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HomeMy WebLinkAboutProduct Approval { Y ;i b ME a � x �i M.— ,,, User Registration Hot-epics i Submit urcharge Stats&Facts Pabiicatlo" s ,FK Stall :1 sas site P ap'i Links s Search»i i Busines ',} P afes_si I I I r Product Approval .USSER:Publicc User ses O n FLatlac[naa�al! >?vodad or AOYt#ratirr_i�watih OApproved n Detail FL#. J Application Type I Code Version Application Status Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetai.com i Authorized Signature Bill Feeley lradriguez@eastemmetal.com Technical Representative Address/Phone/Emall i Quality Assurance Representative Address/Phone/Email Category hullers Subcategory Accordion 3 i F Compliance Method Evaluation Report from a Florida Registered Architel or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received 3 Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence y:s0$_2$._C gty k'7P DION QLN=1_jW2 {1t Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1496 2005 ASTM E-330 2002 TAS 201,202,203 1994 `r Equivalence of Product Standards C2rtified By } Sections from the Code t i j Pro:duct Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/0712015 Date Approved 06122/2015 Summary of Products FL# model,Number or Nam, Description 349.1 Bertha HV Accordion Shr- Extruded aluminum interlocking,blades ret lined by tracks Blade 3-(Non-HVHZ)-D'wg IS- (top and bottom)for storm protection 086 Ljmds of Use Installation Instructions A Ej.z3Q9�Sfi2ll A.S. 41�. SA. _-P3 Mc__ Xg. Approved for use In HVHZ:No Approved pproved for use outside HVHZ,Yes Verified By:American Test Lab Of South F oficla Inc. impact Resistant,Yes Created by Independent Third F,arty:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D".Max span is 12'-7"for 35 psf Ft-389 RO AF Aj _.R ,�.S.A, 111c, pi D'. positive ASD load and 13'-0'for 35 psf negative A D load Created by Independent Third Darty:Yes the HV3 blade w/o window blade,5'-2"for 110 psf kSD load 6r HV3 blade w/o window blade and 8'-!1'for 62 psf,9'-6" for 55 psf HV3 blade w/wIndow blade working in unison Max.span for HV3 blade w/o window blade or installations into Metal Stud walls is 79"for max.A SD pressure ssure rating of+72,-72 and 84'for+64,-64 ps See ..re sheet 5 for other spans and ASD pressures. 389,2 Bertha HV Accordion ShUtter-Blade Extruded aluminum inter tocking'Iblades,rel Bined by tracks 1 Only-(Non-HVHZ)-O 15-085 (top and bottom)for storm prot6ction Limits of Use installation Instructions Approved for use in HVHZ:No I'l-389 R8 I A.&S Approved for use outside HVHZ:Yes Verified By:American Test L&Pf South f forida Inc. Impact ResistarKy—es�\ Created by Independent Third Rarty:Yes besign Pressunk N/A Evaluation Reports Other.Lame mis=e,-D".Max,Span is 16'- "for 30 p.s.f negative ASD load depending on centermate, and Created by Independent Third qarty;Yes i I Picking rod configuration for the HVI blade,8'-0" or+64, i -.72 p.s.f.load for HV blade for Keystone motintini s 7'-0'for +75,-75 p.s.f.for metals stud mountings and for 110 p.s.f.for HVI and HVIA working In unison.See Sir eets 7, 11 and 20 respectively of installation drawings for of er spans and pressures. 389.3 Bertha HV Accordion Shtter- Extruded aluminum interlockingi!blades rel ained by tracks COMBO-(Non-HVHZ)-Orwg 15-084 (top and bottom)for storm pro lion Lirnks of Use Installation Instructions w! :Approved for use in HVHZ;No H-380,J-!S 'WG 15 .1 :LA_3.!-.A-. —of P �L.. Approved for use outside HVHZ:Yes Verified By:American Test LaL-.1clf South I lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s,f ASD load 1=L389RiaA.S.S.A.Jmc-.2!�R m for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Qarty:Yes 12,25 and 28 respectively '9xck next .la Contact Vs::2601 alairs,,*iie Road.T.n.bsseeFl-322199 Ph—850-481-3624 The State of Florida IS an AA/ECO employer.Cocyright 2017-20X3 State of Florida,;;Privacy SUVW-er, ::A—illifil S. Refund Statement under Florida law,email addresses are public records.It you do r of want your e-malt addmss released in responsetot to a public,-rewrals req ast,do r Send electronic Chail to this entity.Instead,contact the office by phone or by trai latonal mail.If you have any question kin 455,275 s,please contact s5o.4s7.1395.APi rsuant to Sect Florida Statutes,effective October 1,2012,licensees license I under chapter 45S,F.S.Must provide the Department wit q an email ad,ress,o they have one.The c,=mvtded may be used for official communication moth.the licensee.However email addresses are public record.If you h to supply a personal address, provide the Department with an email address Mun can be.made available to the public,To determine if you are 3 not wish Chapter 455,F.&,olease, click here. Product Approval Accepts- safe GENERAL NOIES 1.D(.RTHA f V,ACCOADON SHUTTER SYSUM SHOWN ON THIS PROINICT EV141W1ON DOp1MENT E.0.3}IU5 BEEN VERIFIED FOR COWLIA NCE N ACCORDANCE WITH THE 2014(5TH COTTON)OF THE FLORIDA �...._ .....-.r_.,._, BUILE2NG CODE,TRIS ACCORGON SHUTTER WMEW SHALL NOT DE INSTALLM AT MO V1 t4JRTiICN1E 7.018;4. W INSTA INSTALLED NINA SHALL BE FACTOR KA-0,08,USINGD"Ap"As PER SECTM ASCE720 of T 0 AND AW HE AW9 E 4X�iH4£MAXNUN((A.SA:DESKPIPRESSt&RATINGS, HIED WHERE o�m - TABLE OF CONTENTS ON SHEETS N TNRU 1 48&20. IN ORDER TO VERIFY THE ABOYL CONDRIOf1.ULTIMATE DMM WINO UN--"OETLTNNENED PER ASCE Y-10 SFLYL.BE FIRST IDE AS.. BY kM LMVIN0 THEY BY 0.6 IN ORDCRTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS MENCD ON SNM IS 11 TNF41N 1S, 10&20• GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND 0)K.7tORS ON THIS PLEA..A4 T,'REU.TITRE NOT OVER STRESSED,A 33 X INCREASE M ALLOMADIE STRESS FOR WIND LOADS WAS MIL USED N TILER SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVM A W54D DURATION FACTOR CD-I.W WAS USED FOR VMFIGAT04 OF FASRFFKNS IN WOW. •YST Ai COMPONENTS 21-37 SHEET 3 ..w,,,W;..,.,w...............:.,..,.gEREyA,H,Y.,-JL00NDiDN-6tWTiF,R-.iY&TH1Y.F•.L�EIEQxN+P'li.:.FM MMD EMD:,.1ARyE.e0.427tE..lul',�1GT..HOLD,..tlA3._.BEEN.:tER&ff�.... ..COROtiNGC.]kT1H.;SF.G7(C.H_,1.6f1k.1.....42F,;11if:..C14..... K(? 14,4 _ . .... .... 4.... ........ ATL RETORTS .. . . .:,..__..TYPICAL WINDOW GLADE&WINDOW WALL -HAY BADE 0 00274.01-03.f0710A1-03.(1004.01-03,/1214.01-0.5•/0317.02••00,(0600.01-10 AND/0210.01-11 AS PER TAS-2D1,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1660 [�(,�rE�r�,;,'j„• 1t7 ANDW(V&WW BLAt]t_ AND E-1008 STANDARDS(MISSILE LEVEE.0.0FN0 ZONES 1.2&3)&,11220.01-10 AS PER TAS 201.2a3&203 PROTOCOLS LAR1E MISSILE ( E PD t.6R1 El -HY WINDOW OtADC%10505,01-08 AS PER ASTM E-1888 AND E-1096(MISSILE L6LVE4 0•WARD ZONES 1.2.3)BASIC PROTCOWN!ONLY AND/0725,01•$5 AS PER TAS 202 PROIWQL4 TiPICAL SHUTTER ELEVATION&NOTES ON LOOKS Skm 5 INSTALLATION DETAILS A-F',CONCRETE/BLOCK SHEET 6 2. NY BL"O AND HV WINDOW BLADE 1[I) ARL ENGINEERED TO WORK IN UNISON WITH FJLN OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEAT 19 INSTALLATION DETAIL-,6-M,CONCRETE/BLOCK SHEET 7 3.EIMIA I.V.ACCORDION PINS(IN SCRETF3).USED AT.BLADES KNUCKLE AND FOR DIRECT MOVNT CONNECTION TO TRACKS SMALL BE//1492'15"AND 114a1.70'FIESPECTNEL.Y,410-1iT MJWIJUU SERIES CENTE'RMAT DETAILS CRNA NQ SHEET 0 STAYNL.ESS SIERT.SCREWS WEN 135.0 411 YIELD STRENGTH AHD TDO kM TENSILE.SOdN6'TH.PNS SIWL TE COATED W1D1 BERTHA HN DACROSHOID ODATINO SYSTEM AS MANUFACTURED TFT APPROVED C,EMQtANTf.ALTfANATINO OETALS HV Sf�"kT q CMTWO APPLICATORS.REGISTERED WITH AMOWM SYNURER:NSTEY^a ASSKNT10L PINS MIST DEAR THE W MARKING ON THEIR VOAD, DID 4,ALL AtUMNUY ENaR1U910NS BNAfL CE.ALUYDtUM AS60CTATON ALLOY AND TELPFR AS INDICATED ON SHEETS 2 AND 3.MINMUN YIELD STRENGTH FOR 0063 TB ALLOY IS 30.0 kel AND 35.7 kai FOR LQX UM SPAN T DETAILS I-6,CONCAF.TE/EILQCK SHEET 1q L.WCBIUM SPAN TABLES STREET"1f 6005-75 ALLOY. ANCHOR SUREDUIXt CONCRETE At 8LOCX SHEET 12 S.ALL SCREWS TO DC MAIFLE58 b7ML 304 OR 316 NSI SMS OR CORROSION RESISTANT COATED CARBON STED.AS PER ON 50018 WMi SO Eel MRN.YIELD SiRFROTH AND 00 8,11 ULM,TENSILE SYREWOTH. ANCHOR SCHEDULE-CONCRETE 4C%OCK SHF£T 13 AND SIWU.CORKY Yr/FLORA St)ILIHM CODE S TION 2411.3.3,4, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B,DOLTS TO Be ASTM A-3o7 GALVANIZED SIFEt,OR ALV 304 OR 316 SERIFS STNti EBS STEEL WITH 35 WO UO=M YIELD STRENGTH. ANCHOR SCHCDULF,-WOOD SHEET 15 7,SEE'TI£FOLLOWING SHEETS FOR ANCHOR SKOTICATOM 1N RIM£0:12.,:1,14.15 NO 20 BN,CTAIIATTON I)ETARS M-R,WOOD SHEET 1G FM MADE U}&(NJ W(IHKSk7 IN UAd4CN: 12.IS 6 15 INSTALLATION DETAILS S-X.WOW SHEET 17 DID CONNECTION OE1'AILS 7-12&X.WAX* SHEET IB 8.THIS BERTHA H.Y,ACCORDION SHUTTER STSTEM DEARS A U.S.PATENT 16'T19,682_COMPONEMS OF THIS APPRINAi.ARE WADED.N WHOLE OR Or PMI'Ere U.S.PATENT/9'453•179 ISSUED TO EASTERN 9,it StKL W.THE REEPONSIBI ITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS LSF THE SIMJCTURE WHERE SHUTTER IO TO BE ATTACHED TO INSURE PROPER ANCHORAGECONTRICTCR 0 ALL SFOLTfFA COMP(FIE:M EDCES WN"REMAIN.TMI FASTENING IN CONTINUOUS CONTACT WITH THE RURDINC TO PREVENT WIND/RAIN NIMMU. 1Y'MCAL SHUTTER ELEVATION SHEET 10 I0,EACH UNIT MUST DEW PERMANEM LABEL IN A VISIBLE PINE Wines WARNM, NOTe OVNOIG PERIODS OF HURRICANE WARHMCS ROME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALA.W AND HD Q= C1i TJ CEN1ERAMES AND ENGAGE OR LOCK ALL WAAD NO LOCKS. AREA- -•+�-4- ),BF 1�1)�w BI,/{DE 1 11.SHUTTER MANUFACIURER'S LABEL,SHAll BE LOCATED ON A READILY VISIBLE LOCATION AT MOORVON SHUTTER N ACCOROAA'CE WITH SECTION 1'110.8.3 OF FLORIDA BUILDING COOS.ONE LAML SHIVA.0E INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR LVETCY OPETENG,UW£I_WO TO COMPLY WITH SECTION 1710.&2 OF THE FLORIDA MlILDING CODE •-----.-- 12,BERILW N,V,ACCORDNON SNARLER SYSTEM'S INSTALLATION SFMLL COMPLY WHH SPECS INDICATED NN THIS ORAwNG PLUS ANY RU0.DING AND ZONING RECUiATCW,PRWDm BY THE JURm=ION mom PFBOAA IS APPLIED TO. 13.(a)THIS PLEA,PREPARED BY THIS QNIV NEER IS OL-,ERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJ=;i.e.WWYS THE SRC CONDOWNS D MTE FROM THE P.C.D. . (D)CONTRACTOR 10 BE RESPONSSEE FOR THE SELEG4TON,PUNCHASE AND INSTALLATION INCIMMO LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RLIX,WTWIOEO HE/SHE DOES NOT MMATE FROM THIS DRAWING SHALL ONLY BE USED TO THE Cor"*NIS nETAOFD ON THIS DOCUMENT COWJMI)CVM SAM AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1f OBTAIN PERMITS IN 711E. STATE OF FLORIDA (c)TBS P.E.D.PILL HE CW4SIOERED WNAUO tF ALTERED BY ANY MEANS; Or 1 SHE SY'EC=PROJECTS SNN1 BE PREPARED RY A FLORIDA REGISTERED ETCINEER OR ARCHITECT WHICH WILL EH:COMf:THE ENGINEER OF RECORD(EA.R.I FOR THE PROJECT ARID WHO NIL BE ta!iME FOR THE PROPER 11$£of THE RE.U.Ff0NEER OF RrCOW,AO'IOTG Ai A DaEGATED ENGINEER TO WE P.E,O.E31OINOM SMALL StON TO TIL"LATTER THE SRC SPECInC OA".:NCS fT)R RETALIV. (h)OmGW.PI.D,SNALI.BEAR THE DANE AND OWNAL SEAL AND S(GUATURE OF THE MiOFESTDONAL QNO84EER OF RECORD THAT PREPARED R LOU)LORIDA BIJUING {� Non High VOTodi L Hurricane 15P�AP��E...A rj"",�� 0 2015 CASTET>tH METAL SUPPLY,M. 11» TM _....... ........._................ . . . _...................... - --- -._ - - ACCQCt�o -. _. -. _......._ 'f ....: ..... Il S.lXt�'S'}78tt:t11 IL ECt31lte. . • KvHAXf,w/oRW/O KV.titiMMRAM TILLNT TESDHC Sc £MGTNEERIN{7 COMPANY Amerfoon Shutfar Systems ggggP11ON VALE 01wm 71•• j� *�- �lsuclOtlon. Inc. 1 OLD TI'-192 1/13((3 OATLt 4 13JTS OF 4IY N.M.J ,R.SI•.300.A1R(1m real 7.ROW,mi �,�� r PAmn:(305)871-1570.For:(305)671-163, 47.68 Y70&1road0 Drive 2 DRAWING NO .rT$'•'•. .•' Fry _- rk U0eeo0uotoon Waa'( Pour% El9act), T•T.. .534RI7 3 "Lr/QN/ll ENQ,ta`�o Ls aeoo7,0 4 ------ 15--085 '1"VIAND L VIII"A MUTER A.TELT J..PTL N IH MA.<.}44167 5 SHECT P.f.. SFAL/�SaiF,WVURE/0XfF- 0 -'"" - or 2 r.A)R%oviww e x day A." ......... lot! Aa STAME C VUAUFIED FOR USE W1 IN OLADE(D �HV,�JFN 3MLM40Er U E W/W 6063 TO ALLOY AND TrMPER At ADE i .HV WIND BLADE* 6005-T5 ALLOY AND TEMPER allAUFIED OR ...... .. -r- -SEE LIMMATIONS OF USE OF WADE 0 ON SHEET 19 &M, z .......... I ADAMB W C7) A DAMB - LIP Hy WALK—OVER IR60 SLADE OUALIFIED FOR QUALIFIED FOR L69F W/ HV I (q) HV TUNCH TRACK KY.AUJI02BARCK 6064-46 ALLOY AND TEMPER SLADrulf W/ 'N OUALIFIFJI FOR USE W/ IN RAINGIJARD QUAIJFIED FOR USE W1 IIV TEMPER KAM(1)ONLY. 6065-16 ALLOY6063-16 ALLOY AND TEIMI-ER OUAIJFIM FOR OF W/IN BLADE I -tvir— • BLADEI eaes-Ta ALLOY TEUPCR VAA13 11W a TEMPER W 1,917" tr.083' ......... fi4 HY HEAD ERAILL • ,i�) HD GEWNR_HUDER4= RALCEWRLBEAME QUALIFIED FOR USE W/ HV RLADEQ)OuixNLS FIED FOR U5C W1 HV DLAO.0 ONLY. 6065-T6 ALLOY AND TEMPER UVAURED FOR USE W1 HV BLADEO liv I SEE SECTIONS FOR MOW. OUNJFIEO SECTIONS FOR VAIJUITY. 6013-TG.ALLOY AND TEMPER 608$-f6 ALLOY AND TEMPER 6063 46-ALLOY AND Tl:VAMR Li 7.2 x y t 1 3. kowl ..........@.......... 0)M&HOL"m LUMINUM ANGLO 7*Mo. O.lW o3w, '1`11�10 FOR�1111 RED FO USfr W1 14V FOR US 0.1 31. 6063-7.6 ALLOY AND ILWER 6063-16 ALLOY ANb'IEMPER 2. LL, 6063-7.6 ALLOY AND TCMPr.R FLORIMBA BUN 11 CGDE Nan HighWlOcity Nurcicane Zone) 0 7.015 EASTERN METAL WPLY.Or- SNS 41 WHA HVTM .................................................................. .............................. KV. aADE#1 W/(V W/O KV.'M"N MAE .......... .......... -,A-A............ .. ...........A . or.d. .0 n_ hutt-or System ............. Amorlean Shutfor SYsiams T 1 TESTING ENGINEERING COMPANY OLD I i7-W w Assoclation. Ific- STATE QFDHAVRNG No :dcr.z 4268 Westroods Driwo 2 1530.ro:( )37t-133, F tal- -f, Weat Pclnl ecoch, FL 33407 LS-WX07 9 — -- - 15-085 W�Lj p'v M A.,AUfr 11.F.C. —SHEET P.E. MAY t ...... CAM 91 Ph NFM at".7 L OWED) r­USE�:W/'"HV-MADE-1 A, QNLy_'.._ M 14M LOCK NY Lq= LOCK -TO ALLOY AND 7EMP CIU 006.1-TO ALLOY AN. _Cww - ta tFIED FOR USE W/ H%f E 1)ONLY .260'00 Hy CORNER CEN r AND MOM FUPER MAM 14M 490'AFTER RUMNO SOWE MUM /4-Ll--20 X I I M_ Blum ME gEW 1/4"M-20 RIYNUT* UM ON.AUMNUM(ZM4-43 ALUM MW ftMoll� %M KMX4.MV I QUO,4 WAW9DAMO SY AWXL CHOW IM".PAMWMI Myt Mew olau on ruaL. 4'm VXIIATM HY MALE "T' LOCK CENXRMAM C=. ...... QUALOW0 FOR USE`W/ HY BLADEQ)ONLY HV ALTERNATO(E 6063-TO ALLOY AND IrMPrR 0 __­��6k,_CENTxRMAIE a QUALIFIED V QUALIFIED FOR ulw w/w owE(DONLY QUALIPED FOR USE V11 My BLADE ONLY wl .USE fl 6063-76 ALLOY AND TEMPER 6063-18 AtXOY AND W/fiV BLADE�J) Y. ADFF 61 OUSNELYW/ HV ........... 0 L -MINklm SIR 3�1 .12V H I N LOCKItl fpmax IM AT -ED rOF ROD -OR US q QUALIFIED t USE W/HV BLADE QUALIFIED F T. Is lmsgpT $063-T6 ALLOY AND IruprR 6063-T6 AUOY AND TEMPER HD CEN R71 AMLC��te MtL, QUALIFIED FOR USE W1 W BLADE Q)&q:A) M /r­4 600-T6 ALLOY 0 77MPCR i ti f2 *jt7� ("WE 7MWUM C4 HD_M LWA 606.1­76 ALLOY A140 nUPCR HV 3/8"0-16 ACETAL DY AC"NT HAROWARC MO""•LOCKS WPJF-'S=3 HOOK 00tr LOM L� 4,'INSTALLAMM WILL.REQUIRE 7/16- HOLE IES S.S. THU RM QUALMIED FOR USE W/ HV "E(D&@ AT MACKS MR PROM EMBEDMENT QUAUFTEO FOR USE HV BLADE FLORIDA BUILD =(Non High Noloaty HtJrTiMla,Zone: S P,_ Itir N". ....... 0 2015 CAMEW4 MAL SUPPLY.wo. �0 ............ ............... .......... A Accordion Shu stem li W_ w/olliv.-M . Amadoon Shuffer Syslems 'i- Z��� I rgy ..&S. S,*Aw.-....� IM Z' nUJ'f TESTING & EWOEMINO COMPANY .V7;a DATZ L.1A.'sm,,-CM OXM,n0a0n as, AssacTaflon, Irtc. ' I 4Y.13216 41268 Westroodii Diivo —2 West Patin Beoch. FL. 33401 3 No St(?t3kG X5115-085 to I I till WALI M.IXIOJr.N,c P.E. SEAL/SIGNATLIRE/OATE flOMA,;.f 4410 SHEET SHUTTER AMIABLY SCHEDULE FOR HV.Q MIV,.,�._ 4t t I2•IAN. t HV i3tAOE 1 � I to S1A6E . L .g625" .005 .0623' 'hid+ hfV l f)N0 RECESSED NYLON 6USNINC j �'"'"`� :'..;l,.x X7 5'" •DiENIN .0625,° -M _ _._ HV SHORI'RECESSES)NYLON BUSHING 3 � } (rp) I c+6r . I tAl't'DFtTl67i Rt? sem— t;v NYf:lrw,rwASHEa C 4 HY WHEEI. CARRME AISI 302-303 SERiEa `why / 6-870-0/116--GICK NYLON WHEEL 4 I � '"!q� ;l I.a x Aja aw 0.188.0 AI51 302 SERIES SIS, RIVETS �.............. 'f` _° 3rs'0 s NWiO+ I °j ...,.._,..,.....,._...,.......,......�,,..._..•_...,. _.....___..._.__�._......., tt _ &7.7500 HV 1 3/4"ACCORDION PIN W/ 98 HEAD * EXTERIOR l .462x`.: sea' •f�VHj i,. a Dm+cws :� iat S s�ra�s vcur.,,x aIV J 3/a"ACCORDION PIN W/ p8 HEAO * .-2 r ..M........_.__.. _........_....... }g NOLYCAR6C1iaATR IMPACT REST STAN( HV WINDOW gLAp or � � �I .•� 1 ; � __.... - POLYL;ARBQNA'!'E 5E{NOTE FOR IEauIRFucNTs) 1 (DOR Q;ti ! ; �. _ �f,01.YCg13�S2dATE_t�tYOt"L.8k MANRO!_ON 3103 POLYCARBONAIE i C e E RESINS, UV-3$TABIUZED GRADE OR SABIC IN INUIREMEN3M AT WME WAVE KNUOU F0C_... _.._,( ro(RADE EK .q INNOVATIVE PLASTIC t,EXAN 103 RESIN p ©OR w„CSS (SIX NOTE f' ON SHEET ts), . BOTTOM KNUCKI-L",5 OF HV ACCORDION SYSTEM I/ HV I OR HV 0 a3UNDE., i EXTERIOR � r ” MUM LAMM= rs rye Percrarrts _..., 2 IIV PIN (9 MAY BE USED IN LIEU OF ! a. Nv PIN f uR is xT a ( } Aw ONLY Aa E Ex'(C'RlOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV,1 SLACKS KIAIJ , ats�u BLADE WHEN CORRESPONDING TO INST ALt.ATION "it', .;HEFT >. � � (.SEE R01T #FDR $men Qwv u m em 0"smP0041' uuW ,rtr�y _. � REauIRESIerlts) TYP. I +`•�tlu6.' °%`W �7 �a 0.105 u.sl. *AMµ.x HV Pira \\�/ f ) DR W tj2' O.D. tltf7" THtev, S.S. WASHER . ' a j Rf WVL SF.WMR Ar Mb, x5lY vem szw,Pa i 1310) 8.,t Q o . j :SMALL BE USED FOR DIRECT MOUNT INSIAU ATlON PER DETAIL X. �?tr ! rlDaaa7.mous un man alaoao Pat MAW o�F. 1.- t 1 l MNlC4 >HEFT C1 u5n7a uron .aa mar a rnn/� v ti-arn r1W-NYUI1fe CtiWY'R1KfR•.• W61EEL CARRIAGE d��j, wage aDGAr Aare aura rrra x a4s:v+x sEM>LY LAYOUTam:a�M'° ASM4 01� 011 Cuss C�1 am � ��y tw.x �crss \� �-t l r J� }L� t E �}� WINDOW}{ BLADE r� MQ rm=s as .uuaw iaru m wo:Pti. aaw a.z LC 0.t •( y���y�, arse att�'^3�atF asni[raec Atru FSs awl Ps+ aano-ar.� N.T.S. RI RIM BUMNG CODE tion High,Velocity Nurrirona Ion. A7�F�Ffjr� 7'!, 2015 OSMRN LEIAt.5WPt;Y,!NG. TMd _........_..... 4� ......na....o. _ ty ... _ --•-�= ►Lv eLApe#1 ai/f)R w,/o I+.v N1NDQtY BtACE._.__... . TlUli TESTING do ENGINEERING COMPANY Amerlean Shutter Systerns �, `aavawa6K ri aR,.x u piTE OF PION- ,' �� elan xK scm,u»sa,aoa.VAGMA cvsxw namru aY, AssoaWfon, Inc. s olD t t-1S2 s/1a 15 DAIL a tabs PMno:f305)57r-tSIO.Fce:f309}97r..tS7f 4268 Wer;krcods Drive a a,mna WtexAad.uo n oRAt41NG Na West Palm Beach. !t, 3330; a _ f 0 )ICEC7 a MALTA&rutrr V.P2 A 15-085 ��,. N ,, P.E, v` 61Ot17a��tIRfJDATE �rN 4n ur B 1<[67 s _. SHEL7 a AND CENTERMAIM A1 • 1.wApum am9mmunma w LOCK ' or Oar 00, t./A240wrmstiunm wm FOR my SPAN / OR 12'ASM OR Sm 70 (mj ilON5 AT MY — El"ATION.W LOCK or MAY USED'A5 AN INSIDE OR Ourzm LOCK,ATTACNFD TO OR I I I off I fial I I I In 2 gglgM IF Dias ,FOR BETTER PERFORWNCE On FOR=Mly PUIWO51-1,UP TO T*O W.. LOG qq OR q9 MAY BE U AS AN INSIDE On OUTSIM LOCK. WNNECMN OF LOCKS TO COTMATES NOTE INtO (1)ASOVt -INDICATED SHALL 13E AS DNIV WHEN ktW=MMM ILALMM WWM=MW AlP S 0 ARE NOT REQUM AT URMCANE OSBQT MAY 0 M F$III ITTElt PERFORMANCE, LO"G RODS a OR AN 'MMrWADEVICE MAY ALSO BE USED AT STACKMa POSITION (NON HURRICANE PO!ITION). 4. FIV -3- Is AT CORNED CUMMALIES FOR ANY SPAN DMI511MICAMWATI..rl L 511�USED USED AS AN OUVDE OR MOE#=K, AW414ED TO Irl C=CINTERMAT�E ., 1/2'LONG FIAT HEAD ss.uS,Too LOOKING ROD$ BOT OM BE W. g 1%�1&0 AT TOP& LOCK SHALL BE AS INDICATED ONTYPICAL SRUTM ELEVATION, MA)QMUM SRUTIFA SPAN SWIL BE DETERMINED AS PER SCHEDULES SHOM ON 94M IZ by lei )%A MGM NANA-4- .C!Jgf ONE AN W. BE U;�,"UIEU OF by LOCK q?of a_q fm my SM AND CTIC.AMWATIUI,�I�fl Z Ill ME USED AS AN NStM 00 OUTSIDE LOCK,ATTACHMENT pF I/4-#-2()x3/*-".T]HUMSCREW TO J)OR CIDITER94TIES SNALL TIE MADE 11�.114 Rwn As sKowN ON Swim NYE, war B.ONE LOCK SIIALL OE USED AT 1/2 '1 L(rXS At 1/3 OF SHUTTER SPAN. a.Mmma MNOMM 12 MR awm MO ONE fly LOOK 0 or(D or 0.4 SHALL BE tRTER SPAN�TWO USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ASM OR Mj=1/2 OF SHUTTER SPAN FOR SPANS UP I tl 1 1, lip 1! 1m. To W.AND FOR INSTALLATIONS Al AW ELEVATION, W LOOK or 0 MAY BE USED AS AN INSIDE OR I I t q I yfl, OUTSIDE LOCK.ATTR KV ID @ or Cfi SYMMETR=.CMERMATES Wj(2)1/4*-20 x 1/2'LONG IFIAT HEAD S.S. W..END CONNECTION M.S.LOCATKIN OV LACK%tAtL BE ASS WDICAIEP ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING ROD$0 W/ -- KIM.$ON lv OR SHEETS 10 141 ryp,FOIL HEIGHT, *tlm ON Hy OF'CORNER CENTE10AArE 0�w E my Ir LOCK MAY-6E lusmu-.0 IN IjEv OF mv LOCKS OR FOR ANY SPAN AND 1 $TAULATTO AT ANY VENATION.ALT LOCK y BE USED AS AN INSID OU -LOCK ATTAMIMOU F LOCK INCUDES USING REINFORCING Iwo'".AS SHOM ON SECTFON*M,S E.We"MUST BE A),,& 4 CONNECIV6 TO CENTERMAIES ANDI,0�' W/ 1/14-4!Y-1) 11(2'LONG SZ.THRMED DOLT W/7/8*0 x 3/32* WW4-04UT OR W1 "O-20x1'S,&M- I A MAY BE ImSTALLM AT MOSPAN OR ir WAXWW ASM BELOW kaWSPAR.US OF MO MOM IS MIANDATORY. -o . 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P.E.r CALF 4i 'Tt1 E/DAIE note*l;a f 44167 5SHE T'Of 20 r� POURED CM7CRETF.DR .. j,,.....,.r.,• --L'-- PWIiCD CONCRETE POURED CONMETE f'OURkA CONCfYY.Tr -A r�.. -- REQUIREDCONCREVE BLOCK WALL / OR CONCRETE _ .... .. ..» OR S)O WALL. /� J_ r ,/ 8-M WALL RF.OV d:D \ '...._ OR WALI..FREOOk1ED ._.✓ T`•�OIOCK WALL REW9tED / f FIGSIWO CLASS �.».~.� E7aSTWC MASS �_. J CONCRF,7E ANCNUN.... ....,._ "� .. _-�..._.. ».... EXISTING CLASS FX1S11NC BASS -7 --Y klak•1...••"'0 146r,01 M Q'M(SFE `"• • { ra Ra io nAss tsE Mani:" srre3tuF nN nser Saf JR A a'7EET t/1-16,1 WVC____....,,.. ON 9fET'lag ! FOR"Ic 1DAW T� 11 rTR E1.AGiC®AN) (0093—Ir)Com - EVO-'Smd� M - to ��t�tiTAna d8 (LOCATE AT _-._, CN"AM IG FOR ALUM. CLOSER (.. T 1 [AAOFS QI6(F) I» B!!Q`p EITIiFyR SLOE GW15md MATE.(LOGE 1MWJ-� { N.. 1/2 1 (AS APPUCMLE)„2'Xf/05!0 2• r _� ^;...,. _...._.. �1 Uxf/2'5.4.5.,, •" O 1R°O.G. .,_•,,,..-. AUJLONUAI CiIP ANGLE 5 63 t0.O.G. K ,�"• / (000--10 ALLOY). A7 fd�DNE1CfiFirj^ .�......__»..._._ ...........1 ..- -- (2)t/1"P TAPCtNiS AK*MS TO ! »_.N ._ SEE DEUR.A TOQ, WALL AT 511-:0.0 (LOCATE.AT at( r• / SIDE CONNECIYDN OR Q (D) OR ARIL X O W e�R @ TO TRACKS a .7 a 8 SCE OFTri.4.N q. .� ._. �/{^�pj'er��Ay� ,f.��•�,,�� .._ ,®,f��� �t� � r �•• -0 0-0 .0- r�0 T 1 •t i0 TfTAC1C5 /F ,•�.i•,�"t�!;.t/�'ld:•J�°'tJ`tLY•®� vy- ••(,7"' TO MORSto 1 a Y.7''T.9'01�''t.9"�^l•iJ°1 �•'t9'""L.Yr��:/•�a ON DETAILCl) END CONNECTION DETAILZQ END CONNECTION 0A Q _w CONNECTION DETAIL 4 ---- POURED CONCRtTE OR COMITETE BLOCK WALL DDSTiNG d *R€OI-ONLY FOR SPANS GREIIER Ent 12'-0• pOSTINO GLASS / ..R64UrtU;UGLASS � �- ... �.. ._._......._ �- / µ,. ?I rO AE(N151(ET TOGAS SEF !1 FOR MADE QNID CONCRETE ... I/?'MOI. SC7iTH ON 9FFT r ....•'..._-_'...._......... ON SIM 19 ANCHOR O-- �-+. 11 FUR RAAf AfA7 � ;.;.i..w__ .,..._ t"—__ •• _ 1 OR 3 OR I ___..__.._........_._...................._...� tlACL9®& 12'O.0 _.. HIArLYmh 0 t i,�. - t10Nl:t•:C1F. 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CAM. nA ORAWH iM"M;» z r TItL.1T TESTING @ ENGINEERING COMPANY STATE Of = M5 IM SEN.5t.,SW MKt.`RQMGARDf^Rar¢t V(8 ASboetattOn, Inc. OlD 11-•,02 t(t1/Is we a ,s ,s 1'9a�^:... -�pC--- `-�- Trw-:(US)S7t 1570.rr„r:(305)B71-6517 4268 Westfoodu Drive DRAWING No OF4 a-tnA:w1a aed.cvR West Palm ©each. FL :1.•5407 1 ; `CSS•.......-NU`-V'� ES-GM5716 15-085_ �� qtINAI WN:fEA A TIUJF dr,PE. 5 SNFET A�IUVE/OAT(: nAFW^uo.0 +4t67 41 10 or 20 MEDWS-11 SWEDUL& JZ mffm&L'a MAXIMUM SHUTTER SPAN* -L+'OR *—L ' VA)VIAWA SHUTTER SPAN* -L+- gXIMUM SHUMP S('A (ft.). FOR 1145WAvONS W/ =MEWA 7MCRE& Q21 or(3P or OR %­ (ft.) FOR -L--(ft) INSTAIIATIONS INSrALWIONS W1 I& CONCRETE & (1)Li!MAXIMUM AU.MMLr SPAN FOR A 0AN W1 ONE H,V, LOCK 0 or A W/ONE'HV LOCKS PO AS.%DESW PRESIVIE RATNO. ONE H LOCK or ';r OR W1 NO LOWING HD LOCK (CA�W/NO LOCKING RODS NV LO of L-:MAX.AIWVOSLC SPAN r*R A OMEN NEGATIVE CFNTERMATF:S dr r� WALL X a. 0' 0. F_ 141 m 0' P. 0. ASD.DESIGN PRESSURE PAT=. W ONE w W/NO WCK G A S MOUNTING F. K & L R. % & V. SOTTOM (SEE to FOR 0woumm .m 0�VrET 7) FLOOR/CEING G� H,1.11,1 T, U, W Ar x WALL MOUMNOS(1001BOTTOW)OR FLOCR/CEINC: cowckm�X;= iEYE MOUwwjG` MrAl IA'110145-8 — CONC .... GIVEN A R67M&SLO.DMIGN PRESSURE RATING. ARA.ve" AA&W tWAUAIIOW wmawDMMW&MIUUM WAN I-V'MOM SOtCOULr, ipAj now/cmw W-4 GrYM A NMAME A.S.O.DESIGN PRESSURE RAIM, vnvhmc 7 0 uA*ww siwnm spAu -w OR-L-'foR FINAL Wffl OM ALLOWABLE SPAN 19 EQUAL TO DiF 30 OR LES' t t8Voo ir_6. IV-0 30 ifV-01 INSTAtI.AllOn WO WOOD SIKI HE UNOTED TO MI 105 p9L A.".M"PRESSURE WHO, U&M.DmW SPAN BETWEEN'L+*AND --33 t9`-r` w—1 40 1.11-10, 13'-IU' 4p 14'-2' -7T-F_ (3)PROMDURE VD DEWMAINI:MMMW SPAN FOR COMONAVOUS IN MIKEN WALL MOWnKS is-v t IN COWER CENUMMATE#3 MAY 9C USED AT AII. W1 FtOQR/CnLINO NOkJNTIW,: 50 127-5" 1271F MOUNTING INSTALLATIONS.WNW.SPEOFICATIONS 55 21,10. 11 55 SHALL OF AS INDICAIED ON MAWNTOInr C090MON#1 so MR A MW POSIM A3.0, DESIGN PRF.-.URE 6D 11'-4- 17--l" IZ-4' GO _W-4* W-4" 60 —1w I NOTE 0.SHIN'3. rtATiNCw 65 OcTuatit: '7,i;:W- —17r Mr-F, .......... 10'-I* Ij—MAX. SPAN FOR VftL WAJNTIHO RMALLATIOWS. 70 124-MNG SPAN FOR nVOR/CMW MOUNTING 75 ttEXOPPr WAf MAOM SHUTIM SPAN-L-k'OR NWLLAWNS, ,oto-H" 60 y'-"t0' AW WAMW AS-0.OMNO VRMV&J?ATIM f4DR 10--s- FOR A CPM4 NEGATA&ASX.OMGN PftSWRF ........................ ...._._...»__.............._........ 06I&LAI]OWS MID W"Elf.OR CaZAETC FXOCK RAJING, V-y' 9.-,. SIVU.(M HISIED A$MICn, DEtEPUIRE; 1.1—MAX- WAN FOR WtL MOUNTING INVAILATMNS. 95 9'_O V-1XNNE4DTfQN,TO KEYSTONE MOUNTINC. LIM17CO TO +64,-72 P.9,f. AND SPAN. SCE 1.2--MAX. SPAN FOR FIW4/CC1LtH(,'M01MINC, MOURTING(OON SHEET-7. WSTAUATIONS. 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