGREYJ I L"0-20 RNNUT* -� :. =409aia ttlar (= A Uar)LAM FLAWX el IJ 1�_' ... .......-; a {-r._..z.7.W`�_.__� `+ .�a....__ •� 6Er RvrsE3zt�Afrr J. .IS M*WACCr0=W.AM)M PUN `Y iRm am-,W W 0 HV M LE q n LOCK CENIXNAIE ....._ ,tea LTH7tlSY 1E7(T1ltR, 217 LOCKER FOR "T" LOCK GENTERMATE � QUALIFWO FQR uSE w/ v BIAOE i oNLY q JiV FEMALE "T"'LOCK CENTEFWATE � �V 'T" LOCK. @4V ALTISRNATIVE LOCK 6aG3-T6 ALLOY ANO TEMPER OUAUFIED-FOR% QUAUFED.FOR'USE W/ HV OUAUAED FOR USE W/HV BLADE0Ot4LY OVallFlEO FOR USE W/FN BLADE ""y W/FiY 8(fiDE.�},ONLY. 6l ADE�}�ONLY: '60$'3-T6 ALLOY AND TEMPER -6063-TB ALLAY A.NO TEMPERR'' - t9FJ t 4t7 ,� , 3.251 �I .... .. TN0M6Tt6at. ,2fi•- .082':-1 {., .. f 1 KEY CYLN"OR CeLiNxR .214* t In (• � . �� 'pr°� A25'M— ENTER ATE QUAUF'ED FOP.-USE W/_ NV 8LADF.'1 & A O�� USE SLADE d,&,(t, 00o O " 6055-T6 ALLOY.AND.TEMPEP. 5053-f6 NJ.OY AND TEMPER 3t.HD NTE MATES (NSE'RT. VAR'm 1z*wl. QUALIFIED FOR USE1'l HV BLADE(1)&:e +- _ 16 -,-, f t . 6063-T6 ALLOY%.TEMPER < � THuumurM _.F s�x.oibes) tl =�m �_ I cEuxDEe �W„.... J-u:n MR1Fk'Td 14D LOCK. ' GKrrJc Ron u Ti<� QUALIFIED FOR.'UsF W/HV.BLADE(?,); »-1 •-.3Js•e ��r�yy 6063-TVALLOY AND TEMPER HV 3/Ei-0-1& ACETAL - HV 1/4"..d-20 AIS) 304 �Of REGD9 nr�riuRE MOMS LOCKS SMES:2ssz Haan QMT LOCK. l�a.LtNSTAt.LAnQN:WILL.RECibiRE-A 7/16` HOLE: - E5`IES S_S. THUMBSCREWS ... QUAUFiED FOR USES W/ Hv BwDi o&0. Q lt1FD AT RACkS'FOR PROPER ETdBEDttENT QUALIFIED 1 uy'V BtADE(i) QUALIFIED FOR:USE evf hE6f BtlDE(1� ���J�((}A'�j(jlLOA�f�,. r3 (E(On High we(Ocity-Hurriciril0 Zone . ..... ... Jai x'2015 EAa^tERN YETAL.SLPFLY,RIO. -M67, ..d BERTHA t V7m S: Q Accordion Shutter System IRME'C a t to c• ■ ■. X Kv RAE 11 W/apt w/o KV Wtwarr aAX American Shufter'Systems atsc o» 6Art ;,aur rm Mi $r TILLJT TEST€14 & ENGINEERINGNY .COUPA AssootaffOn. Inc: f OLD 1!-182 4/13/TS P C� a3ss t»,wm v se.jos rxcwa vRowa nnaw ist (s s)571 1s3o..a::(sask?t-7sTr 4268 Westroods Drive Z DRAWING No' �''rrr,FSSIDNA4 ;�``� a TTI+ West Po}m f36cc.cchsi.Fl 33407 ` 15•-085 rirfnlNlinLu FLORVAUc.,f'a116J s �S""EEF P.E. SE"' sic UR e 3 aF 20 SHUTTER ASSEMBLY SCHEDULE FOR Hy�.t..i .HV. IIFY: 12"uuL^ - yg" oLize 11 (D HV BC E:1 (r:Y 31j NvW', %AM ® HV BLAbEE the y 11 au�s ,oaeei� ,ms Y` HV LONG RECESSES NYLON 8VSHING yam: I O ME t1a25 HV SHORT'RECESSEO NYLON BUSHING R7 .. .� I. AT FVii110.Y R1 HV imoN Har whsHeR m ©OR� H , t < tav wHEeL crlacE'Aislaz�o3'SERIES ( j 'a € { f f.2 x. L. . o:870.x3/16 :THICK NYLON WHEEL � � � �1 M����� � a..2/a'use °N. a.lss a E451 302 sERles s.5: TzivETTs as2s * EJC7ERi0R ! �i _ ofi 5a irY x >V 1 3/4'ACCORDION NN Vit/ P HEI O � IiV 2 3/4 AC CO PIN W/ g8 HEAD * ,� 1 -d1 47�'+"a�o � €� POLYCARHOtVATE IMPACT RESISTANT HV WINDOW .�' ,`€ '.BcTnE✓:.tt €(�`A€' HV WINDOW BI F D ANI) ! — t a POLY A BONATE HV WIN (3W DETA(l ©OR j ar 43 ! yTs' (sr�r-Tr'rOR' .I ( c Poi YraRBaLr6 IFAParT�rE liV�Ylt3 REa1SHCYEHTSj i 'QOR:® € BAYER,lM71 (XGN 3103 POLYCARL�GNATE t2'uN U1 qct RESINS: UV^aTABilIZF GftME.GR SAEitO OD 'INNOVATIVE PusTlc LEXAtI !03'RESIN, HV PPIN (j}OR 0I (SEE NOTE 'F 0.14 SHEEP 19). i wp MA a (1) HV PIN @ SHALL ALWAYS 8E USED AT ALL-EXTERIOR \ RGLYCARBCNATE 5olIRCES FOR BOTTOM KNUCKLES OF HVACCORDION SYSTEM W/r HV(D OR � ? � 1 EXTER€0€t t anus: HV 0BLADE. {YF"€GALS LF7TER Jk E �G rrnev eais+ss n nm H4'PIN (2} HV PIN (MAY BE USED ITS UEU OF 1 AND'ONLY.AT E � 6I.FDEKNLiMERLE,EXTERIOR'BOTTOM KNUCKLES'OF HV ACCORDION SYSTEM W/ HV(D 00 s2t' od NOTE»FdR BLADE WHEN CORRESPONDING rO.INSTALLATION ll", SHEET 7: . 3 xEon acurxrsy -fit �y My: exp.. M"k refisS.e,ssRpa'se is mo 'ruv cma Wowa .r;:ra's+t: -(.)- d -�:. / / / : r1mw L.umur. .s.00co v g. sas aoo o.,.i. 3 HV PIN: OR W t.2 O.D. T 1:6" THICK S.S. WASHER SHALL BE USED'FOR:DtRECT MOUNT INSTALLATION PER DETAIL X. .7-0¢m; ups:raa ie rt.�r: 1i:�e r SHEET I� 9RRQ a4YR9 .6.aYtAi, R3 X 64:1 F'WS L GARR€AGE QETk€L ��las o€rr aac ori 4211 ArnMC=o-f ac.r usm. RYS ±Lif�7iM`� /SQf CSQ3! 1aq Y 9Cb'f ISN Mw ATY Ca V]CL V< C.sA FLORIDA BUIl3NNG CODE icon High Velocity Hurricane Zone 02015 EAS MN UETAL SiW>PLY.INC.: ti yz ICER HA H TT- A:ecordion Shutter System 1L E G 4 . . JtX ,4i W/,OR H.V YNt[JM B� rJ = T1LUT TESTING Eic11+IRilac COMPANY American Shutter Systems + DATE, r w/,. srAswelat€an. Inc. , as it-lsz itlsJcs wsz flT�;is ATF ass K,,3aH:s s: xx vette:.cXv 4 nears Ulm T3as�n-7530 r rc (3asltrl-lst+' 4268 Westraocls Oriv¢, z ORAWtNG Na &lwo�.sr� West.Potm, Leach, FL, 53467 3 1.5--085 /0 r "TER A,Ek L!uTa7 s SHEET n ,. P.E. t-fft Abt4'��JRE/GATE a A OF 20 j��• « `Lt4TES IOGKS AND GEMMA S- t.M&MEM OMMMON iJ':DNE FN.LOCK 1D or SHAD.SEIUSO AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 2 OF SHUTTER SPAN FOR SPMIS UP TO IW.AND FOR TTfX�S ANY . ELEVATION.IMV.COCKor., WSY EIE tISFA AS Abl INSIDE 6ROUIStDE LOOK,ATT/CNED 6R C171tMMATES w/(2) i!4 9 20 x 1/2'LONG FIAT HEAD&S.4S:LOCATION OF LOCK.SHALL BE AS 1,DrATED ON TYPICAL SHUTTER. AlION.: �w\lw . 2 •IF DESIRED.FOR BETTER PERFORMANCE.OR FOR SECURITY PURPOSES.-UP TO TVA]HV VA Locxs DR a Y BE'USED AS AN;tRS1DE oR QUTSIDE.LOX WNYECTiON OF LOCKS I6.CENIERt/ATES OR STLRLI.BE AS,INDICATED ON'NOTIf(1)ABOVE . LOCA OF,LOCKS SHN1,TE AS,INDICA ON TYPK.'AL.SNUTTEA_17.EVAKiN. 3.DEM8 _rnralrt l 412dY�4NY WNW uu(�m.TM 0,T as LDsrFEn rAatroATORY�T�R>owl �I W 5 o�J°°�J• °6 EX IF DESIRED HTO MUTTER P�61bdAtSCE iOCKNOT KIIDUtl�T�iUOR i A NEALTERNATIVE BUT CY MAY ALSO BE USED AT STApODx POSITION (NON HURRICANE�POSI IC.V). 4� M- q•ONE IMV:IACIC. ' BE USED AT CORNER CETTTERMATES'FOR ANY SPAN At83 RiSW.LATE0N5..AT ANY-ETSVATFON..W.LOCK or %Z BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTAcHEO TG S cORN1>z entrERMATT;w/(2),1/ a-zD x 1/2•LONG FIAT HEAD S.S.U.S.Two LOCtaxa RODS 96 AT TOP&E0 SWII.L.BE USED.LOwON OF LOCK SI6 BETAS INDK'ATED ON TYPICAL SHUTTER ELEVATION. MAXQAUM SHUTTERSPAN SHALL.BE.DETERMINED.AS PER SCHEDULES SHOWN ON:SWEET 12iE . Iv 385 5. 11 ate' E y5 �ONE ALT£WNATE KV LOCK MAY BE USED Rd LIEU OF HV,LOCK Qat or Q-FOR AN(SPAN AND ° Vis`" it6T .TIOFS AT ANY EIEVATKfN.,AI NATE TACK.a3'MAY BE USED AS CSi'6tSIGE OR CUTST6E IOCK..ATTACI1KETiT S • s.a THmscREw TO(a OR a CENTOWAns SHALL BE MADE w/'T/4•a-zDx3/a•aLuu:. RNNUT AS SHO'"ON,SECTIOH'HVE SHEET 13.ONE'LOCK§IWl BE USED AT 1/2 OF SHUTTER,SPAN OR TWO C LACKS AT 1/3 OF SHUTTER SPAN 8:MANOVOW CONDITION fit' FOR KEYSTONE 1101HftUHt d��r[yrt� ONE HY LOCK or er t�'SHALL OF -� USED AT'1/2:Or SHIH"ER SPAN FOR ANY SPAN OR 12'ABOVE OR BUDW 1/2.OF'SHUTTER SPAN FOR SPANS UP a �( .TO W.AND FOR INSTALLATFCi S AT ANY ELEVATION.HV LOCK; cr or�,�MAY BE USEO AS.AAI INSOE OR j OUTSIDE LOCK_ATEACHED 70(g,or 0 SYMUER ICAL VEHTEI'MMES T7/(2)T/4=m x 1/2•LwG.FIAT NST Ss. SEE END__ „, j Ms.LOCATION OF LOCK'SHALL BE As iuoicATED.ON T1�:sHUrFER avATTON.use OF_LOOKW RRoDs.0.w/0 CONNECTION ..-' :o1i TOP AND:WITOM IS COMPLETELY MANDATORY. MALS ON 18 T�YP..F11Ll 11 1 HEIGHT: Y MOTES ON NY 'p Tn LQr KS AND CENTERMATES: CF CCRNER• " `� CE.NTERNATE I. r � 1 ONEALTFRWO'E tN'['LOCK 6d MAY BE 1F�ED Rt LIEU OF FN LcS OR- FOR AHI'SPAN AND . ai to 6 7 8 10• oc w., YALLATTON AT ANY ELEVATKRi:AL TE LOCK-4i4`.�Y BE USED ATS AN QTS OR DE LACK.ATTACHMENT OF LOCK 0 INCLUDES USING @7NFORCM LOCK �l.AS SHDWY ON SECRON HYO.SHEET 9 WHION MUST BE t)3 s� •�°x —_. CONNECTED TO CONTERMATES @ AND 0 w/ 1/+•0-20 x.1.1/2•LONG S.S.THREADED BOLT w/z/e a,x 3/32' WiNGNUF OR W/'t/4'a-20xl'S.S.M.S.INTO A 1/4'os 5/8'RIVNU! OCK MAY CC MMLLED AT:MIDSPAN OR 12' � ai •Q �©•,0.•. a' UMMM ABOVE AND BELOW MIDSPAN.USE OF 1W0'LOCKING RODS 0-TOP AND BOTOM IS W ATORY... • a� 91�@-OR @°'(R+63 «NaM &IL GKS &. CENYEMATES: 1.HD W/HD ClHiEIaIATiS fit OR tit X4 f3s, ONE ALT&WlAn HD I=a MAYBE USED IN LIEU OF PICAL 1 V BLADE SHUTTER ELEVATION HY LOCKS" OR V FOR'ANY SPAN ANQ INSTALLATIONS AT HITT ELEVATION.ALTERNATE to LOCK 0 UW BE USED .. ... N.T.S. - AS AN 4iSI0E OR OUTS LOCK..ATTACHMENT OF,HD LDCK'�`T TO tS W/3,(8 x.3/8'F.H.S.SJI:5.,AND INCLUDES. REWFORCP.MENT INSERT 59 AS SHOWN ON SECTIONS H08-NVB hV0 Mn-#IVO,SH1ET 10.LOCK MAY DE tNSmw:AT -UIDSPAH;OR.12•MAXIMUM.RLTAW'OR'ASMT MIDSPAN.USE OP LOCI=RODS IS COUPLErmy OPTIONAL. FLORIDAon High ztoci[y orricdno one �ot��M�E4 A T/(</ �' 0 2015 EASITRN META.SUPPLY,INC. BERT A.HVT. hL E C 01KC. Accordion Shutter System ■ ■ .�■ ' KV.9-VE¢t W/CR W/0.KV VOW DAM American Shutter Sysfems M5Y4f 0i IxTT owln OY ML STATE OF TILLIT TESTING ENGINEERING COMPANY aAssociotiorf, Ind. I OLD 11-132 . <!13lIs O.TG..4/13/15 1�C 4JS4 Nr.�m sc Se O5:'tAGau Gne A'FiOi�}"311 �` r :(sc?3an ISTD.F� t3os)sr1->ssi 4288 Westrosds vKva �c \r •-moa a'=coo<�Lrnm West Palm Beach, FL 33407. 1 15—ORNo La- ILLIT ; 1 -USS iO �Iz L6 44167 3 SVM7 ?.E. SEACfF3lIStt}t1URE/OATS c 5 . OF 20 CRETE ANCNORS POURED CONCRCTE', . POURED (SEE,.SC}3EDVlE ON. OR CM4METE BLOCK pOk1T['•'p GOSMJRTE 'SMEET 13) RECS*'ED _ CQS^..dtEtE RNfi4Oi5. +W/t4L-ti�SSE�t3 s: scsam aCONrR n r+EDnHED _ -, - - -. 1qR. .-- (SEE'SCtiEU{![E.Dtl' Y/t/4'-20 .:CONN+£YE ANCFKNi5 - 17 i$ t',fa ...J5a aot—@TON SI�EE 4 f.sz 13) HtlfS f!12`O.C. (SEE-SCHEDULE 04 SNEET 13): . EO O ate-2ogtwTs D o a a l,12,2'o.c. +I� .- It 3,10qu ff 1lq V- L .. OPTI01'1iL F F .. (j .eNrL: w Wwam F'*f1--fl[Mu T OR S WN.SOIAM tON T0.MASS 1 EXEiONG at scu F9 rte 1 1 1. F gjSSC--(�—(SEE SCHFWEECi!SFkLT 11)—" Mkt SEPititRTK}N TO CiASS .. „... . (SEE-SCREOL E ON SHEET,it)'" cucj @ HV WALL HEADER INSTALLATION .NY WALL.HEARER.IfdSTALLATIQN - 'NY.WALL HEAM INSTALLATION +'KEYSTONE ......-_ UN.SEPARAW"JO CLAW I .. _F .k � E)25DNC r_.....__.__(5:E'SCtiEWI.E-ON'SNEET:Ttj""" 1 4m nits Fi. 1 A OR 4¢!.StPfiMTroti TO CMTS ...._ .k� i (SEE sucx3LE'ON Mim+l) Git55 WOrrr n (ti. ifl ._.1. �.. i i i i t/'k-kat• } ,. _. "` tiX. Xv CR'OD E.D.- N -�� DD ` 1 Q OR p.j' PMLU�TRUSS HEAD 1/{'o=zorS/4•SS.PfIN1tPs UAWINE.SCREWS USW! ,�.._.�t CG�`CR£TC R.NCtiQ% TRUSS ftrA6 kACNINE Sk.YtE'A'S -/.'.•^ LCONCREiE NiC3iCR5, i'�. i/a•-2O-NUTS a 12"O.G. (SEE:SCHEDULE OR (SEE.SCNECUtE ON.SSR'E1 43) .W, Pwmz CONC£LTE SHEET 13) CONCRETE BLOCK f ,,+' t U&OR ED E BLOCK rn4ll.i7EW7CtED - •_ /./ f&9NCRE?E kYL'F,iGRS. D aau v ai+a+E+E:_./ (sffSHEET 4)�tULE ON OF WALL. SILL.INSTALLATION OR C'TRIC1Lr'i6'BLOCK' WALL MOUIRED � HV WALL. SILL INST TION INSTALLATION DETAILS W i�sa skm a'FOR rept&S vm. f.E D.s.FDGE OisrmCE } ASSEUSLY .SEE E AcN,5.l7F USE FOR. C1/- HV BLADE 7-MOUNTM se no 6 CM BE rcum bD ,(SEE SPEC87CATtOSdS ON SKEET'.tS) Bt/DE in GN.51iEET t9 SN AN'f tYAY TO SUR,RNT LNSttd"ON,. ., FLOMDA BURDNG CODE(Non High Velocity HUrcicone. Zone uuoni Y 02015 EASTERN NETN..SUPKY-WC. spa`''�cEnlsF�r�' -- BERTHA HVrm %= /7T7iL777EC 0 nuc. A, S.S,Aw Accordion.Shtltter System AAT f f' American Shatter Systems VESMIMOR UT[ Mom TTY: Nk: S dF TILLET TEST1146 & ENGINEERING COMPANY ' y �r�r a93s an,xv sF:a 3=wtaa c.}rirr Eos 331V Assoactl6n. Inc. t OLD 11-192 4/13115:MM_4/t3/15 .:(3myeTt-1510.rm: 30sy871-1531 4268 Westtoods unvo 'i,,.�C�,+ ....... ��\��.Q. c uta oc�t<un Wast calm 6eocR. FL 33487 s 15-085 rip ONAL ���� WALNR-A nUH'iIr:a.8, + . Gr1kN nt+Ftr rtONDA.Ih d ttts� $ SHEET P.E. SE¢11YI�NATf RE/akTE c 6 OF 20 Patsm CONCRETE ANMIOPS i..m��'ArAN CO�tcRErE (ste saimt�r QN sFucT Tay I m a,sT� t OR � ExtsnNc ' � 1 m UAM uwwm , ge�LaEo Eocc ar ` ,� RAM w SAH K' r ux✓Lsme' r^a>w . e 9 Asofm (R.ASa _AE NQE WASHER NfAO I m 3 F a/6 n, „xscxEm©W.ac., g ff ANCRORS CONCREM • t, !�_._._„j l:l a. � � � - q(S&E SQtEOUtL•ON SIM t 3)" - , �" r . ` .. .. .. - F f/ S�A9 SLAB IF � � .: �e' 't/2�t •' EF #vcE.Or �.. I .R>iRUUt PdPLfC2RE• O. tL A' tGSBE _ Pw— .FEAT fSAQ rAtKRET.NOMR5. AP9 U�M CONCRETE REOMED 1' ,a® ®�,c E _I REOUREDED R (sFL aiEu{tE ON SHEET Ta) ..". FLAT NFJID.COr7CRETE ANCHORS F rue,siDeC: - R[.OU!RE0 --E-0..•-.___ ^----G R'k:-- (SEL SofEI UtE ON Vim t1) -1.. Qf,,//.T�CH INSTALLATION %kUD ONLY FOR UP.TO.+70. -78 PSFAS:D. �} HV WALK—OVER INSTALLATION DESIGN PR6SER(E,RATMB&FOR SPANS PER (D HY FLOOR INSTALLATION t SCNEDMLE B3; SHEET it � HV CEILING {N�'jAu,AT1ON _". CONCRETE ANLYi{JRS - t IW.SlPlzfmr /«t mr.u= a.nasr t0 a' E%YS1uV6--i � F CX'�G -t .. .... «oist %�b Fl/4't a,am n CLASS _ UAX ` xvvaur ro a I]/<'1krL fltaCSHEIif O 6• i: i ' •1`bpi' wxrac ns !ry' r 6C FUR iP TO 6'-0• , f r l ) t .a ARI.T WX s, i` `, I r ! r t i iti1P7 ti'Ct:41E. L :,FrCT. 3 t ' TER SCREWS _ ti /err{a O.C. tiS" 1 ttFx l+ sEl FEiQ_i' tf t / e 7F]C SCREWS 0 9'-O.C. _ ('�" .. - OR i f4 20S.S.NS: CONCREM AVOICIRS .. .._ R •O I�? O}9'0.k�C5.D.S. tu/�s (, "3 -OsiK t�/ck,'r-zO ta15 lY/NUI (SM SCNEDULC ON t _��✓ ._ . /2' 1• �.% ® i i 200 tFt(4 + 'XKL TRa,OXCONAM Sw SLAB f 1 tawF/{ F N.S..D.S. U aRCNtNxs NOTE talc? C 7 . 0 9 o c POUREII RETZ LOCK. (TE fiCfCcDt11E Q!t fRt SNEL,'`OR 014CF M HLOCK SEE NOTE Yal6)ORrA:M.RET<SLOCI( Stt£ET fa) FOOR-` G+`STELE t .� REOtRiiEO EwTaFu rim / REou:Fun `)KHY�NE MOUNTING iNSTALCAT10Ft CO, J (f<� HV WAt t _FLQOR fPISTALITION HV WALL WAI K—OVER j�5TAU ATIQN SPA,Ir-e '0�"'�P" RCWOtEO. •• - HV RAINGUARV INSTALLATION t' » NOTE FOR Qgil4NATt6N OF crr•TW: , �R WH�31E�N't�N.PERT�OIt<t�6tl E.Q..a OYX'.L OtSTMtOE .AB.!ACENT lU AN Of'ET.Ibt.f F:X[}' ♦` tt,(!tATiONS Of'USE.FOR. - i-'SEE SHM 4 FOR T .SK91.ER ASSEWOUr' 11 (SEC..S.K.OfIGttEONS ON Slim.L3): OR:E� � tA.ON NS t9 INSTALLAT(Q.NDETAILS W/ 01 HV BLADE 2-ui&inm Stcmus GW OE ceKerNro 11p�F{R p� ryt1� f� IN.ANY WAY,0.SLAY ANf.INSTALLCION. Fl.ORIDA BUILDI CODE Non High Veiocity HurricaneZone Al�'���'r,��if' ®2m FASTE m uETAE.SUPPLY,INC. �cl els J� =X.- Amerlcpp. THS! HV,m ._ - + Accordion Shutter System 1 L E C' �■`�?.S A, Liv.aane#t W1 OR W/o KV.WNDM SLAM Shutter SyS1,9rns &x w Drm[nnN_ WE oFrA,t Be.. e.c. TILt3T TESTING& ENGINEERING COMPANY c; TATE OF -. ` . . ,NIF ccY S..9r sm.tsriaA c srA�u.rtaecA atf Associa#ltsn, ltic. t OED 1411-192 kltalcs llawt_tsTo.FIs t Laos}art-tsai 4268 Westroods.Drive 2 DRAWING No .- t:iu oaad. Ylest Palm Beach. FL 33467 3 lH-Wtl6),9 15-085 WALTER A.Mff Jr.P.£.. k- ..... sai67 s SHEET P.E. SfJEL'f SINA�Il1P,E/DATE 6" 7 OR ZD SEE ENV . .SEE NOft ON..LDCM4(ion ..RV,Lotlp4o 6,0 ovT ,� fN Y -E> > t VIM INSTALLATIONS W/�� HV L ®°� (. ,. —, **MAW SL4CX OErAk Irf r V"FOR&L BLADE :W/.. HV _CENTERMATES CENWRMATES Ar T ftvEo ok SEE'END WAil CONNECTION 10 — Mgnuc crass DETAILS ON SHEETS 1 Y,z-r1le'rY-z - . 3 1/<' :. 7' c f/z' 7' .._._...._. I (OD03 TOA near OPPOSING SYMMETRYCAL cLE w!(s) TO 0Q'4 REiZ a�} �1 CENTERMATES ANTER ACES MN.�AriaTaN aloroes ro amcRET[ Rarlecttae)x B1otis!•'sMs.a ez (s1/1o,1/z sus.zo n I . 'o.c nAL Ltxcxr; W/ NV (�t7CK or:t V(% HV I.00KL ro 6vss AT Em+,u M(tt+7 �^: {sFF scl+Ets[n:E �,�l V, i * 3 * _ fN * 3 oNSV TM ----------- �0-@ 10) Onto+��. HVB CUT S HVC HVA �,��,© CLQ® to:-gym EXSSitx:cam, POWED CONCRETE ON `((�p�j CONCRETE RlMx WALL. REOU ED A. dSTeac fl-@�fl•��(J'�=" �� 6 7 6 z _ F SYMMETRICAL * �'(�'��) ' a �.®a lUs`•©a tt .� VC, �nr �,1 CENTERM ES* !"E y V •: 8}°°(�3 �e�(��8�•'�7 ,MINS RON U"�•� .•_•.- o `!J ___ I (IN7ERi0R) ®��°u�•©°�`'3'`�$ (SfE:KN 11) oPTtONhI .AN sNEEi I) t0 CI1•SS ©+ (SEE s OPTOLAL ON SHEr,11) pTTTERsoR) _—_-- -_._._ __._.._ .._._--__..- _...�._.. .�_ .� OETE UT —r------- — � --- � - _ — �_ ANCHORS 0 is o 1-0 a 0 FoUT -6_1/2•etUOE.SIACF. O.UT to pR� HVE HVF** HVa FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone `i�littldanNgrnpiA�A 0 2015 E4STM METAL aPrir•INC. . C•EI itC(/r✓',oriBEMA IFt t$' S °S A Accordion Shutter System ■ ■. ■ ■ itv aAMi'w/ce'w/o kvtWv asnE Y P` American Shutter:Spsi®ms DIUW a *' Tujt TESTING 6c i WGINEERtMG.'COMPANY ss a STATE fl€ °S� x xu.0 °" u0 AoeFafiott. Inc. OW.11-I92 ♦1n/rs uuE: a/I3lIs 'v P 4268 WesEroods Drive tLaRtBA '��� Q_�i Lx w,arom' West Polm Beach, FL 33407 36 Qwvntw.No to-;,00719 15—p85 �F<•:. ..•,,. G\ Mn A. aut�,.P.C. SHEET i 'S10 l� . Lia/H167. P.;." flMM SAL/„y(i 1 ?EIOATE s a OF 20 POURE0 CONRCRETE ... . . .- .4+OtA7F1>C(WCFff:TE ,ffA.CONC �..._POVftED�'E BLO CI WALL OR CONCRETE /-"�:OR CONCRETE J ._ OR CONCRETE .-..- CONCREFE BLOCK WALL. / BLOCK,WALL�REOLIM �-��� BLOCK-WALLREOUIME) BLOCK WALL REOUYED REOUWO .. /_,d �ESRitit20 CLASS. EJCISItNO GLA55 Cq AttGx,J�N, -LIMTINC.CLASS: _. ._....f? $•1(it! NO CLASS z -i- �A. ,. �J . 01 TO ataZOJC, .tss ` AQLSFi'biMSKN. SC45D(AE ON SNF'r L@L 5EPAFAMtJ. I WL Sr ARA11O4 .EO • EO- lO C1AS5(5EE ,t M SAOE.000 ,O�C1AS5(5FE � �CilS;a� I I S0fl1ttE @F.SMk11r 40161".)31 4AX.j CN SHM7 19 MR 11 FOR lE OF SEE7 .SCtiI7l!£CN 9FET „roR eACEmAO TcDNA axrs(D�0 �ON s�,o MRR r n rca aAaEmmu w s Lta,s FSR uaosER (LOCATE-AT J' 1, eMtsp✓4($ rrttrEri SDE Etat s©&C31 arm nu(L mE1 �� ��%ADE5S iNmr is� �? ,J2- td. - .OF(D) (. 4 USE.,•OR 2•MAX d,ox,/2'Sus.;. �` dso:ifY s u. Vs APPLICAME}n-0/WlW-2- . o T6'O.C. ALMMUM q.W iD tv o.0 1 (1)#10B 2'S AP WO(+J dfo><t/z's.u:s.topJ1 (2)1/4-0 TAPCONS ANCHORS To I _ WALL AT i'O.C.(LOCATE'_AT SEE DuA,'L x FOgJ OR( .UTHEi SME OFO) 6 OR re �'`' We CONNEMN (t}OR SEE MAX x fOFt t OR� TO:TRACTS SCE mnwEctaN �-h ? -®a 7O.s �> s °cTcaw+ecna a ®- ,,nnm,Cs�, 7•9*�•�•e TO.TRACKS {' ad 6.. 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Hurricane Zone A 2015 EAS(MN YETAL SUPPLY,INC. ............\CEB RTRA . /7T1 �a�. Accoidian Shutter System S KY.MAGE SET W/CR W/0 KY.MMM aNX !I c American Shutter Systems rFscavtaA DAM I DPAWN Oft u.L rELL(i TESi1NG& ENG,NEEMNG-COMPANY STATE OF MwAssociation,—Inc. { CYit'tT-sB2 4/13/1s oA,e alta/Fs 4288 Westmods Drive 2. QR4FY �-�w 6Ti�saa<� West Palm Beach, FL 33407 y Dr�AVTNG No •,,F,S 6 0` W-ODW719 15-085 Aii7 S1ONAL E�`l' wa.MR A MW 4r PF. P.E.��tljE90.S1ttA%RE/DA'}E as '10A6"j`d"Fm 6 SHEET a OF 20 TWDUI F #T S(NFnIU1 F #? $�HEDULE #3 MAXIMUL,( swnm SpAN 'L+"-OR "L-" MA MUM SHUTTER SPAN*"L+•'. .. CIMUM SHLIVIM SPA4*•L+:' . (ft)_FOR INSTALLATIONS W/ M OR 'Ir'-(rt.)FOR .' - it 1 sR4�'et-l-TX''N t,�cEti� SGL R L-' (rL) INsrALt:AnoNs CEWMATES & or Or INSTALLATIONS.w/ �, - - . CONCRETE& .: W/-ONE H V:TOCK Or®"Or OY (�[}�p W'= ()L+ 141x1434'ALLOWABLE SPAY FORA GNEN £fZDEEf)11...�, '✓ dG W/ONE HV MOCKS MAfi150RY PvgTNE a9.o.DESIGN F$E5S.rt R4nNG; NO.IOCK®'tYj NO LOCKING RODS or - ONE F7V LOCK`try-1 'Or - - - L-i'MAX.ALLMABLE SPAN FOR A GIVI N NEGATNE .ORS wj NO LOCKING , 'WALL A 8, C, D,E. M,N, 0;P.0,.. ASD.DESIGIL PRESSURE RATtiG., CEWERMATES�'& V?/014E HV `t'" W/NO lOCKtNO•ROUS� ODS uOUNTINC F, K&'L R, S. &V_ LocK®wjrno LoclaNc Roos rt1p, (SEE NoiES t tt) wroD FOR mmum; HOITOM SEE NOTES SfIt2T 7J' FLOOR CEILING - (2)Pf10CEDun 70 0Efl7LMit'E;wxIMUM SPm roR' C, H. 1. It,J MOLMNOS(TOP/ .U, w& x WALT. DsnOM)':GR FLOOR/CUUNCt .: M C6NpitlE k atn0u MOUNTING' uwuM COtFr57ElE&W0w INSTALLATIOt$V Wtirta w�aiAex iNCt7NCI TOS & M 5tt11,c7bNGMEN A P'Q9gNE'ASA.OE3IC.N PRESSURE RAn1:C, fit'[5Tn WALL MOWN& Ft OCR/Cmj"G 'fit YWL Uowa G `9P020c OETEMU'E M*IUUM SPAN l+'•FROM SCHEDULE. °1°916 MOUNIWC' 1lew !t R/tw FEOOrs/Cttt wtwttxc GNEN A NEGATN£A.S.M OMGN PRESSURE MTM, (*Pars} .^._, .- C• t}} R'OdaL'CE[ATC fldlaltPd L•aR } FLOOxhAit.Wllmit7NS,,,,_ - DEFERt2Et�MAI.OMUM SPAN`L-•FROM SCHEDULE. L t:(i8_ L.-01 E• -_{-l'S47 -I1 W} l-L:t) L I(41 . 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RATING 65 LFT=1d TO'-10'' ti'-T tf-1t" 65 W-W" la'-1o` -- 65 9`-5' 't0'=t' DETERMINE, 70' '10'-8' 16'-6" IC'-3" F- ' 70 70'=6' - 50'-H" 70- W-9' 9-4' Lt+ Wit-SPAtt FOR tGYt.Mat7NTiliC YPi$T'AUR71f]tt$- _. L2+,MAX,SPAN NOR FLOOR/COLNG MOit4TING ...__ 75 -t0'-7' t0'-S'. IO'-4' 17'_7• 75 10•-w1• IO`•:-.7' 13 - 8'-9' tt EXCEP.r THAT 44%0 W1 W1M.SPIN 7.+'09` MWALLM1DO•Y^a. B0: V-10" 9'-Icr 16'-d' Ia'-9' 80 9'-70' 9:_7d AAAA "!-"AND MA)4 t&&D0. 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W-It, .8•-2, 8'-9' 120. 8'-0" 6'..17• 125 7'-10". 6-8' $'-9' 8'-Y5 7"-t0, 6'-8' ALLOW TO.SPAN AND KFCATK A.S.O.DE N MUM ALLOWA[AL SPAN AND NEGUw£ .s.D.QEStCN 130 7'-6, 6'-5" 7'-10' 8w-1' 130 7*-W 6•-5' : FFESSURE iLtTIMt ib REIEPo!ENE NA7(Rtui ANCHOR - - WIND ZONE MINIMUM SPAMr• 135 7'-r o-2` i'-9 r-9, �135 ... 7-7 6-2 SEPARATION -'140 _7=-_ s'-1i= i=z 7-6' 140 7-31 S-n' ASTM E-1596 l45 7'-Y 5'-9' -Y-5' -7•-3'- 7_45y Tc3'- 5'-9' TO GLASS 150 7'-Y 51-7:' 7'r4' Y-O' 150- X-2' 155 7'-0 s s. _7._a_ 6, a. 155 t-o g-'._._ 1 THRU 3 I 160' fr-ll- V-2". 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UUM (g)WALL SIU.;MOUNTING @CEIUNG MOU?MN(;: HF�FLOOR'MOUNTING -.1/4.0 TAPCON OR TAS-1411 AVONCED THREJDFOh1161.7E WOLO^Y..MMKO 9.'AS WMFARRM DY MX BU41IM(stn.Fa.3'ks5) SPAN - -114'0 x 3/4'ALI POKM SOLID 5£T-Age"Of6:AS.D�it2SM`Br Ni POIMM SCREW.'MTk_SPECIALTY COYPMK.:W fa -A k1t)) (a) RDDI arAmE PIMUM MM MMM pdA Mw U14ME 114=HO -1/4'0 am TAP COHMM ANCIHORS W/CAP AS W44WACMM 117f FL MM FASIV M DMW.INC.(WY r.®2 km7 ,w b &a 73 90 120 1W Z05 30--- 76 a0.120160 2M 3O 40 M 7S 'W 175 160 T/PCCON OR -11/4'0 TAPPER+ANCHORS AS:WINUFA.CIIRFD BY POIt57G FASTINFRS,IHM,AND.06"MUTED BY ALL PM41S SCREW,-BOL!m.9'eMTY TAPCON N7'}t AOJAKfD COMPANt OR ANY ONER'AFPPJDVM ILMEN.ED OR'AUDt0162ED VENDOR FM7ffrMW WIM TIE,AEMWM SIIUTTER SYsfM AS'WM43MM INC. 14 1 0 9 b: 6 6 i. 10 a a is 2 10 a a a Is 6 TF(RE1pFrDiy.TECIU4CLLILIT (Ny1,'Ec m 3 3•-D' SEr 14 12 10 9 a a 6 G t4. 12 IO .9 6 C'6 8 14 112 70 9. b 9 6 6 DR LMTor 11'2 t0 9 6 8. 8 6 14 12 10 9 a 0 6 6 14 12 t0 9 0 .6' 8 5 � ' - OWE TM W/CAP N;liFS:' 14 iZ 10 9 9�"0 _ 7' f4 42 .9 tl a 6 ® 14 12 10 9 L 6 6 6 &1)1DN3N}N EkeL•wwr Dm POURED coNataL OF TAPLYDN ORYAPC/RN N1M ADVANCED TFTMJMRIL TECfRO.M M040its Ata!TAPPEIE4 14 12 10 a 9 7 S:S 7S t4 12 10- 9 d .0 6 8' i4 112' 10 D a 8 6 5. TAPPER+ AN*f=IS 1.3/4%AND MR BLUE TM WI CAP A4G(ORS IS 1 1/2-. ._D. I4 12 10 a a 0 6 0 14 12 9 5' 8 6 6' 14 12 10 9 8 a 9 53 74 72 ID' 9 6 0 6 4 14'tZ t0 9 a a 6 4S I4 t2 10 0- a 6 f 3S A2)1r9aMM EUDEpyEMT:OF't(4'0 it 3/4- pO1Nl5-SfWD-SET¢NC}tOR$.3tUt J/6';9F10';ttlE.F01JR[U;GONQiE7E.RO EYBED7dET.T. 14 12 to 9 B- b 'e' 45 fa 4S t0:'9 6 '6 a Sea it 72 1tl 9 -6' 6' -a 45 .� ��� INTO STU=STUL.BE Ff3U0nED..1/4-9-20:S4S &MCN'.N&SCREW USED SHALL BE'1 t/2'.tAR40 M UUM.SHOI w STUCCO D=.AND 14 12 'Y0. a 73 53 SS 14 72 0 9. 6'..6 0 a- 74 12. 10 4 6 7'33 4' BAOC �. 19 I'H1Nfdt1¢I FOR HAUS WITH NO 1S. 5..O 14 .72.t0 9 d -0 6 8 14 12 t0 a E 8 6 SS 14 12 10 -0 -8 6 6 45 is 72 itl 9 -a' 7. a 7T 12 16' D.._a.85, 6 33 14 12 t0 a 63 5 3.5 3 .9r-CAM TMV PRECAST STONE:PRECAST CONCRETE PANELS,PAVERS.OR.ANY V5NCER BE FOUND ON THE MSIING;WALL OR HOOK. fa 1 2 10 9 a 7.5'4& ti 72 10 '9 L -6 6 s$ Ia 12 t0 9- 8 a' 4S 75 - ANCHORS 511ALL..EIP LONG 1}100 WTO REACH.TNE WAN StRUCTURE BENNO S.M'WA:L FINWM AVCT01wr S7ULL BE AS N4faCATED ON 74 12 95 75 83 43 - - t4 12 10 9 a 7.513sl 4 14 12 t0 L9 a '6 43 jA �NOTLS At)&a)�AFOOJG CDN 116TAL1AT%k5 ON:Y2rY6 5IDN1G Oar(]}S YRIN DR NTIFWT uE7A..$11ias rANaULT ltaS ENt:IkT.R.FOR ._......_�_ 'It.5TAl1.Vi0H IlrFO Etrs MM.METAL 5ttrDS.;SEE SNEIT 20. 6.�. if t2 110 9 6. 6 B - 74. t2 10B A. a 0 S 14 72 110 9 'a 65'S 35 IC 12 70 9 73 53 3' i4 12 10 a5�7' S.6�4��3 14 '72- e' &5 14 T2' 10 0 6 it 12. - 8 '6 DS 5 75 14 12 O &5�6 5+ 4 - (a) TO E.lu5 M CONMCIE OLMK:(ASTM C-OO) 74 12 6 "ISS 3 - - 14 12 10 .9 0 63 4=5J,5 14 12. 10 a..7 6 33 J - 1/4'6 TVCOH OR TA MN M.A NOCED 11MADFORNI TECt4.MM ANCH 5•AS W1WFA^BIKED BY I.LK BUaDM 14 t2 To 9 8 6. 14 12 10 '9 8 R. :5 4 14 t2 t0 0 75 35 f 3 -1/CO'x.S/s'Al POMM SDLO-SET MOMO S,AS NSFft01UTEJ BY AL.POMM SCREV...DOLT&r SKMTY cowArrY. •_D. 14.12 19' 8 05 L' r` - 14. 12 9 73 a 4S 36 ^ 14 IS 7 5S 45 M - -1/4'0 WJE IAP conmrm ANewDRS-W/CM AS UM.FTF murtm Err fictmA.FASTENIDs Da�Cr.OK:. tf 12 10' 69 Y `.. T4 t2 to '9 75 a3 74 - 14 12 9 7 7.5'8 - - -1/4'0 TAPPER4.AkCf?QRS.AS,MAWFACMRED BY POWYE:R:i FASTENERS.IND..IMS D4TMUIED BY AL.FLIMS SCRW.,9 LT or SPEWM 114 1/ 7 55 45 - - 14 12 90 9 73 53 4 - 14 12.. 9 7 6 43 3 - COMPANY OR AW DI1TQt APPROVED LICENSED OR.AUMORV.ED'VO4M 6ECtS1'M WTTH THE'AYERICM SfWFM SYSM6G AMOi7M W,INC. 114 T2 t0 B 8 0.5 i4 12 Ht 9 6 b• 4- ��'-'� g•_p• ....;..,„.__ - is ta., so a ss. s ss - 1U3(ES: V TZ as 7 5S 3 - ^+ 14 12 9 &S 5S 4 3 - Z3 a5 6 5 4 3 ^ - &0 MINWUM VASMkII041'WrO CONC M WM3t OF TAMON,WJE TAP W%CO ANCHORS AND TAPM+A400M IS t i/4'AAD TAPOON 74 12 93 a 8 - - - 14 12 95 6 BS 5 14 12 a- 6 65 4 - *mt Amwicm THREAOFo1 TI':owtoct ANCJom 15 1•. t3 95 ll5 '6 33 - - 14 12 10. 9 63 5� - - 14 72' d CS S 4 14 IZ. 10.9 6 - - - 14 12 10 9 73 4.6 14 7Z.W 7 5.5 i WTO THE __.__ _ ESrar'M EQrf ttri0"snxYn 1/s1su1 /PERamfD.i/a s.5.NsdI9rE scrawUSEEI sNAl1 BE i32iaNcN�aNtai:a+urn.0'srrxsr, 114 fiS NICREIM SUM No 73 6 4 S4 '.11 7 SS 3 35 - - It 6 SS AS 35 - - / -' 1L-12 Do .7...SS 4 - H 0.3 7 3& G 4S - - FY75T,AND V LMWUH FOR WALLS WH NO SILK= t3 a5 SS 4 - 14 12 9 7 6 45 - 14 1t 7 55 4.5 S5 t D.-O' 14 12 10...9 73 - - 14 12 '10 8'63 S' - 14 12 8 6 3 4 - 6.3)41 CASE THAT PRECAST STOW-PRECAST CCNCREM PA ELS5 PAVFRS'OR ANY)IMEER BE,FOUND 04 INE M(Ma"T WALL OR FLOM 14.1 T 'S 33.- - - 73 8.3 63 3. 4 -3 - - ia. r5 3'- 4- 3 - - ANCHOM STALL ICE LOW ENCTkiff.7EY CE,A{1r.THEE'HAN STRUCTURE'BfJ{a&7"5493 WAl fT VIM NCHORAliE SlIU BE AS IMwATED ON -ti iT t5 53 -- - 14 715 9 -6 r.. 4. - 23 85 6 5 4 f. 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M...w FACTOR TECHNOLM 1. la - - - - - ,4 15 75 6 i2 9 6 s5 f - - - 0 75 5 s 7.5 65 4 .3 - AMAL- 95 7 5 4- - - EDGE TAPCON TrdREAVFM A11.PO6NE SOLID SET BL,LJE TAP W/CYaP TAPPER{ t3 95 65 5 03 73- 5 4- _ _ _ V BLADE 09 G{C.TANCE: ETOL 5PACII4C t'13 = - - - 14 0.5 7 65 11 6.5 63 43 ^ _ EGE. Ep. ARV.SPACING.*-3' MSL SPICING-3' WN.SPACING.3 1/2' Mgr.SPAM e.3'- - 3:J/4• 4' is-D 16 7s - - - - - a r Ts s - - - 7 s 35 s - - HV d r• W COIA7 k7E& FttfSD v2ak7E lana POURED CO4CR TE a PM fD r ouc9LTE a IVSEn m OSTE aacT�iE ETCaC IS a - - - - - 11 a ss c5 - - - 9 "a3 as - - t- - Cc> TE.MR . Tec F�,.31/Y wa.Ea..z t/2• L F acK az1� W3nnc IOL En.3 1/t wl E.D.2 Itr 12 96 - - - - - 95 t 4& - - - _,3•• 1.0 0.80 1:0' 078 iD' 0»34 _ 1.0 1 05 - - - a - - BLADE WORKING oal to aci 1A to - _.,. is :_ - - = - - 03 d 5. - as.e 4 _ IN UNISON♦ 2. - f _ _ _ 0.51 45 - _ _ .14 - - - �Fi SF& 6 - .. 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