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HomeMy WebLinkAboutPRODUCT APPROVAL11/5/2015 Florida Building Code Online Bush ss & ProfessMdnal Regulation 1 it11. p L. 1111"t C ►ice Submit Surcharge I Slats B Facts I PubOwtions I FBC Staff I BCIS Site Map Links °SearchI m t. Product Approval L USER: Public User uct � ,,, P Y srh Product Approval Menu > Prodor Application search > Application List Search Criteria SCANNED Refine Search BY Code Version 2014 FL# St. Lucie County 389 Application Type ALL Product 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 -A plications il# Tyue Manufacturer Validated By S alas FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Concert Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Flontla.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want youre-mail address released in response to a public -records request, do not send electmnic mall 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), Ronda Statutes, effective October 1, 2012, licensees licensed! under Chapter 455, F.S. must provide the Department with an email address If May 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 atltlress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: e0ia E sccurityNy.7mcs' httpsJtfloridabuilcing.org/pr/pr_.pppjstwpc 1/1 11 DONNA N.V. ACCORDION SHUTTER STTd.5110WN ON THIS PRODUCE EYALNAl10H NGIM .EO.) HAS BEEN WNTRED FOR CONPIINSE IN A=Q)MCE WON WE 2014 BAIL EDMON) OF THE RLDROA DOWNS CODE THIS ACCORDION SHUTTER SYSTEM SHALL. NOT BE LYSFNIED AT HIGH HURRCANE 20NM BOSON WIND LOADS SHALL EE DERRYi}W AS PER SETWIN H 20 OF THE ABOVE. MSRCNW CODE, FORA BAND WIND SKEET REORRW BY THE JUASOIC'SON WHEAT SHUTTER M LL BE 111501111) MAN A IXRECICHNRY FACTOR M-095, USING ASCE 7-10 AND AWL NOT IDCFED TILE "THAI (AS:D) ENSIGN PRESSURE RATMOS OCKATF9 ON SHEETS If Real 15, 1D & W. IN GREEN TO VEWFT THE Ar>0>'E CORMON, ULWAATE DESIGN SAN TOMS DENERWNED PER ASCE 7-t0 SHALL BE FIRST REDOCAY TO AS.O DESIGN WND LOAA9 BY MUMMLYWG THEN W 06 IN ONOERM COMPARE THESE W/ NF9L'OA ).. GESiOM PRESSURE RATINGS INDICATED ON SHEETS 11 THAT 15. 19 & 20. W ORDER TO VERWT' TAINT CONPONCITS AND ANCHORS CN ALBS RED, AS TEM. WERE NOT OVER STRESSM A.33 F INCREASE N P110WASM STRESS FOR WIND LOADS WAS )ALOE USED W THEW ANNYS3. HOW04M A YANG DURATION FACTOR CD-1.60 WAS USED FOR VERIFMATIM OF FASTENERS IN WOOD. BEROIA KV. ACCORDION SINRai MoHEN'S ADEOWL'Y FOR WIND AND LARGE USIME IMPACT DEAD HAS BEEN. VFNeTED IN ACCORDANCE WMI SECTION. 16090E OF ITNE MINE UENMKNED OCDE A5 PER An. REPOR S -HA SLADE()I /0214.01-INN jWISA1-05, /1004.01-09. I1214.01-05. }0517.02-06, JOUN.01-10 AND /0210.01-11 AS PER 7AS-201. TAS-202 AND TAS-205 PROTOCOLS AND AMA E-I855 AND E-1996 STANDARDS (MISSILE LM 0. WHO ZONES I. 2 & 5) & /1220.01-10 AS PER TAS Mi.'20J & 2W PROWCOLSe. LARGE WISSI E -HV NTNOOW BLAME ® /06G4D1-a6 AS PER AS1M.E-Ime MO E-I928 (M691E MM). 0• WHO ZONES 1. 2, 3) BASIC WNFECISIM ONLY. AND / D7=I-SIB AN M TAS Uc PRMCCOT. L HY SU X0 MID W WINDOW SURE s4 ADS ENGINffA W TO MARK IN CONGER WAILEMN OTHER UNDER THE GENERAL IAMATEINS AND COND IGIRE OF USE IN"TEO ON SHEET 19 3. BERTHA H.Y. ACCORDION PAS (HA SCREWS). USED AT &ADS KNUCRIE AND FOR DIRECT MOUNT CONNECTION W TRK93 SHALL BE E14A2.75- AND /14K1.73' RRSPECINEI.Y. 410-HF NWIYUM 505F3 MIAITU 8 SmS. SCEWS MAIL 135.0 EN NEW STRENGTH AHD ISO W TENVU SRREINGRL,PINS SHALL BE CORED MR saRTIHA HY OMROSHIEW cDAANG SY6IEM AS WWUFOcwm w AFFROVN]I CIBUINC MPLICATOREL REGISTERED SUN WENCMI SHUTTER STEARNS ASSOCIATION, FINS COST BEAR TILE HV NATIONS ON THEIR HEM. 4. ALL NUMINUN IX)RUAORS SHALL BE ALUBINUM ASSOCIATION AllDY AND TEMPER AS 4mIUTED ON, SHEETS 2 AND 5. TNYMUM YIELD STRENGTH FOR 0065-76 ALLEY IS SOD EM AND M7 ACTT FOR 000E-18 AMDY. 5. ALL SCREWS TO BE STAN= STEEL 304 OR 316 AIM SERFS OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN DEBTS WITH SO lal UK WELD STRENGTH AND 90 W MIN TENSILE SWETNCRI. AND SHALL COMPLY W/.n.ORIDA ITLELUNG CODE SECTION. 2411.3.5.4. 8. BOLTS M BE.ASIA A-307 GALVANIZED S ESL M ATM 3M OR 316 SERIES SWNLESS SIFM WAIL 35 W NIMYUM YIELD SRBNUM. 7. SEE THE 1`011001143 SIEEIS FDR�ANCHOI SPEOPOSIO Si BY BLADE (D : 1213.14.15 AND 20 Nv DUDE O & QG 1YOPoIXMi W UNSCt tL. iS &Ts ,S THIS DERMA KV. ACCORDION SITTER' 5Y31OA SEARS A US PATENT /6']79.582: ECIDGMENS OF Hes APPROYM ARE CWEITED, IN MOM OR. SIT PARE BY U.S. PATENT 15'45RM 161VED TO EASTERN METAL SUPPLY. WG 9. R SHAL,BE ME Af5PON518ANY OF THE CDMRACIOR. TO VERVY THE SDUNOtNSS OF DE.FIAUCIVRE WHERE SHUTTER S TD BE ATTACHED TO INSURE PROPER ANCHORAGE CUNTURN OR TO SEAL/CAUUR ALL SNUAER'COMPOMNT EDGES "CH 11111001. AKIN) FASIEMKI IN CONI NUOUS CONTACT LATH THE BUADING'To PREVENT NANOIRVN-INIRJSAM 10. EACH UNR MUST BEAR PERMWENT,IABEL W A VISIBLE PUCE WITH WARNNG NOTE:' OMNG PEIDOOS OF HURRICANE WARNINGS HOME OWNER TENANT. OR OTHERS. MUSE PROPERLY CLOSE ALL lA AND HD CWTERYATES AND ENGAGE OR LOCK ALL HY AND 1IO LOCKS 11. MUTTER 1W1W7C14RER$ DEL MUM. BE LOCATED ON A READKY •ALFBIE LOCATION AT ACCORDION sHu TFR N ACCORD.mm NM Msmw 1711105 OF FLORIDA BHRLDAG CODE ONE UBEI, SHWA BE P-AM FOR EVERY OPEMNC: IASELM TO COMPLY VOW SECOM1710" OF WE FLOWOA BINLDAG ME 1L DETMK KV. ACCORDION SHUTTER SYMEM'S INSTALLATION SHALL COTIPLY WON .SPECS BIDCOED LATHS DRAWING PLUS ANY BUDDING AND ZONING REARMONS PROVIDED BY ONE TURSUCHOR WHERE PERW S. APALEO m 13. (a) MET FEE, PREPARED By We ENGINEER S ICNFRC AND DOES NOT PROVIDE INFORMATION FOR A STE SPECITIC PROJECT, to WHERE THE SHE CONDITIONS DEVWE.FROM WE FED. (b) CMIIUCTM TO BE RESPONSIBLE FW'THE SELECTION. PURCHASE AND INVALLAICN INCLUDING LIFE SAFELY OF THIS PRODURT. BASED ON INS RED., PRONGED HE/SEE DOES HOT OINA E FROW THIS DRAWING SHALL ONLY BE USED TO N THE CONORIONS WARID ON TAUS DOCUIM3Tr. CONSIRUI:D M SAFETY AT SITE a THE CO TINDMIR'S RESPORNSBUrY. D) T1w; PAD. WaL BE GONsBENEG NVAl10 IF MTFRm WAST,.wEADSL I OBTAIN PERMITS IN THE STATE OF FLORIDI: E() E SPECIFIC PRORCS SHALL BE PREPN&D OF A FLORDA REGISTERED ENpNFER OR ARCH(RECT MCC FALL BECOME WE EI*XMER *F RECORD (CO FOR THE PROJECT AN Me WU BE RFS FOR THE PROPER USE C' THE RED E CWEIX OF RECORD, ACTING AS A DiIEGTED ENGINEER TO SHE P.E.D. CNQNEEN ETWl SUeMT TO UTTER THE SALE SPEGM MAWiNGS-FOR RVAEW. (e) ORIGINAL P.ED. SHALL DEAR THE BATE AND ORGIRM. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER'a REGENT) THAT PREPARED U. TABLE OF CONTENTS IL EC O Enc. TILOT TESTING & ENGINEERING COMPANY asps na s 151. w. s M. vAODL¢ B a Phtin ; (303J6'11-1330 . F.: (.MRIT-)531 a-mPp: TGaewael.cam FLO MILES A RLLIT Jr. iLpIM U. ITA67 46] GENERAL NOTES SHEET 1 SYSTEM COMPONEGS 1-20 SHEET 2 SYSTEM COMPONENTS 21-57 SHEET 3 TYPICAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW MADE & WINDOW MALL elaFA.2: NV BLeDE 1) AND HV WINDOW RLADF (IA LWHERE APPL)CABW FORCAL SHUTTER EDEYMON & NOTES ON LOCALS SHEET - INS'ALLATCN MEET L A-F. CONCRETEIENOGE SHEET INSTALLATION DUALS G-M. ODNCREIE/BLDCI( SHEET CENFEANATE DETAILS BY SHEET 8 CENTERITAE ALTFRHATNO DETAILS HV SEE' 9 END CONNECTION DETAOS 1-6. CONCREIEAH=K SHEET 10 YAAMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & OWCK SHEET 14 MUM SCHEDULE- WOOD SHEET 15 UWALLAACN DEARS M-R. WINO SHEET 16 INSTALLATION DETAILS S-K. WOOD SHEET IT IND CONNECTION DETAILS 7-$2 & TL WOOD AREA 3. HV WINDOW BLADE (EA7 SHEET IS ON Y TYPICAL SHUTTER. El"ATION AREA 4. W WINDOW SLADE n ONLY SHEET is INMANAMEN DETAILS. METAL STUD WALLS SHEET 20 A.S.S.Ass American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 K•IFIYSYI4:R1EAJe/SE Accordion Shutter System ILV. HARE NI W/ OR W/O KV. WMW KNE US PATENT # OF USE OF BtADE'@ ON SHEET 19 -T5 ALLOY AND TEMPER W/ fan' 96T' osD• TO 1.689' 11HV CEILING HEADER IFIED FOR T3SE W/ fN DfADE 1 ONLY, 60SfiF3 -TS6 ALLOY AND TEMPER (3�NV UNIVERSAL FLOATER OUALIFIED FOR USE W/ FIV BlAOE 9 BOOS-TS ALLOY AND TEMPER 1® HV HEAD/ER/SILL OVAUFIE �FORTfi ALLOY A V BLADEPON %YNY YNt T. t• IDE ANGLES ED FOR USE w/ NM ALUMINUM ANGLES BLADE Qt OUAUFIEDF06 USE Wf NV GLADE 1 ONLY, ti063-T6 ALLOY AND'TENPER Tx L A.aw^ B)HV WALK —OVER TRACK QUALIFIED FOR U E W/ HV B wE1 6063-1B ALLOY TEMPER COMPONQIT A B Ti T2 f@ Y' 9' ueK 1/6• 1/e' 2' 5' 1p1L D1W 0.162' A®AA. �+g 2.5' T' MNL all"- MIN- —2• 6' MAX. 0.139' 0.131' IL ECOENa. TILUT TESTING & ENGINEERING COMPANY !J5 Hy(1sm STARTER QUALIFIED R USE W/ IN BLADE I 6063-76 ALLOY AND TEMPER 99a• R 1 azo O HV TRENCH TRACK QUALIFIED FOR USE W/ FN BM OO.L:NPR A.S.S.A. Amur[can Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 W/ IN ,Velocity Hurricane Zone MER4 METAL 60PKY, INC. R'1HA HVTM Dn Shutter System OR W/0 HV. WNCK) / E A➢E mn I p "m Mi -- 1/13/19 MIC 9 13 15 DRAWING No 15-085 u a O An, ALLOY AND TEMPER �"pl �.7 i> �1 pun a FRONT a XII M Hy a s KWEl ts66• LOCKER FOR "T" LOCK CENTERMATE OUAIIFIW FOR USE W/ /IV BLADE 1 ONLY ® HV FEMALE "T" LOCK UAUFlED FOR USE W/ W BLADE 1QONLY 6063-76 ALLOY AND TEMPER OUALIFLED FOR USE W/ W 1 6OM-T6 ALLOY AND TEMPER fie6]-T6 ALLOY AND 9 O6S S11' • y Y Q 6063-TS LOCKING RODD QUALIFIED FOR USE W/ HV BIADEQI 6063-T6 ALLOY AND TEMPER M W63-16 ALLOY AND TEMPER 6s ® HD CENTS / QUAU 600-ITS ALLOYWANON TEMPER i����I{k�l�L■�/�jY'j 'C RI G TH HV 1/4" 0-20UMAISI 304 BSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q ?v`�GENSg ' JL ECOINC, / *'• l(�ft 'W B ENGINEERING COMPANY llr j TILLT TESNNG '�"o„FSSIONP4� m °9v,rT�T Pr. tllWi^1R1111g11n' �TtltA. . n In..o iLOPM I:n I NiBT - N16II4� 1 .•4'9 Wet ANOD 9IAD P.fVO >Y� YIE¢ RT]• � r ' J16 (apOLE IPOeHE NN6i ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR / FN OUALJFlW(1R USE W/ HV ® ONLY. BLADE L1 & ® ONLY. an. I,MASTIC REM La1Dm� R :. z• _ xa• AFTQE I., , 1/4"0-20 x+3/4" 6 - S.S. THUMRSCRElV J,/4"0-20 RIVNUis S,,, 9H1 MYOIUY (2014T] Nla' WIfF iWCE T61 2, sNm Iur+Exl. wort 1 reza w^ wwlaclui® ar .wa CIQWIY iPTaBL PNSPf4n NEM hPSe OTON q1 EqW. ® HV "TO LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOg USE W/ HY W/HV BLADEQL ONLY. BLADE 1 ONLY. — o �% 5• " O°o Q 0W �a 1•TNUMONDR OR RE, cwlOR RWeFA eElO• M 1 azs• Yu - TMA81101LN CaII9FR d> Ym CI'IIIIDOi / 1.)8 Yac ® HO LOCK Dr REGEM HARDWARE MORITSE LOCKS SEWES 23]] HOOK EOI.T LOCK. QUALIFIED FOR USE W/ W BLADE 7Ok pA A.S.S.A. American Shutter Systems Assoctatton. Inc. 4268 Westreads Drive West Pahn Beach, FL 33407 KV. BLADE 91 W/ OR W/0 KV. AWING N0 15-085 SHUTTER ASSEMBLY SCHEDULE FOR. HV IM HV Q HY BLADE 1 HV BLADE to ® KV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON RUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES C$70'4/16' THICK NYLON WHEEL. 0.188'e AV 302 SERIES S.S. RNETS ® NV 1 3/4' ACCORDION PIN W/ e8 HEAD ® HV 2 3/4' ACCORDION PIN W/ p8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR. HV ® BLADE. :M (2). HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION '11% SHEET 7. (3) HV PIN ® OR @ W/ 1/2' DAL 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET EXTERIOR TOR Q OR EXTERIOR NV PIN �OR. hy.Ai (SEES KNUCKtG E OR (6CE NOTE • Pod REOUIRENENI5) i 1 / t �•\ � J If J t 1 IL E C O t.c. NLLR TESTING 4 ENGINEERING COMPANY PW! il. P.E. lk. 1 .I�IBr qsR .19>S•� DE !18125' St%.4 A621 .OBIS• NNOVATIVE PLASTIC LEXAN SEE NOTE 'F' ON SHEET OR BASIC RESIN POLYCARBONATE SOURCES FOR ivNV.Lf9�1�kT nwunE swol9 vrav s� I�B318 uo.�>r ,w owes leQ� smc wum •cu ore, eon BM' aoaof'• 1PpkffiI: mml[ mB nw»m Asn oaw vnaR aex v,sm vex wuwe. smm�nl a mS urB ano Iraoo>+x ri.m v..0 nrmw. umem uaN owo >,maB we awAro n+l. aexB mmBou® ua vtle �e rt-ro/n n oe-mPo v�are'mrvrt atw waw ns s exe R w aoe ov Buomc muoan o-1 uAss o-Iaxw mrwxnws rmmas ww •r mor lediffi&Yi 4rY csS �exsiu' pmu<nl.mcR vcTn xav ew vm Ru aew of awsur e�mis errvu •anclwv wvlR'na sw� v.k aeas c++ A.S.S.A. AmeAcmT Shutter Systems As90C1ottonv Inc. 4268 Weslroods Drne West Palm Beach. FL 33407 KV: BLADE 81 W/ OR W/O KY. ji�q�_ttttttttr�trtttttttttttan{�n,1ltt�tttnttt�ttttl�tt�tttl� ttttttttttmm III � D O .I.J�i.0 ■I o. o• ©, 0� . 01 0- o• 0 o o• o, o• o• U. �. Ao�. ©.A®.o� • �m TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. I OF CORNER CENTERMATE 611 •NQJfS is •ONE HY LOCK I& SWLL BE USED AT 1/2 OF SHUTTER SIM FOR ANY' OR 12' ABOVE OR BF�OW j 2 OF SHUTTER SPAN FOR SPANS UP TO IOV. AND MR IISfN.1�TION 4 ANY ELEVATION. FN LOCK 2(J w ¢� MAY RE USED /S AN MEE OR OVI`IVE LOCK, ATTACHED' TO QJI OR Q?} CENTERWTES WJ(2] 1J4'P-20 x 1/2' LONG MT HEM SS. US. LOGVION OF LOCK SHALL BE AS INDICATED SHURER ARON: 2: PURPOSES. UP TO TNO NV LOCLL`+ Q OR VAY Be USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CEMIERNATES OR (r� SHALL BE AS NIAMED ON NOTE (1) MINE LOCH N OF LOCKS MA At OR 1IMmQ MANDATORY !2 LS Kxn.WAWD H V 1wn LOCKING RODS ARE NOT REWIRED AT•,(1UARICANE PDSIHON, DO MAY BE VSfDIF OESIAED TO ENIUWGE SHUTTER PERFO NANCE LOCKING. RODS F� OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING. POS91ON (NON HURRICANE POSITION). {, DNE HV LACK GHALL BE USED AT CORNER C BPM' AND DbTAUARONS AT ANT' DR 0151DE LOCK, ATVQIED TOQ� CORNER CENTEPAMTE W//((yy]] 1/ 0^20 x 1/2"LONG MT HIM S.S. MS. TWO LOCKWC RODS AT TOP & tKITYOM SHALL BE USED. LOCATKNN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHURFR ELEVATION. MAKNUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEWL£S SHOWN ON SHEET I2. B.MANQUORIf • .ONE AL EPNAIE HV LOCK MAY 8E IN EU C W I I= w FOR ANY SPAN NND 51A. IGF 710NS AT ANY ELEVATION. u ERNATE LOCK MAY BE VSED AS PN SIDE OR OU190E LOCK: ATTOGNNFM OF 1J4'0-2Ox3I4' SS. THUMBSCREW RI (3 OR CENMUA= SHALL BE MADE W/ 1/4'0-200/4' ALUM. RNNIIf AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. & ONE W LOCK ® or w SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR Ir ABOVE OR BELOW 1/2.OF SHUfiER SPAN Fail SPANS UP TO Or, AND FOR: INSTALLATIONS AT ANY ELEVATION..HV LOCK 0 or or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO a or 0. SYMMEIRIGL CENIERW.TES W (2) IIV-W x 1/2' LONG. MT HEM S.S. M.S. LOCATCN OF LCCCK�SNML-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0W1 0 OR 0 TOP AND BOTTOM IS COMRIERI.Y NAHD TORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. ¢¢00__�� ONE ALTERNATE W 'r LACK MYBEI ALLED IN DEU OF I/V LOCKS OR CDR ANY SPAN AND Oi iS A1LATI AT ANY ELEVATION. AL NAE LOCK Y BE USED K NN O510 OR IDE LOCK ATTACNNEM Of LOCK Q5 INCLUDES USINGw^RaO C .NG LOCK A4 SHOWN OH SECMNN F1VT, SHEET 9, WMKYI 4U5T 8E CONNECTED TO//CENIERMATES 0 W/ 1/4//'0-20 x I I/2' LO}NOGC S.S. THREADED DOLT WI 7/e'0 A 3/32' MOODILY MAKRLUM ABOVE AND,BELOWIMIDSPAN. USE OF iSYU ftLOCKIING RRODS TOP AND BOTOM MANDATORY My BE RIVALLED At AN 12' t 1NNo im OTE5aL -a 011E ALTERNATE HD LOCI MAYBE UVED M LED 0T W LOCKS ' 'OR Q4 FOR ANY SPAN Me INSTNIARDRS Al AjocK. ATTACHMENT OF HD YgN�Y a1VVXTwN. ALTEWNIE W LOCK � MAY BE USED SONFORCFLENI' 1NSENTTAS AN Imsm OR AS SHOWN ON SECTIONS Has-MYB AND TO HOC WC SHEET 0. LOCK MAYBE INSTALLED AT 6 MIOSPAN OR 12' WOOMUM DLtOW OR ABOVE MOSPAN. USE Of LOMW ROW @ Is COMPLETELY aPDa11M_ IL ECOENC. NLL1T TESTING & ENGINEERING COMPANY •J"NW.yW.Y4 iia .105. Vsm& 4V9at5. ftaV61.]] A.S.SNAN American -Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FIL 33407 34LR1 KV. RADE {1 W/ OR W/0 KY. / E. E REIE S Emu: w Sw 13) _ 1 t 61 f-WRA.11ot -GbNLRflE INM FIE cm (SFE REn: LE ON SHEET IS) Nvnc 0 rV . r v , � � • � . W r �%5t � Dfl�Afll ®o © _—___1_i 7 ' OY j /I / omwlu �I�//'/-,lye f 11 i i Imo. wlgltu tp• um. — � � Q I /2• 3 w 1© 1• 1/0 0-20X3/C SS PNiWPS TRU55 MEAD 4ry I/PO-ZOAJP eS. PHIWM ' i i6 YACIRNE SUEiYS Uu01C CCNeEE-IE /+Ittl (SEE f1EDME MI VRL= fIFM � WJ/ 1 4•-20 NYIS 0 1Z- O.C. 1' Ile-0Ile-0NDIS 0 12• o:C. PoIIPFD CDNORnE lNEEi 1!) OR CONCROE BLOCK MOVRDD RCRErE mµutew I SILL INSTALMIO 14) p1"�DLLAT � HV WALL SILL INSTAIDN -� RNADDN OF 4G. � �INSTALLATION DETAILS W/ • FGR ,YPIOIE � • E. D. - EDGE 07fiOICE . SEF . aX3 Dr YSE FOR (T) H V BLADE :� GIN BE C "ED (� �F�,� ON SXE� 13) BUDE� W 19 sDG un ws�Ku w. FLORIOA OUIIDWC CODE Nan Ni h Velocity Hurricane Zone un°O11 ey •• ?, % - 1 L E C O ,,,�. /� c ¢ /� . ■ 9 ®mis EUImN YEra. svnr, wc. � BERTHA HVTM I Accordion Shutter System HV. aXE #1 W/ OR W/0 HV. WN DN RODE *: !// /,r:*.c q; ! 'D •. S AT OF $ 2G .a AM6dCGn Shutter Systarns Association, Inc. 426R Westroads Drive West Polm Beach. FL 37407 TJWT TESTING & ENGINEERING COMPANY WS5 X.�. I60. 54 51e. SCL �r Y.1 GIACD4 IIORW AI fMnO: {.WS)BIt-ISNI. Fm : (J01j021-fill MLIGI e«aoad.mn XLIa A nu y. PL n E ,or OEScOFXaX wrt sww0c rt. 1 OLD 11-192 / UJIS MD"i 4 13/IS 2 DRAWING No 5-085 '4� FS •.,, .•. •,: •G\ `0` °jn„S�ONAl1ENla°` P.E. SEAL%�i4t�TATURE/DATE 3 ; sNEE7 6 of 20 a MSENO cuss a 4 FOR oR I WMIIER NFAD 19• CC. 0HS '. ON SHEET 13) HV FLOOR INSTALLATION t 1' oro. C. 7m/8 1,2" t' ' corrcicTE u+aoRs sEE NO1E. 1sro) Eq (SFE.SGIIEDU(E ON ON SHEET I�R BWCK SHEET IA) OR C PEW fNn LeTION h :�M�i ji10, / 01 B M15Jfi18t1. 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VRWW SAX i7WT TESTING a ENGINEERING COMPANY AnlartCon Shutter SValama 1y,. ocs:®nmI onrc q'. STATP OF t,4 + 0335 xx 54 se<�• vxeaa riniAnm'D' y1 AaaoeTotton, Inc. , OLD T7-1S2 4 13/15 ,�---,y.. t3ne}EI1_16M. Tm.; lyng}gn_Iy1 4268 Weslroods Drive : —Y jNC No VON- "'LOfl1DQ':1C1W'�. - ®�'°°g.o"" West Palm Beach, FL 33407 15—U85 ��4/iro. •. �,ygt, '`jV WllmA1WJr L.Y.E. 3(/AiLiNA�iW'tE/GATE natawu4! 44101 E H 0 20 P.E. •9YAL * ux sMC a irn xv ioacu(a� . T tOIX. pl bl¢I 5. f SWfS aMa M41artW 4iJ NYM U4Y IWT.L i1Wl 9Rl Ne9xf.PMf % 0&V. a IYMRICNFFD Bl F.W pORY IOIUw. VANTft1416y. JF/.tif D14N CR NW. IN ����� aamQlswa< nqx ms, xowai rn var a. �_� as wai � ubvEYmat riuma erMaQovax Imam �®�©'Q"V"'�`Y'®' Imiaimc«Iwe>xm.iux¢asm wq ¶sa .ITasxa.,rr..,rn.xa_ vsnimx anx rm wmaa ---------------------------------------------- = .. ,(l w� .,.. IN OUT 1/4" 0-20 x 1 I/2' S.S.M.S. W/ 7/8'0 x 3f32' WINGNUT. CJ NV "T' LOCK (OUTSIDE) HVG* IL EC O ttf.. TILUT TESTING h ENGINEERING COMPANY ]Y N= �bb:.5l `aY Tl. YW1ta! W065. f1MM A' xaam a wn x, ae 1Lancw U•. i utaa �1 1 A.S.S.A. American Shutter Systems Assoelationi Inc. 4288 Westroads Drive West Palm Beach, FL 33407 `m[srcsa valmx ram®xw@mama vma 'waxvi enlxo wtt®mralmo-nao , w,o ra u axvamuo unxnw® vm elaoa0 KV. MADE MAP4 or LOCK 0.5br6:G I � WNL MgNtING f1.OptICUW10 Ya11111Y1G N w;) MANOMVM SHUnM SPAN* -L+' OR -L-- (ft)) FOR INSTALLATIONS W/ ONE' HV LOCK or � or 0 I NO LOCKNO BOOS (SEE NOTES T, j}) AsoN"°Mrmu R: ( ��} CONCRETE & W000' 'ARIL MOUNTING RMIR/RAING MQWIWG L1 (R) 1 L-(N 30 T6'-O' 16'-0- 35 W-10' 1P-lo' -40 13'-lo" 1Y-le" 45 13'-1- 13'-1- So 12'-Y 1215' 55 11'-t0' It' -IV 60 II.-4" It'-4- 65 /o'-10• lG'-1O• 70 10'-a- ,O'-9• 75 10'-1' 10'-1• 60 9'-10' W-lo' a5 9'-6" 7_6 90 9'«O' 7-Y 95 B'-0' e-9" _ 100 e'-9• I W-4- 105 B'-d" 7'-11" 410 a'-4' 7'-7 3 120 e'-o• 6'-11- Im Y-9' 6'-0• 135 T-7- W-2' 140 7'-0' s'-11- 145 7'-3- 5-9- 150 7'-2• 5-71 155 71-01 S-5- 150 V-tl- 5'-2' 165 170 175C-9- 1S0 190 195 7 3' 4'-3• 200205 IMUM SHUTTER. SPAN* -LF" ( -L-'. (ft.) INSTALLATIONS MATES & W/ONE HV LOCKS OR WNO LOCKING ODS (VAUO POR MOUeRNo 61 SHEET 7) CGNCf4TE WSTAELA1pN5 ftWR/LFYIHCNPINIWG { ) oN YL-Fo W I L-W 30 16 '-O' 1 16'-0' 35 IS'-2' 16'-10" 40 - 14'-2• 15'-2' 45 6D 12'-3" tY=I 5S ll'-1• GO ID'-2• IW-il• 69. V_5' 10'-1' 70 S-9' 9-+• 75 9'-9" INSTAIAl10N Irrsun CDNCRC & WOOD MANSORY WALL A. 8, C. D. E M. N. 0, P. 0; MOUNTING r. K & L R. S. & V. FLOOR/CEILING C, H, 1. 11. J T. U. W & X MOUNTING & M O MAXIMUM SHUTTER SPAN 'L+' OR 'L-' FOR INSTALLATIONS INTO WOD05NULL BE BWIFD ro 105 Pe&S.D. OE5RON PRESSURE RATING. T 000RNER CEIRFRMUE p3 MY RE USED AT AL MOUNTING IN5TALATONS. LOCKING SPECIFICATIONS, BULL BE AS INDICATED ON MANDATORY CONORWN F2 NOTE 05, SHEET 5. N NOKfPT TNAT NAXONM SHUTTER SPAN 'L+' OR •L-' AND MA"ASD. Dmw PRESSURE RATING -FOR INSTALLATIONS INTO CONCRETE OR CONCRETE IS= SUl1 OE ITaFD AS MuD - I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +OC-72 p..J. AND'B'-O' SPAN, SEE MOUNTING ® ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 TFIRU 3 1" 10 HV BLADE r[(/ �L ECQ_ TIL11T TESTING & ENGINEERING COMPANY '�' "*� >bS NM. JTA.SM 90. .'AS. WNiN NN¢Fl6. fl@iW X Pnam : (w)B71-Is39 .ro,: (m)Bn-153f kitur ..' W � JRTa��'��w:° o-ma0: tltaco9ed.wm wurNm-mowili.. P.e FLORDA Lk. 1 "167 A.S.S.A. Amencan..Shutter Systems Assoclation, Ina 4268 Westmod9 Drive' West Polm BeocN. FL. 33407 (1) L+: MAXIMUM ALLOWABLE SPAR FOR A OVER POSiTNE ASTI. OESCN PRESSURE RATING- L­: WW: ALLOWABLE SPAY MR A r.NFN WAYNE AS.M DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR YUL. MOUNTINGS (TOP/BOR4l0 OR FLOOR/CEUlK: CNEN A POSITIVE AS-D. OESiGN PRESSURE RATIRG. DETERMINE MAXIMUM .SPAN'L+" FROM SCFEOUM CNEN A NEGATIVE ASO. DOPIER PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L--" FROM Sell W FINK MAXIMUM ALLOWABLE SPAN 0 EQUAL TO THE MINIMUM OETERMNED SPAN 6EIWUN "L+' AND Y--". C)PROCENRE TO OUB NSIN DETWEENMW MMOIJINE UMINGS M SPAN FOR W/ FLOOR/COUNC MOUMINGS: , FOR A OVER MSTINE A5.0- DESIGN PRESSURE RATING DETERMINE: Ll+- MAX, SPAN FOR WALL MOUNTING INSTAU.N10NK L - M. SPAN FOR FLOOR/CEILING MOUNTING RStALLATWNS, FOR A ONEN NEGNTINE AS.O p CN PRESSURE RKT IG: DETEI M Ll-- MAY. SPUN MR WALL MOUNTING INSTALLATIONS. U__ M. SPAN FOR fLOOR/COLWG MOUNTING INSTALLATIONS, FINK MAXIMUM ALLOWABLE SPAN IS TOM TO THE MINIMUM BETWEEN "LW; T F', 'Ll-• AND 'Lt - (4) GO TO ANCHOR SC EDUIE I" H FINAL MAXIMUM AU.OWamv SPAN AND NEGAINE AS.D, DESIGN PRESSURE PAYING TO OErYMANE MAcmUM ANCHOR Kv.. 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