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HomeMy WebLinkAboutPRODUCT APPROVAL11/52015 Florida Building Code Online 1. BuMness &,Professionalt r r Ro da Departmentd BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stabs B Facts Publications I FBC Staff I BUS Site Map ( Links Search Pro ine& Pro I 1 5 USER: Product Approval cUser ppproval Regulation SCANNED Pmtled Approval Menu > Product or Application Search > Application List St. Lucie County 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 Search Results - Applications FL* Type Manufacturer I Validated By Status FL389-RB Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion �yy.Dveu uy Dorn. ayyryvan oy Deco s a" ce n:vlewep ana rannep Dy the F L ann/or the commission It necessary. Contact Us :: 1 40 North Mornog, Street, Tallahassee FL 32399Phone: 850.487-1826 The State of Florida Is an AA/EE0 employer. ranvtlnht 7007-2013 State of Florida.:: Privacv Statement :: Acr°=eIbllity Statement :: Refuntl Statement Under Florida law, email addresses are public 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), nonce Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls 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 b , made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick Ilg . Product Approval Accepts: ® Mrffi im CreditSAFE https)/Ooridabuildrg.org/pr/pr app Ist.aspx 1/1 1. BERDN NV. f MIS ON sNURER SYSRM MENN ON Ws PRWUCr pAINTwI DwUYp�R ty.ED.) NA5 eEIIi VEMRRFD MR CCAIPIWNCE w A00pPa0lCE NI N WE M14 (5(M1 IDOION) Or TIE Rtl80A BVYDDA' CODE TG AWDRIWN Sa mlll 5TEM s NOT DE ONtlA m HIGH Hi0Gr1Y NURPoCNY ZONE EONN W INDs SLEW. W VEIFRYNED AS PEA SECI10r1 IBm CP MEABO.E YFNIDNm CODE fiN ABASIC NIND 9PEE0 REQLARED VY TIE SURSDO1gN INHERE sNIRFR N81 BE OSTMLFD NDN A OWFCIpNWD' FACTgt.. r4N85, USND AYE 7-10 AND SHUE NOT EXCEED TIE NM%AAI N&D) DL4GRfSm51RE INNIS NRVoED. ON SHEETS it TKRU 14 to & M. N ONEM M VEtaEY WE ADDS C0ND(MN, LLTBWE DESIGN NTD LOADS DEIODINED POT AYE 7-10 52VLL DE YIRSR REDWED M AS.D. CFSCNI MO LOADS BY MU.TIPI.YNO THEM N as IN'MDERto COUP THEY W/ MUL W") emcm PR65URE RATMGs va Gmt ON SHE2T5 11 TMOt is. 19 & 2a N Msal TO VDaY TNT WYiMMN kCT Cs-I..Q ON TINS PFA AS TESTED. 141E Nar ,Wg I Nf55FD, A 3S x WCNFARE w NJANAME SIIaS9 FOR Mno tD4W WAS N$ USED N TIDY ANALY56. tINnKR, A 149m DURAWN FADtW OM1.OD WAS USED fON fICE 1mN W FASlF2Rfs M N000. BOTiN H.V. ALWiDON SIaAIOt SYSRM'^ AWMUCY EOY A'NO AW lAAOE YISSIIE IYPACF ION XM BEIN VOEIfxDN ACWRDANCE NI1H SEWON 1609.1.2 OF ME ABWE YENW WD COOE M PER All. PEPORIS: -MC MADE 0 f021401-03. 1071S01� fINC01-a6. /1214A1-05, /017A2-0a /W09A11-10 AND 1021MI-I1 M POI TM-201, 1A5-202 AND TAS-Ml Pd11OWls AND ASHY E-1856 AND E-1995 $f4ptifls (II®E IEVD. D. V%V SOWS t, 2 & 3) & /t=01-10 M M MAI. M& 2N ,RaW s UYC &ogg,E -Hv WNDWI 9AOE ® 1a 01-Os M PER MM E-1030 AND E-1991 (102UM LEVEL D, WTIO MNES 1. 2. 3) BASIC PR0NCWN MY AND 107M.01-se AS PRt TAS 202 PROTDCO,L z xv MINE OI AND 1rvaNWI MADE ® As ENW4a+ED To waaL M IRasoN MM EVN otxm umm ME cDNma IWRAINA9 Alm Wrmmols of LHSE DDNA1m W sxEEr 19 3. BERIIIA NV. AOWROION PPS (IN SCRF315). USED AT (AIDES NNlx2(IE AND F012 NIEIT YOIMI W WOLI�'I TO TRKYS s1WE BE 11412Ts' AYo /IA.LTs� Of3P61Nflr. a1a-NF Im01W SDDFs SfANUSs SELL Sff3WS MIIN 1A0 W YIOD STFe9m1N IND I8o W 1FHSRE Slld)LTN. POs 51WL BE W\THD N11N BFAl1N !FA OYRO51®D OxmIC S'SIFIi AS YANI4ALMpD 6Y APPRDIFD awmD ANNrAlIX6 RE4TSRAED WON AutRau4 SNUNEA SYSTFIs ASsOCNIiMN. PANS oust IGM TE IW ID.R1aNG tW TNIR lEID. 4. ALL ATINNW OfmU5mt6 SHNL DC AIWINUY ,tti;aW11M1 ALLaF AYD 1DIPOt AS PDIGTFD M4 SNR1s 2 AND 3. IWIDIW 1k1D SRAICM {DR 6061-TD AUDY 6 30A id AND 35.E bl fOR OOOYTJ AUDY. a ALL sUtCNs TO sE srAD0E59 s1m 304 aft 31a A191 suca, aR MRRORm! Rf56o9R cmrm CA1BW sma.. M M DIN 3C016 MIN 90 W uW YRTO EvWcW Alm o0 m. YUL TIMBRE s eNOM. AND 9 COUPLY W/ EIOT®A WtIWG CODE 50CfpN 2411.33.4. & EGLM M 6E AYY A 10T Cl2vAW2ED s16L CR ASI 3M OR 316 sERiES ShAf85 s1Ea NYN W bH IaIANY 11DD sR3NaM. T. SEE THE EpIA1NN0 S4EEIS CDR ATEINR SPWRGII&VS: NV NJDE 0 : 12.13,14,15 AND 20 W MADE 0 & Q NORMEY: N uWSaN: 12. 13 & IS '& THIS EERNA NV. AWOROAH SMRIEA SY91d BEARS A US PAOR /677936L MYPoNE ot; or Tog VP & ARE COVETED, N 1WUlE W N pM W US PATEM IT4MI76 m1[0 M p61E1U1 1ETA S1114U. NC 9. R SHUL BE ME R[SN9B110YQ WE CDNIPADIaR M VER9Y WE SOU NOS of WE sMUCURE N14FE SNMIER Is M NE ATACNED TD 015URE PIAXNR AHCHOPAI£ CCMRICIQE 10 STAJC ALL SHIMER COUPP&NT OILS NMMH RCVAN, THIN FASIDING IN LTNRNUps CONTACT WIM WE 6UIIDMO To PMVTwE Nw0/IWN W,WRM,. 10. FAFII UNR u PEN PEIOWIDN M& W A NselE RACE NAM NAldmm NwC WRNG pWIcN Of K1IRPoUPE WAINNGs NOYE ONNFR. IFNUA, NE QRRR, ,,,PROPERLY CIDg /11 IN ANO NO CDRO0NTC5 AND EA*JCE 011 IO K ALL NV AND 1D L It. VAMET 1 N nICONEFM IABFE SNYI. PE 1=7131 GN A REMEY Vl98tE IOGTIIIN Ar ACCORDION s1N1fIER N � HUM SECTION 171MU W MRDE BUODNG COOS ONE IA®. SIWL W FUCO MR EVERY OPONIF IABFISD 1D.COYPLY MM VIUMN 17IOA2 W WE TARAN 6NIDam OWE M BFRHN H.V. ACMRIMN sHURDi sysnv5 MSfA whf 51LW. W14LY VIM! !MECs MOIGIED N WlS DRAMNG PLUS ANT' wx" AND 20NAD REGUTATONs PNaWDED BY WE SUR60YWN YIIRRE P[RYH' is AIAAD le, 13. (a) 110 PEA. PREPARED V W?i 040REER IS GENERIC AND REFS ImT PRCJ6E NTDANl10N MA A STfE SFC61C MDhLD L. METE WE SRE CCNRots DEV. T IRN1 ME PEA. (0) WRIP.Y ro* to DE tnsvi6 c me THE sDLC11pN. PLR0V6C Mo 26 WN NGI1Wm UEE sARTY ar T9s RtDgXT. 045ED ow Ms P.M. MaNtote K/sNc REFS Nor umtm Moo WE C0110T1o16 DEEMED CH INS DOLIA@R. W16RmCWN sATEtt M WE s WE CONRVCINYs RESINWSA211TY. (e) TOG P.ED. NLL W CoN9mAW mmo V ATEAED IR ANY YONs e SRE SPEUi1C PROTECT" SIY1L BE PPFPAAD IN A RfIRAN REae1WA MCO1EDt O(I MCNRECr YANI N41 BECOIE ME ENaNmI OF RECORD (Eo Ix fOR n+E PRaEcr Arm wxo NnL S Ttlt M PpDPER USE Of ME PEA OIGP✓mt Di ISWIm. Al'IDHD IS A DOETA,iEO 01G06II1 IO ME PED. ENGNLTE 51VLE SUBWT TO TINS UEFA TIE 511E SPECdIo BWNNGs fOEi REVaIT. (e) ON.'NA P.Ea SITYL BEAR ME MIE ANo OMf;UL SEAL AI'D SAWNTURE Di ME PROfES510NLL OIGNFLI OF REWIm TNT PREPARED R. IL E C O I„IG. ll T TESTING & ENGINEERING COMPANY am u 5ee. W. sa 1530 . F- cVma 1-1. v ilm4: f3M'MI-IRO . Fm-: Ibfltnl-ISl1 TABLE OF CONTENTS GENEP& NOTES SHEET 1 STilnl C0I00NDN5 I-M 5#£t 2 S15fD1 COIMNE11I5 21�57 SIEEr 3 t1PIClL SHUnfll As5E11BLY 39-44 SHEET 4 TYPICX WDIDOW MADE &'NINDOY DETNL ARFA 9: Hy Ar)(1) AND HV WINDOW B Ar)(ja (WHERE APPLPem Fl T11IG1. SNUDER p AWM & NGIRO DN LOCNS 41EEE 5 WSTAI.AT)ON DET L A-F, WNCRETE/BLOCK SHEET 6 w3fAOA310N DETAILS G-y CMCREIVULDCK SNLEE 7 OENRTd x 0ETM3 NV SHEET 8 CFMFAYAE A.7E1aIAW G DEEMS 1TV SHEET 9 END CONNECIpN DEER 1-6. CONCROE/M.00N SEDE'r 10 MACUUY SPAN TAME SM[Ei 11 ANCHOR SCHM E- C0NCM7E & BIDCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOC( SHEET 13 ANCHOR SCHEDULE- WNCeM & BLOC( SH4M 14 ANCHOR SCHEDULE- WWID SF6.ET 16 INSTALATKM WARS N-R, WOOD SHEET is INSTA 710N DEEMS S-X WTI00 StaET 17 M CONNECTION DETALS 7-12 & X 100D SAW 1s IWICX SHUIIER OEVATION SHEET 19 AREA 4: NV WINDOW BLADE (Tl ONLY INSTLU DEEMS. PETAL =D WALLS SHEET M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA NENL SUPPLY. LVa A■S■S■N■ Amerfaan Shutter Systems Assaaiallone Inc. 4268 Wastroaas DHve West Palrn Beach. F7 33407 Accordion ShutterSyster ITV. (aA(s N1 WI CR W/0 RV. wN uN anBE NscmFaoN NN .. NL 1 OLD 11-192 4/1M/I m 4 13/15 T I I DRAWING No 15=085 3 UNDER US PATENS DNS OF USE OF BLADE ® ON SHEET 18 600-T6 AMOY AND TEMPER i ero• e• z me eiZ telr ae3• a6a• M L t696- 11 HV CEILING HEADER FLED fOft IISE W/ NV BLADE 1 ONLY. SEE SECTIONS FOR VAUD 6063-T6 ALLAY AND TEMPER � ��16m9� r1i ��' 1® SIDE ANGLES OLNLIPEO FOR USE W/ HV BIADEQ 606S-T6 ALLOY AND TEMPER 8 A.9 l�l� UNNERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE D 6005-T6 ALLOT AND HARPER W63-T6 ALLOY AND TEMPER ALUMINUM ANGLES OIIAI.IFlEO E%USE W/ HV BLADE CIJ ONLY. 60V-TG ALLOY 00 TD2PER 9�KV WALK —OVER TRACK QUALIFIED FOR U E W/ HV 6065-IB �B�E 1� $Fillsil e 3s 1© HD CEILING HEADER/SILL OUMFIED FOR USE W/ NV BI DE tO SEE SECTIONS FO VALIDITY. 6063-T6 ALLOY AND TEMPER COMPaeNT A G TI T2 © r 3' YAK Im 1/8- ir 3• Mat 4192' a192 ® 2.V r MAC MIN' 0.IW ® 2• V HAIL 0.139' 0.131• IL RCOEme. RIM TESTING et ENGINEERING COMPANY ,ua ae taw st .. 30L N a9%0G n n 0m7en-I330. r-: (3m)621-twI r %tft. d.eee, �llt mm A MR A•. PL RURR6 Uc / AJI6Y r.OR USE EI ALLOT ANO ad' .99A' eJ2 1 .e29 O HV TRENCH TRACK OUAURED FOR USE W/ HV BLADE (D ONLY. 6063-T6 ALLOY AND TEMPER % Y t r 2' 412T TI I Y I 3' ao90' CVCONRR UHSE STS W/ iN BADEQ 6063-T6 ALLOY AND tEMP[R A.S.S.A. Amsrtcan Shutter Systems Association, Inc. 4268 Weshoods D&II West Palm Beach, FL 33407 o HV RAINGUARD OUALIFim FOR U,6E W/ HV 606S-T6 YE IO Mm'" Hurricane vcnsnia nT/1N Accordion Shutter System KV. BLADE AI W/ CR W/O KV. WND W BADE AWING Ne 15-085 900-9 L c LOKC -U '400a0 WiDd Pam ON OHM N x a(;u0 a000A SOM 99ZY s( rl r :3aO 9Vclp z91-11 a'o : oul woII�IzaORI TO Ma xeeva0 vm xwaaaas3 OWOI■AS AOUNS ucaNaWV 3WB MOQIM AH O/M NO /M 1# 3WB AH ■ ■ ■ ■ ta;sXS iount[S uoipi000V S s '0NI 'Anddas WM NN315r1 91OL 0 _ t uoouAnN 1� uON) 3oo0 ommine vamol) tl@ A©30VI9 AN /M 3sn Nod 03ud o 'NOO'1 1106 NOON tt W9 S9 3SHBOn 3WMOWN ltil'JLI AO rMi.l NNtLIIA of !4'1 A311 lWInA� fMYB1tlYLL +NI .CLI' t 'uJ1 .6(80 b#WfK'1 m 90 maxnu wruawlt-� 00 .O OOO ns �� Em 'AlNO ((�30✓B A1N0©lane AN/M AN M 3Sn b03 03tdI1YfID 3Sn BOA 03amno 'M43 W 1Nt0 ASd8101 'ANHdOWJ ® nJV r +� rvr 31ac u mwxrorvn sr'ono f 19re 'uavlw 13b6 wa aami 3'.M13 4aTM n-rsx) mr:wnr rrre s>ng� *InNAIN—OZ— .1/2 Z %l arm3NN scone 0Nu3Nn wlra a9r m mavr or99 aa9ru •ao ,a 'AINO®Vp3aVI9 Yffonm %mo AN /M 3Sn NOT a3unvno AN / NO 03L (a9Y'a (au+u NouOl 91m0) vu maa.3 xs.u9 m.w xme roa pxa mvne sane , urns 9:rnw as r 1llxt r mrnM euwro-m Im-1L9(SOCI : msmli[MCasl � .O�u A rmou ONIUeNIO 3 30 ON M vv cwi ANrd110D ONI033NMAN3 7 ONLL531 1131LL AN /M 3sn k N3dn31 a AOIA 91-c909 ® �9 l 30V78 AH M 3Sn NOd 03l! UK Wy. aNV AOTV 91-1909 1 AN /M 3sn uoi muno 91-009 SOA a3W ►7 N3dn91 ONY Aa31V 91-TSM AINO©30M0 AN /M 3Sn NOd 03u Tno rrrur�ao 7 9 NItl f�r3—I �, I—,^a'.1 Nldnll aw 10T IL-csa9 ©3(NIO AN /M 3sn Nod 03umo DUMFZRff5M 91-r909 R L 3OV19 AH /M 3Sn BOA 03dnvno. tl A 1 3W AH /M 3sn BOA mW UMO UK ��� N3dn31 ONV AO'IT' 91-[909 A'INO 1 3M A /M 391 NQA 03L rivno 3JVnd d'J AJ31 .1. J IVR A" s .w SHUTTER ASSEMBLY SCHEDULE FOR HV HV 9 01 HV BLADE I ® HY BLADE IA ® HV LONG RECESSED NYLON BUSHING ® Hy SHORE RECESSED NYLON BUSWNG ® NY NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870.0/16- THICK NYLON WHEEL 0.188'm AISI 302 SERIES S.S. RIVETS ® W 1 3/4' ACCORDION ON W/ /8 HEAD Z ® HY 2 3/4' ACCORDION PM W/ 18 HEAD ® POLYCARBONATE IMPACT RESISTANT HY WINDOW EXTERIOR 4 4>7' e Z�DOR ® 4 or Graux.Crrs°il ! DOR KY I IF (1) HY PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® .�J,BI I ! OR D BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/'HV 1D OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT (A� HN ®oE>aYBca EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D MAWS KHIXs L, Non: (srE GU fop BLADE WHEN CORRESPONDING TO INSTALLATION -11% SHEET 7. pee.•-' YENI]) (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET UL40M MMIO¢E 2 EXTERIOR fl . E �l a �• _/ Pg. IL E C -0i w,G TILLIT TESTING Q ENGINEERING COMPANY cal :tt lW� SL sa ]m. tssev.4Ra611eR1 Ai rm,.: (x]):u1-tsro . ra : (x]7nt-tsls e-m.t laxoe0lmn ®-WOSIW l[a.lftl A Pt i1NtG IX lr. f 44 H1a) sw yass• 61ME a82S' - D6R3 .0625' -STASILRED GRADE OR SABIC PLASTIC LEXAN 103 RESIN 'F ON SHEET 19). POLYCARBONATE SOURCES FOR lY1W PWIO uwrsn2 BWOW eotmez s®Ar p d�® � � e ear aavK w.vm lav vno mw e.A.' moa e�/.' e� 1osaKsm ssmcW N1Y ola a,.00 .0 asa ..o MIN SIWIGYiN tOD eS1Y YM 1]]W pLL ISUO paL suaN mw .ln: ono aaoeo ..1 wAm ..1 Tea¢ gmfD am Nv eS 1e rt-W. n rt-eA, s s ooear Nn emN o2 K vu K m w+[ v eNeN .ssn oss am o-1 aea mr mw usK oron IIons ms ai®mp Nn ave sssvc smms:n Nlm AOV as nm W. meo a.1 lmDal fl® OQi[ R.eMmi Nd Cb M01 Ni M pLL A.S.S.A. American Shutter Systems Association. Inc. 4268 Weslroaes Drive. West Polm Beach, FL 33407 M E(Non High Velocity Hurricane ® 2015 EA91TM1 METAL SIPPLT. WC. B A I;FV Accordion Shutter Syst( HV. BLADE 01 W/ OR W)O HY. WINDOW aen rv. 1 . 1as rn. er; ell. t OlO 11-192 4/1313 0ae 4/I]/ DRAWING No OF CORNER CENIERMATE a®a©.OagQaTO.®a. TYPICAL 0 HV BLADE SHUTTER ELEVATION N.T.S. 1. Hilt✓aTmn' m�OR @nlydl N� ONE NV IDGIC ®a ®SHALL E USEp AT 1/2 OF SHVnERAND MR INSTf�1Vm fO MY OR I ELEVAM� LOCK �J aOW 2WY E USED AS AN INSIDE OR DUISE LOOF STIVETEET SPAN MR VMS UP M CK. ATTACHED MD Qj1 R CpaERYATES %D) 1/4-YW z 1/2- LONG FLAT HEW SS M.LOCATION.LOCATION OF LOCI( SH BEM WDIGTp) ON SHUTTER ARON. EEETREC 2.1 LOCICS OR WY IE USEE1 AS AN INSIDE OR OUTSIDE TOM. CONNECTION OF LOCKS TO pOIAIFS OR ® SHVE BE AS BIOIGim ON NOTE (I) ABOVE LOG ON OF TOMS e2 6 II�D W/IWD N V. IfIdES} LOCKING RODS ME NOT REQUIRED AT,t1UgIEC L POSITION, BUT WAY USED IF 0 IRE, TO ENW.NCE SHUTTER LOTX91G RODS Q.9 OR AN &IFERWTIYE OWE MAY ALSO BE USED AT STALING POSITION (NON HURRICME POSITION). 4. . ONE NVCI( ® ER LO®SHALE BE I15FD AT CORNCENTER SPAN AND DS1AUMMS AT ANT OR INSIDE LOCH, ATTACKED TO ® CORNER CENTERN E W/(2) % �-20 . 1/2' LONG MT HEAD S5. Y.S. TWO LOCKING RODS® AT TOP &BOTTOM S,AU. E USED. LOCATION OF LOCK SIWLL E AS INDICATED ON TYPICAL, SHUTTER EIEVMON. MAXIMUM SHUTTER SPAN S1WE BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. VAUD My FOR W 6. • ONE ALTERNATE W LOCK WY BE IN ULU OF Hv LOCI( or FOR ANY SPANAND URSf LIONS. AT ANY ELEVATION. N W1E LOCK WY E USED AN AN SIDE OR OV@DE LOCK ATTACHMENT OF 1/4'0-2W/4' S-& THVYOSCREW 1D ®OR CEOFfAUTES SHALL BE MAX W/ 1/4',I-20f3/4' NULL RNNUT AS SHORN ON SECTION Hv& SHEET B. ONE LOCK SMALL E USED AT 1/2 OF SHIN1Et SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. g, ONEHAFf ®aWa®SWM.E To AT 1/2 OF SHUTTER EPNI T ANY SDAN . N ECK OR RETAIN I/2 CF BEU E D AS A f INSIDE N BENS UP ro W. AND FORAT ACHEDINglNUADONS0 AT Ne' EEVAl1HC HV lOC1t ® a ®a 1/ YAW DE 1� AS AN FLAT HE OR OIn510E TMI ATTACHED ro BE ®SYYYEICN. EPICAL. AIDES W/ (M) TIML S a F' L LONG MT HEAD / OR I MP N OF LOCK IN SIS C E ET OiD MOM ON TYPICAL. SIMmR EIEYARON. USE OF LObaHC RODS ®W/ DR 0 TOP AND 00Tf0M 6 COMPLETELY MANDATORY. *NOTES ON HV rTr LOCKS AND CENTERMATES: 1. QQgB__ ONE N1EAW,lE HY T IDd( WY E I ALIFD IN IIEV Oi HV IDbS OR FOR ANY SPAN AHD Q ADAMjNJ AY ANY EEVAIKM. AL iE LOCH !.AVW BE USED AS AN INSIDE OR E LOCK ATTACHMENT OF LOCK Q� INCLUDE USING PIONfO NO 1fl 5 , AS STORE ON SECTION M0, SNEET S. WINCH MUST E CONNEM ro CE TERNATES @ AND @ W/ 1/4'I-20 a 11/2' LONG S.S. THREADED DOLE W/ 7/80e . 3/32' WIMMUT OR W 1/4'9-2NI- S.S.Y.S. INTO A 1/4'9A 5/8- RIVNUf. LOCK WY DE MI m STAIAT MMSPAN OR 12' MKIN4 AND BELOW MIOSPM. USE OF TWO LOCKING RODS ® TOP AND BOTTOM S IMNDATORY. eN0TE5 ON HD LOCKS_AL CENTERMATES: IN lKI 6 ET AND3T+6T(1 ONE ALTERNATE NO )Q( IOW M YB D I � OF AS AN Ds9N: OR OUTSMTab(. ANADMEM OF F0 IOCK TO6 r/ 3 /B . J/B' EH SS.YS. KIND INCLUDESRE01iDaR3lWf MSFRf AS SAWN MI SECIINS IIDB- AND SIDET 10, LOOK WY E INSTALLED AT MiOSPAN M tY MNDYUY BpDr OR ABOVE MISRM. USE OF UMMQ Islas® IS COIPIEIRY GPn Ni- I!f`i* TILLR TESTING & ENGINEERING COMPANY O�F _�'4��� Aw u. Aeu. u sn vA vaou MI®t0. 0Lr/.9 Pliaw : (]aJ�ll-1?ta . Fm: (]aSmll-ISII wm M HaTrY Me. / "ley A.S.S.A. Amarlean Shutter SyBtems es Aoelatlon, ITC. 4258 Westroaas Drive West Palm Beach. FL 37407 0 2015 EASTERN METAL SHPPEY. W. 13ENTHA HVEN, Accordion Shutter Syst( KV. RADE #1 W/ CR W/b KV. WINDOW BIM N, PfSMAIIM I MR . ee ME 1 OLD 11-192 4/I315 MID 4/13/ ' DRAWING No E. E. Pavan (� �EaRE ax 018 10R (� tAYRRY®� sm n A"�d- 11 ©HV WALL HEADER INSTALLATION OA HY WALL HEADER INSTALATION —01 ® Hy WALL HEADER INS'rALLeT10N + KEYSTONE uw. smuemox to awa I —(s¢ soonwE or+ sxEif 10 OR L Ica stnuu,pN 1a a.ist ; I n�iss� i 01901191¢ {y � , c�E �amlaE aN SNa, 1u i � ! ! ! �^ OPTION& ! 1(a Wt - - - ©IR 0. - EO �- 3av� / 1• ROLPS 1NU55 NFOa 1/4112E SCREWS WNmEIE MICHQ6 1/5•P-2AJ/a` SS RRLPS NEW YYl9 M5 NKNORS 1' 12- 1(5'-30 111n9 O 13 0.C. FO�IM CONCRETE SNEET IJUH) YlE Q1 0 12- W/ 1/1'-1(1 MIIS O 1x' O.F W/ 1 (SEE SCXIDUIE OII Max 13) YO. 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SF��iC� ;RE/DATE s a SH6� OF 20 POUREO ,J, ON (SGNCRE}E NCll -\ f2 SOaD111L ON 91FLf (D - �1q •yiWl e' p r.�wac 0. a 1 / I n [IA9 O¢ -� ,IRQ1�.R0 �L III iWli 1 0 ®� J / L0. nFallmm LMT NEW fID WNCONCRIECONCRETE MYCNOf6 atssW.0 REOUOCO D. a OxE S<XEWIE ON SNEET 1♦) O HV WALK —OVER INSTALLATION (FB HV FLOOR INSTALLATION t © HV CEILING INSTALLATION ovm w o Rear ' 1 O Ca ICImR�' [E sclfl I O SHEF( 15) VTro m a>ro ,0,0 i EWaTNO�i 1 II Na T a MT MF/D WNQICTC NIaIDRS E (SFE SCHfDIIfE M SNEET 14) 1 .TRENCH INSTALL AT10N 0 MY MR UP TO ♦70. -75 PSF AS.a. SIGN PRESSURE RATINO B: FOR SPANS PER scNEw1E p. s1EET 11 1© o.• I /4Z lw a +/r wy, I 8 , r mu. sov rt paaJ/a• xlx xnn 1 ��•a o 1:� -:. •• "' ra umns o 9' B.c OR I ; _ _ 6 •0 ' ANCHORS e Pmp• sns 0 9• a a __ ,H• Nv.. . •• " • `' .� •': ] I/•'«xN IBns � u2Oo W o _ 1 (sEE t SHFET 1♦ 7 al l6 C NON �•• 2.00• IBN. ••: e�yL 1MPp1 NLWRaM1E 1/j. 1• li"•O 4, IAAS r EDGE OF /1♦rJ/r F.H. BD.S YM.:• .:: w:rsB wean t! 1 7 B' 17/B�' CONCBEM ANCHORS M N 1] U 91 O.C. ..+.... a�� •. _ - ��m. ••;••.";••` POURCU CONCPEIE (SFE SCHEglIE q1 OR CONCRETE F80CJt SHEET 14) ON 1 WRED CDNIRER R COnCREIE BLOCK ON•NOX SMET 1'(0) •: •.::.•' c OPIIONOL PdaaD RED QK HV WALL FLOOR INSTALLATION usa ©H LL WALK-OYERwoun., KEYSTONE MOUNTING INSTALLATION wvw ws0. OCtiM .M-n pe Rm� s91, rb_ REamm QJ HV RAINGUARD INSTALLATION t MR co mwTmN Or caooi& t IONS 96PW]CN SNNE BE IONIC RM ;� •[150NIO O Tp ♦'tpj OP QR ♦ �WI�AICWSB USE FOR (� °�°" "' ENto INSTALLATION DETAILS W/ T HV BLADE n NrcNY vAro'n''iur�iwrCJt1wsrwntCp1aN.°aD FLUDA CME Hon High Velocity Hurricane Zone 0 Ai TIZZ/IN" a "15 EAm*I MA. sn'RY, INC. `.•�r`R BERTHA Hvw IL E C O l■�. ASSA ■ ne otwi°Rn Shutter System . . ■ Hv.Ae WIDE •* * �/� AmBICOD ShAtAr SysMms NE livIm/13TATEOF ^/� TIWT TESTINA ENGINEERING COMPANY 4'•, 333 AssoclaII0r, Inc. I CID 11-192 4/1] 15 CNO 4/15 a ' . PNNu : (Jm'n-iit4 . fa I (]B3)071-ISIt 4268 Westroads Drive a DRAWING NO ., �V\"o• ®umooea� Wesl Palm Beach, FL 33407 B 15-085 p7jgS/ONAIFoo° t I. a P.E. SE'i{L/SIGAAiURE/DATE un..`i 5)1EEf OF e 7 20 END WALL WNNE sa xmes w uKaa aaos0. xu ro w® oUT e IN r�o�axa als INSTALLATIONS W/O HVas j/ 9 bC SACK aSK NN 9 VNY 9P NL BLADE HV CENTERMATES xxHBoo ' w®09 W OR 24 SEE END WALL CONNECTION 0 • �m©' �^®'®w Ena11NG aASi -M.n.;---------------------- a.R-A. ------ --- ------ --- � -i nook• s.u.s, o it O.C. ML IEHHaa. IN z �. �—`® 61.i .®mt©. ®mO8 .®ml,As----RICA — — IN — L/'�"'C°'�' 7'�41 uw.Atutt�a+ --- 8!®m�9•®m�.®�'\E 1 CE ERMLAI ®'®°"®•®"'®'!©�tl1 To scH�EaiU 5 um.stP�uunox m®�® ®,s cc * 6 urtw m) ro aAss m®• ONEsxNEE I) IN � IIrn") - — - — - — - - - ------ —'-------- OUT a�Eo L----- 1 1 Axis a.e 3 x OUT a vz• wiz. sACN OUT HVE HVF** HVD FLONDA BU01NG CODE(Non High Velocity Hurricane Zone `vd�" P+P. TI((j' o zois rAsma+ uErel. swan, No. BEWHA HVTM IL E C O ENa. 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Xtl® IM] d 96I i 1.M6LL Pdd3 bMK®OaK VIDifC 9 LL 6110w6.TIt1W n11 OIRQ i CODE(Non Nigh Velocity Hurricane la ® 2015 neiERN METH. SI,+F9.Y• ING BERTHA HV,M Accordion Shutter Syster KV. M" 91 W/ CR W/0 NV. WINDOW MADE m.. asaerno. ILLrt ox+m er W. t Ole 11-102 • ll IS p - ♦ 13/15 • DRAWING No 15-085 CRETE OR Caga.TEPOURED WBx1DCNK All fN1URE0 CONCRETE POURED CONCRETE OR CONCRETE OR RILL FEVU9EO CONCRETE OR=cRaE OR MOCK WALL REaO¢D P[OUWED MOCK NNL REawEo EIOSaNC GVSS EXISBNG CRA95 YIN E_ 4L_S OlX[ 16, 0 aO71pp aAA 4. . _ 2' MIN 10L mRalCH TO aA4 (SkE Oa! aV 3fET TO 52 m 3n (sE EO W �m�aE5S011(4E 1/16'r3" MAK. ON afT1 11 FOR ® tit m�R aMEQIMa II fiA AND (fi067E. (EOrwIE tll 9✓Eff PER MULLILMCIOSOSFR _ IR 1 \ BIId6®ti Q� 1/2- ONSfITISM T—� 9/USmR® EITHER SaE I 9/aS e® AT eacxTE 40E P \ or(D) I/2' Nva . Or(D) I i 11.'E 1' OR 2 YAK /IMIn• SA15. A(ASI7r1tl1W CIID 1/6'•0'-2' I _�___ _ /IO.In S.Y 0 16. O.C. O I6' tlC \ (6063-T6 Al"A YOMIXNr \ O (1) pat/2• S.Y.S. I0(D6 - q (2)1/4•0 vv W C = m 5 WALL AT 1. O.C. lE ATSEE At I OR ®• an✓01 SaE OGQ) q('�{�� , OR �ry OR & COED CONNECTION OR tl7' TRACKS 510E NECIION To TRACKS �•©,lp�.w6 •®- SSIOE°E1 N[anoN �•®•©•®•©•®• ® •o.ilDA. �•®-�•�.©•Q�• - 6 9 • a 1 .®. m - a 7-8 .®• TRA0f9 e0•®-® ®-Q� ®-Q%® Oe ®®®-®'® END CONNECTION DETAIL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 1Q END CONNECTION DE a Mauna orrtv roR spas caEKTmYN IIIr-a- COANAETE ORt q q EarmG Cv CONCRETE Max lk REOUPOUR ` IEaaMo s.0 Ira sewwlal p ale m aAs (s¢ a t6• .a Iaa D .Yi—__ _ 11 r�w¢(DNa Cox 1/Y ON. �a�w w ON SM I9 rtlt ANCHOR O CONCRETE 9/lfSma Q� 12, O.C. 11 Tm wDE 0) w FOR q rj �IE6®k® INCxOR 0 I6' 1 2 ARtI. I I q O.G 11 _—_ __ G m SOOR(DW 2'.YRI 2' MN. 5 ♦SEE aONs OT IRE iaR BUOE �ON SltllT 19 ©at®OR�OR@OR@ VIEW ISJ. I OR & PLAN OR DETAIL .�. 6 l .9 o-o ate•®-� /�� (g -G•v�p•� �.®- cP011oI1r�a,E Mnar N u END LATION REOUIRW ®'®-®'®'©'®' ©•O•©-©•O•®- C1iHV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 e END CONNECTION DETAIL © .®.® FLORIUA BU0.DING CODE Han High Velocity Hurricane Zone A. iIC(�"ia� a "is EADTERN Nvu su9rcv. INC. BERT A HV Y �`KK�.�`•'p ' T IL E C O rna. w c c w VIA � Accordion Shutter System N.v. BADE w/ a wy 11,v. wfmv Ii9ILE e ¢ :*= American Shutter Systems p, uxRnwN wN Rwm BA Rl. v STATE OF:' a: Z NLtJE 7Es11Ne k ENGINEERING CGYPANY AsewitlfiOrl, Inc. t MD f 1-T92 1/17 I3 9NC N q/13 9R'••• sxi� Kc .wn. A N., m www cNma nvmt mT 4268. Westroads Drive i DRAWING No Ofl� et `� �ss%CHAT E�os`o� •-�..+: 6n vood.wn WRECKA. West Palm Beach. rL 33407 � 5�085 a P.E. S6t'' tl1AIURE/OATE �l HIM a SHEET . 10 OF 20 MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' ( C FOR INSTALLATIONS @ U$ , & or (i� or W/ ONE H.V. LOCK 0 or 0 or or HD LOCK ® W/'NOLOCKING RODS or CENTERMATES ® & ® W/ ONE WN 'T' LOCK ® W/IWO LOCKING ROOST® TOP & BOTTOM SEE NOTES YNfanl Ao3aN ( a ] OONenan:& WOOD mv6 raw YWL NPJINII9NC ROm/COtPIG- Y WG I. l- Lt t-04 OR LEV. 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CY M� 1. a�) UONLWLTE &WOOD pHL NOUNIpG R TLOMI/mroa Mwm+O U I- 30 35 Ir-10' le-10" 40 U'-10• IY-Ia' 45 IS-1- 13'-r 50 12'-r 11'-5' W I1'-4' IV-4' 70 1 tr-e Ir-r TS Ir-1' 10'-V so 4'-10' r-Ir 65 90. e'-3' I 95 - 9'-W 8'-r IM e•-9• 8'-4' 105 r-r Y-il' 110 9'-4• 7'-7' 115 9'-2` Y-3' 120 8'-a- 6'-11" In r-IO• 6'-9' Im r-e' V-3' 135 140 145 7-Y r-9' 160 r-2' r-7' 155 Y-0' 5'-5• IGO V-11' S-27 165 V-10' S'-P 170. 175 ra• ISO e•-6• P-8 165 6'-5- 190. 105 r-3• 2M r-2' 4'-Y 205 IMUM SHUTTER SPMN* -L+- R INSTALLATIONS W t(Wn) ONE HV LOCKS / NO LOCKING (vALm rap Mounnn00 SH117 7) uaPanr wm0) CatGREIE VStNLM1pN5 RMP/O]IINa YOYXIIM. aR L♦01 L- A0 16-0' tr-0• M Ir-2' IV-10- 0 1+'-2' 15'-2- 45 1]'-4' 14'-Y 5O 13'-0' 13,-1' 55 1V-I' 11'-11' 60 W-2' NV-il' 65 9'-r IW-1' 70 1-9' 9-4 75 r-9' INSICAILATION 11MO CONCRETE & WOOD MANSORY WALL A B, C. 0, E, M, N. 0, P. 0. MOUNTING F. K & L R. S. & V. FLOOR/CUUNG C, H. I. 11. 4 T, U, W & X MOUNTING & M O WAIONUM 5191nm SPAY 'L+- CR 1- FOR UrSMLATIONS M 10,000 S BE UNITED TO 105 pd.. AS.D. DESIGN PRESSURE RATING. t Nv CORNER CIENIENMATE j3 MY M USED AT ALL MGUNRNG INSTAMATONS. LOCKING SPECIFKARONS SHALL BE AS INOICITED OH MA OVORY CONDITION 12 NOTE 05. SNELT 5. tt DKEYT THAT MWXM M SWTIER SPIN -L+- OR •L-' AND 1400" AS.D. OESNOPRSSURE RATING FOR INSTALLCIO S INTO CONCRETE OR CONCRETE 0U)CK SILNL BE TAILED AS FDLI.O I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO 464: 72 P.a.f. Me 6'-0' SPAN, SEE MOUNTING ©ON SHEET 7, SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" J) HV BLADE IL ECaETHO. TIWT TESTING & ENGINEERING COMPANY - - esss Aa al.. FL a,. NN1. vruw OYeVq rums u. (. F.M(xic)6TI-I53I U,*EO�,..��* )RIOP,.`� �a.`� et-11530 WMIDI® 0TI1Jr. PE . v.:i..GNw�.S� n..�n INF:OA Nc / 44167 A.S.S.A. American Shutter Systems Aeeoctation, Inc. 4268 Westmods Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSRNE A .D. DESIGN PRESSURE RATING. L-: Met A1CINNIIE SPM MR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RIVING. (2) PROCEDLQtE TO DEnRWAWE M IAJM SPAN FOR WAIL UouNTNGS (TOP/wmcu) OR FLOat/Muw GIVEN A POSITIVE AS.D. DESIGN PRESSURE PATNG. DELERMI6E WIMUM SPAN 'L+• MON SCHEDULE CIVEN A NEGATIVE ASD. DESIGN PRESSURE RATING, DETERMINE M`U MUM SPAN 1-' FROM SCHEDULE FROM. MAUMUM ALLOWABLE SPAN S EOUN. M ME SUNIMUR DETERMINED SPAN BETWEEN 'L+' MID 'L-'. (3) PROCEDURE TO DETERMINE MAIRMUM SPAN FOR COMBLWTEM IN BETWEEN WAIL MOUNTINGS W/ FLOOR/CEUNG MOUNTINGS; FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING DEfERYINL LI+. NMI. SPAN FON WILL MOUNTING INSTNLATIONG. L2+.. MK SPAN FOR MOCB/CEAINC NOUNIING 9151 U 110105. FOR A GIVEN NEGIVNE A5.11 DESIGN PRESSURE MING: DETERMINE: LI- M. SPAN FOR YOU. MOUNTING ISTAUAT10NS. I,- MAX. 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