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HomeMy WebLinkAboutPRODUCT APPROVALFlon. a jy- Product Approval d pg USER:PubllcUser riRyvm Product Approval Menu > Product or Application Search > Application Ust SCANNED AM BY f, ", ,.,, Search Criteria St. Lu de Countv Refine Search Code Version 2017 F 389 Application Type Product Manufacturer 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 SPnrrh RPculic- Annlirntinnc FL# Type Manufacturer Validated By -Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History, Category: Shutters (941) 922-3854 Subcategory: Accordion -approveo Dy UUrw. Approva¢ oy Uuen snau oe remewea one manes oy me vuc ano/or me COMMIS510n It necessary. 1 Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 950-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibllRv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not waant your e-mail address released In response [o a public-recortls request, do not send ele tropic mail to this entity. Instead, contact the office by phone or by tratlitional mall. If you have any questions, please contact 850.487.1395. *Pursuant to SeWon 455.275(3), Send. Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a]® Kid M sequrlivhi6TRICF i .� i. it it •' 3 v t https://floddabuilding.org/pr/prl_app_lst.aspx �/1 i 1h;;Ig@I:SLiWCLeIL�.'A I. BERTHA NV. ACCORDION SHATTER SYSTEM SHOWN DN 1NG PROWCT E3•ALUAYOU DOCOMET {PM .EOJ HAS BEEN VMMO MR CCMPUCE IN AXORDINCE WITH THE 2017 (MA EDITION) OF ME FLORIDASOMENG CODE: MG ACCORDION SHUTTER SYSTEM BOW. NOT BE INSTALL[p AT MOH VELOCITY HURPoCJ.NE ZONES. DESIGN WIND ILAOS SHALL BE DETERMINED A5 PER SECTION 1620 OF THE ABOVE MENTIONED MOE. FOR A EASIC WIND SPEED REOIRRED BY ME M,,M M MORE SHUTTER WILL BE INSTALLED WIN A ERECTIONALIiY FACTOR KO=0.85, OSING MCC 7-10 MO SHALL NOT EXCEED ME MAiOMUU (&S.O.) MMERI PRESSURE. RATINGS INO1GlEp ON SHEER II MRO 15. 19 & 20. N ORDER TO VORTY THE ABOVE CONDITION, ULTNUTE DESIGN WINO LOADS DEIERNNED PER ASCE 7-10 S BE FIRS RECOCED TO A.SO, DESIGN W1ND LEADS SY MULIIPLYMG MEN BY 0.6 IN ORDERTO COMPARE THESE W/ MA2. (ASD) DESIGN PRESSURE HAMM MICAIED ON SHEETS 11 T,W 15. 19 & W. N ORGER TD VEBFY TIMT COMPONENTS AND MCHORS ON MG P.EO., AS TESTED, WERE NOT OVTR STRESSED. A 32 S INCREASE IN ALLOWMLE MM, FOR WIND LADS WAS BDT USED IN NOR AVALYSS HOWEVER, A WIND CURARON FACTOR CD-1.60 WAS USED FOR N RCAV ON OF FASTENERS M WOOD. SOMA NV. ACCORGEH SINTER SYSRYS /DEWILY FOR WINO ANB LANCE MISEOE WP47 LOAD HAS MEN VDBFIED IN ACCORDANCE WIN BUYS N I6p9.1.2 OF ME ARAB MENTONM CODE AS PER AT- REPORTS; -RV SLICED 10214.01-03, /07I541-03. 11004.01-05. /1214.01-05. IOST7.02-06, /0609.01-IO AND JU1,01-II AS PER TAS-2M. TAS-2p2 Me TAS-203 PROEOCOL, AND AMM E-i666 AND E-1996 STANDARDS (uG51LE LLVEL G WIND 204E5 1. 2 & 31 & 11220.01-10 AS PER TAB MI. 203 At 203 PROTOCOLS URGE MISEAE. -HV WINDOW TIME 0 1OW5.01-W AS PER ASTM E-1886 AND E-1996 {uGSRE IEVFI D. NAND ZONES 1, 2. 3) BASIC PR0IECION ONLY AND / G72S01-88 AS PER NIS 202 PROTOCOL 2. W BLAOE(D MD W WINDOW BUOE 0 ARE ENCNFERED TO WORK N UNISON WIN EACH OTHER UNDER ME GENERA. LIMITATIONS MD CONDRIONS Of SSE INDICATED ON sHET 19 J. SIERRA H.Y. ACCORDION PINS (W SCREWS), MOD AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE /14F2,75- AND /14F1.75' RESPECTNFLY, 410-IR MINIMUM SERIES SUNLESS GaasI BEREAS WITH 135.0 Wi HF�O SDYNGM MD ISO W TENSILE STRENGTH. PINS SHALL BE COATED WIN BEAM W W4'R0906D CODING SYSTEM AS IA,N,,OMRED BY MMSCRIE COATNO MPIIGTOIS, REGISTERED WIN AAERKAR SNORER SRHMS ASSOCMDON. PINS UDST' BEM ME W MARKING ON THEIR HOD.ENDED 4. Al ALMMNW EKTROSIONS SHALL BE AMMINW ASSOC*GON ALLOY MD TEMPER AS INUGIED ON SHEER 2 AND 1 UNOW HELD STRENGTH FOR G063-T6 AIAY IS We IW MO 35.7 LW fIXt 6005-TS ALDY. 5. ILL SCREWS TO BE SMULE55 STEEL W4 OR 316 AS SERIES CK COMBECA RESISTANT CORD CARBON STEEL AS PER ON SOME WIN SO HW ON. YIELD MOON MD 90 Wi I N. TENSILE SIRENCRL AND SHML COM Y W/ FLORIDA STRIDING CODE MINDN 3411JJA. 6. SOLTS TO BE ABTA A-307 GKVANEMD STEEL OR AS N4 OR 316 EWES STANDEES STUN µEH 35 KF{ YIWMIN HELD STRENGTH 7. SEE ME FOLLOWING SHEETS FOR MI.NGR SPECIFRATIONS: W SLAOE Q 112,13.14.15 AND 20 W SAGE 0 & 0 WORMING IN UNISON: 12, 13 & 15 S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEI SEARS A U.S. PATENT /6779,582. COW'ONICNTS OF THIS MPRDVAL NNE COOCO. IN WHOLE OR N PART BY U.S. PATEDT (5'458,179 ISSUED M EASTERN MEEK SUPPLY. INC. 9. I SIV4L BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MXNONESS OF ME S I CNRE WHERE SHUTTER IS TO BE ATTACHED M INSURE PROPER ANCHORAGE CONTRACTOR TO SL/GWRKEA ALL SNORER CCOMKEM M EDGES WINCH REMAIN. MRO FASTENING CONTINUOUS CDWI M, ME BUODNG M PRETNT WMD/RAM ,NaSON. to- EACH UNIT MUST BEAR PERMANENT LABEL IN A VW91E PULE WIN WMMNG NOT, DURING PERIODS OF HORRICME WARNINGS NEWS Mo. TENMI, OR OTHERS. MUST PROPERLY COCK ALL HV MD ND CENTCRWIES MO ENGAGE OR LOCK Al W MD HD LOCKS 11' SHNTTEN MMUFACTUREYS WM SHNL BE LOCATED ON A READILY MMGLE LOCATION AT MCOROION SINTTER N ACCORNNCE WIN SECTION 1709.9.3 OF FLORIN BU(DNG CODE. ONE MGM SHALL Be PLACED FOR EVERY OPENING LABEL IC TO COMPLY WITH SECTION1709.9.2 OF ME FLORG BUVFANO BOB, 12- BEPERMIT IRTHAB HV. ACCORDONTHM APPULD i0. SNER SYSBI EEM'S NNSTALARON MtL COMPLY WIN SPECS MOKATED N NIS DIMeMO PLUS MY DOLLDNG MO ZONING REGULGI NS FROMM BY DIE JUM=,IION MOE 13. (a) ME P.ED. PREPARED BY THIS ENGINEER IS GENERIC M'D DOES NOT PROVIDE NFORWTON FOR A STTE SPECOTC PROTEUI La. MOE ME 9tE CONNDONS DEOTE FROM ME RED, (D) CONTRACTOR TO BE RESPONSIBLE FOR ME SETEC1 , ",,I ME MSfALATIpN NCWOM LIFE GAUT, OF MIS PRECI BASED ON THE PLED., PRENCOM NE/SINE DOES NOT DEVOTE TROY THE CONDITIONS DCTARFD ON THIS DOCIINEM. CONSTRUCTION SAFETY' AT S TE IS ME CONTRACTOR'S RESPON,B . (R) NIS P.E.D. RTLL BE CONSIDERED MOLK, IF KTERED BY ANY YFMS. (4) SITE SPECIFIC PROJECTS SWL BE PREPARED BY A FLORID REGISTERED ENGINEER OR ARCHITECT YMICH µILL BECOME ME EHMNER OF RECORD (EOR:) MR THE PROTECT MD WHO WILL BE RESPONSIBLE FOR ME PROPER USE OF THE RE 0- ENGINEER OF RECORD, ACTING M A DELEGTED FNGNEER TO ME RED. ENGINEER SHALL SUBYR TO THS UTTR ME SRE SPECIFIC DRAWINGS FOR RENEW. (R) ORIGINAL POD. SWILL BEM THE GTE MO ORIGINAL SEA. MO 40YMiURE OF ME PROFESSIONAL, ENGINEER OF RECORD THAT PREPARED I. TABLE OF CONTENTS OENERN. NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 IG T19L WINDOW BLADE & WINDGN OCTAL AREA 2 HV BLADE (D AND HV WINDOW RI ADF (TAR (WHERE APPI IPLARIF) TYPO& SHORTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. WHIEGETE/S=K SKEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLDCK SHEET 7 CENTERMTE DUAL, HW SNEET 8 CFNTERAATE ALTERNATING DUALS M SHEET 9 END CONNECTION OEUKS 1-6. WNCRETE/BL,E, SHED 1p MMIMIM SPIN TARIES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 MCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHETHAE- WOOD SHEET 15 INSTALLATION DUALS M-R. WOOD SHEET 16 INSTALLATION DUALS S-X, WOOD SHEET 17 END CONNECTON DUALS 7-12 & X. MOD SHEET 18 AREA 3: HV WINDOW RiAnr hal ONLY T'PIGL SHUTTER ELEVATION SHEET 19 AREA 4: W WINDOW R Anc Rl ON Y INSTALLATION DUALS. MUK STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To r _ P'P\.Y `:... ... �^`/l✓q �;: `\)CFNSF`• P L �� 79r; '• 'i . A« M17 TAN0C, NC IL E C O IEEE. TIWT TESTING & ENGINEERING COMPANY e7u «s, ym xL V, M. wlceai, cwvOq FUAp yl P.m.: (3os)m1-15]D . m.: t3v576n-E3r - EBONC5719 sW^ WATM : NIMT A. RL FLOROAM 144157 ` A■S■S■A■ AmeNCun ShYHef Sys1BmB ABSOCID110n. IND. 4268 Weslroade Drive West POITI Beach, FL 33407 ®2017 EASIERH YflK SUPPLY. MS -_ ERT vTM Accordion Shutter System Kv. BLADE g1 W/ CR W/o IRA. w BLADE . H vEcnvnvN v rt OMrm Br: Le 1 OLD IS -OBIS /77/1 a4IG 07/27 n �. •.F ., •- ••_fif' • ••• \ Ild S/DNA! E 0 PF •Zi'DE•i51RM5MI IOC /l1nTC 2 3 DRAWING No 17-107 P� IDER US PATENT B 5458179 V WINDOW BLADE OF USE OF BLAO ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE 1V/ NV .I \ BLADE Ili ���� 63-T6 ALLOY AND ILMPER Qgp� 1.917' � � Oel 670 11 HV CEI IV r HEADER 0 flEO FOR USE W/ F(V BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER LL'1 FMNYIp.t 1' my —�� 16, SIDE ANGLES IL�YIY�1Y�C All ED FOR USE W/ HY w. 4➢95• 4. �HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ RV BLADE 1Q 6005-75 ALLOY AND TEMPER HV HEADF$/SILI (� QUALIFIEDORTE E YlG AND D EILADEN DONL 1 ALUMINUM ANGLES QUALIFIED FO$ USE %V/ HV BLADE l ONLY. 6063-T6 ALL Y AND TEMPER OOVAUF3E0 FOR USE W NV ELA i 6063-T6 ALLOY TEMPER_ G HV WALK —OVER TRACK QUALIFIED FOR U[ W/ Lid BLADE 1 6063-T6 ALLOY 1 D TEMPER CPIPoNEM ♦ B tl R 1© ] 5• MAIL 1/b I/e' 1� 2' S' 17AIL 0.19T 0.19R @9 24. 4' V"% j 0.190' 10.190' ] S' W%.I Olsv 0.13P OS HV X/18 TARTER OUAUFlEO FOR USE W/ NV BLADE (tj 6D63-T6 ALLOY AND TEMPER 99!' > 9]0 Q9 VFINRH URACKHV BWOEn ONLY. Yr/ HV TEMPER HV RAINGUARD OUAUFLED FOR USE VI/ NV 6063-T6 0.1D L�0�EA4 )D TEMPER �d �: t11t1 `( 4e/ =, , _ : • i t• -'^� OF i Off, fs`.<ORID er'�F ItJ` D V/f1�Te, F j6� 11t r. Rzon mTEm, DIC. ��E o A S S A ■ ■ ■ ■ ATerICOD Shutter 51'91BRI3 ASSOCIOII001 IOC. 4268 WeslroaEs Drive West Palm Beach, FL 3340, ®zm7 FrsTEw,I uEr4l sOPPLr. 1xc. fflg-��............ RT A V Accordion Shutter System KY. BADE g1 W/ EA W/O KY. WWNODN ■ADE TILLR TESTING k ENGINEERING COMPANY wa nx. mw w a.. 5tl nxexr c♦noa¢ Omar Ant enm.: (ma)ml-1xw , m.: (o9s76T1-n5I -m 1 =�=ate Ls-ooer>s Pi4TCR A Xle ?. " , x Mg. AM ptµxx.9r: LC 1 OLD 13-065 /D 1 niC W/27/17 7 s DRAIYINC No -/ 1 / � Q7 A A r EOL CENTERMATE FOR USE W/ NY SLADE01 & 6063-T6 ALLOY AND TEMPER y P1Av � TRmn FLINAnax ' LOCKER FOR "T" LOCK CENTERMATE OUAUFIED FOR USE W/ W BLADE IOONLY 6063-T6 ALLOY AND TEMPER 1,91 GILT. .219- a `a 6' A• m a HV MALE "T" LOCK curcauerc v QUALIFIED FOR USE W/ NV BLAOEWOONLY 6063-TS ALLOY AND TEMPER c +� QUALIFIED FOR USE W/ WBLADE 1 & �NG ROD Q 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ W BLADED 663-T6 ALLOY AND TEMPER INSTALLATION WILL REOUIRE A 7/16 J.161 s3 I L06 ..OS HD CENTERMATEBLADE t✓& 'S INS�FRT QUALIFIED FOR USE W1 MV 1(�A 6063-TS ALLOY NO TEMPER SI/r cy,p'a n AISI 30e `L RI THUMBSrRE}L OUAIIFlED FOR USE '+f/ FN BtAOE 1Q HV EGRESS LOCK QUALIFIED FOR USE Vf/ NY BLADED & 6 ONLY. •-1616 _ la' JL360- AFTER RWETIN BEFORE RNcTLYG 120)•-Y' .01) wWE a Iv TI 320, AS NAW(AT:RWED er M J]r. tS1 JDdEY ON*I ON EQIN- RNATIVE LOCK FOT ONLY. USE lY/ w )E C875' Yfa Orn0 Ts> vs cna+Pa M. ® 80 LOCK BY REGENT NARO'AARE MORTISE LOCKS SERIES 23D NOON BOLT L.I. OVAUFLED FOR USE W/ NV BLADEOI & O 11'P,L•`••�.. 0 40�cera "` • �� =; A� * QF ; IL� TILLIT TESTING & ENGINEERING COMPANY a]as x". ]6a. M• sM.]a6. v- r-- µmOq npA. m , ra. ; (xs�,_,Sv TRm �,. P.E. TNO1+0A Lk. 1.16, AS ■SAordion American Shunter Syelem9 268AssVlestrOn. IDC. 4268 LVestroads DriveP Polm tt a.34G7 02017 r .M METAL SUPP6Y. INC. BEB RA TN HVAccordion Shutter System V. BADE 01 W/ DR W/o HV. VAUW/ MADE xSTATE e6;(]os)ml-,an L-'"0iT�Wcst r�1((.A P F.F ALAT fRr1SnATC EIOLD DRAWING N6eCOCN. 0 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV T HV 1Q NV BLADE 1 ® HV BLADE to HV LONG RECESSED NYLON BUSHING ® W SHORT RECESSED NYLON BUSHING 4® W NYLON HAT WASHER © NV WHEEL CARRIAGE A1S1 302-303 SERIES 0.870'+3/16" THICK NYLON WHEEL. 0.188.0 AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ B8 HEAD Y ® IN 2 3/4- ACCORDION PIN Wf 88 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (DOR 0 EXTERIOR or QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR Y (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR ® Ro BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ HV fO OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY N.1.5. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM VJ/ HV lD caste' BLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. (3) HV PIN @ OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER tw 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. A>, SHEET HEEL CARRIAGE DETAIL N. f! OOR0 1! U IEM= Ir(17, I i ORE%i N NEWdCNIS) MAIlEs NNIICRE (IYPI 2 EXTERIOR L��� .o62s- I � iyi iiA 5�—I BADE .0835' .a= ' F A635 .0635' oN 12' UN. CLEKP*CE RG51NS, W-STABILIZED GRADE OR SA 20 mea eoRou INNOVATIVE PLASTIC LEXAN 103 RESIN ��i It mil (SEE NOTE -F- ON SHEET 19). POLYCARBONAIE SOURCES FOR 4 emlr.�vp wont MXH YR'1RI1[y SL�N9R as w••M �WC uem® B eeseY �acec pwm 1PD1W11 nn Rru Yny mom' am W-1 rome wo srmFN my Ye:e v� vxR rimer smNv+. o wn As.Y m» P.a � .i uwY sa Iu>vr YYp.+us se7t1; aN1 Nw w.YVR v.a wmo w AID® ILtD .»Y e3Y V 11-9/ I) rt� SYpQ�R AW Y»V fl9 3 W i Yu Yur p pRiay Am RYn a -I p.v e-I wa mr. Asy Nv» Icy vm s >+ Ann tins MO. tdvu pwtm uTy xAnimae .m we. vNI v+e eeeo Y.. mrAE slam e6oK Yrul4un rslY ve ae1 Y.i eeu s+: 11 ' SV- : E t/ •'t m2017 TILITCO. Ne. �C A■Si■S■N■ American Shutter $YstoT9 Association. Inc, 4268 Westrootls Drive West Palm Beach, FL 33407 02017 EA9IERN VETAL SUPPLY, WC. BEHVRT d Accordion Shutter System . 9ILE ®1 W/ OR W/0 HV. NNW W! BODE 3�sAQ �.C-•••- (Np mP:'• CLr d e�-'eTe TIWT TESTING & ENGINEERING COMPANY elss N,. ay. s. tt.. 3af, vacw cwm.+rs, reply u11 Pna+=:(M)en-1sm. Fm:(wspvl-rvsl rmaeeewm.eem W4:1tl1 A MlT a. P.G 77.7 vFsovonox Dart oyYw ee LG I OLD 15-M 2 7l/1 OLTr: 07/27/17 •, { ....•• 0 1e ..• P.E. SEAL/SIGNATURE/DATE 3 s . DRAWING No t 7— D7 . 5 SHEET 4 OF 20 v i (B'0a 9'4 M kl•0a I�;�t✓lti�n�erRr•trn�ta�tatrra• n © O I I I I.I _„ III T I) T T T III O v 4 I' I- I�Y�Y��:ta��y� f'L'�e✓•ti'�e✓•tit✓•ti'a —I U' 0' ©. �6 a � • B431oG. �a�Y TYPICAL ft) HV BLADE SHUTTER ELEVATION N.T.S. -te OF CORNER CENTERMATE 1• t4AnUAtoxr meOmON .1- ONE HV LOCK Z4 or 'j SHALL BE USED AT 1/2 OF SHUTTER SPANFOR ANY SPAN OR 12' AHOVE OR RFjOW Ui SHUIIER SPAY FOR SPµS UP TO %05', µD FOR MST TIONS T ANY LLEVATItlN. M/ LOCK !�i or MAY BE USED AS µ WIDE OR OUTSIDE LOCK, ATTACHED M OR OENTERMATES W/(2) 1/4'0-zU x 1/2' LONG FAT HFAD S.S. M.S. LOCATION OF LOOK SHALL BE AS INDI HITTER ELEVATION, 2. OPJIONAL CONDITION AT! IF DES OR FOR SECURITY PURPOSES, UP TO TWO NV LOCKS Qy , Q3 OR Qi MAY BE USED ASµ INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTER i -L OR 0 SHALL BE A5 IHDMA Q. SHUTTER ELEVATION. MAY ALSO BE USED AT STACKING POSITION (NON HURRIGWE POSITION). 4. ONE NV LOCK R � S BE USED AT CORNER M ES-Frj�AJry Spµ µU INSTAllAHUN AT UTSIDE OR ING DO LOLN, ATTACKED TO O3 CORNER CENIERAUTE W/(2) 1/4 a-20 x 1/2- LONG MT HEAD Is. NS. TWO LOCKING RODS AT TOP & BO ON SHAL BE USED. LOCATION OF LOCK SHALL BE AS MDIChTED ON TYPIGL SHUIIEt ELEVATION. MApMUM SHUTTER SPAN SHALL BE OETERMO) AS PER SCHEDULES SHanv ON sxrii I7 Ur 1/40-ZvJ/4 S5. TMUMBSCRE1V TO (ip OR 0 C09DWATES SHALL BE MARE W/ 1/4'0-20x3/4'. ALUM.-✓.• RNNUT AS SHOWN ON SECTION AYE, SHEET & ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANpATaFN CONDmnN Ii iYMNEY.•TIXT IXnmua Mer TM ONE HV LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOM OR BELOW 1/2 OF SHUTTER SPAN FOR SPµS UP TO Bi µ0 FOR INSTALATI0115. AT ANY ELEVATION, HV LOCK @ Or @ a ® MAY BE USED AS AN INSIDE OR OUTSDE LOOK. ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHAH BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS '�S W/ OR ® TOP AND BOTTOM is COMPLETELY ,,0ATORY. *NOTES ON HV "T" LOCKS AND CENTERMAT S- WINGNUF OR W/ 1/4'O-20xP 5.SMS. Rp0 A 1/1'ox 6/B' RIVNUTW/ 718 . LOCH IM-n' IN6TUAlLE I AT WDSPANx OR 12' NAIDMUM 180VE AND BELOW MIDSPµ. USE OF TWO LOClai RODS 6_S TOP AND BOTOM R MAIOATOV.. •NOTES ON HD LOCKS & CAE 1 RMAT 1. ND am x r/.un ,•.....�u....... nT 9 `3,I /W nuE ALTERNATE HO LOCK MAYBE USED IN UEU OF Ill' LOCK- of aR W� I- ANY SPAN AND INSTAUADONS AT ANY ELEVATKIN. ALTERNATE HO LOGO 48 MAY BE USED AS AN WIDE OR OU %I=. ATTAGIMENT OF HD LOG( Ei� 10 @ 6 W/ 3 IS x 3/e' F. Si AND INCLUDES REWFORCEMER INSERT QS A5 91pvM ON SECTIONS We-IN�010 MOC-NVC, SKEET 10. LOCK MAY BE INSTALLED At UIOSPAH OR 12' MANMRI Eoi OR ABO.E Mp$PAN. USE OF LOCKWG RODS ES 15 COMPLEELY OPTIONAL 0•''vxC. ,: •••'""••.,•.• 3 .20171,111 W. SEC p A�S�S�A� 02017 EASTERN UEFA. SUPPLY, DIG BERTHA HVw Accordion Shutter System •o i •k ; 9 :•. I, .• 10 TILLN TESTING & ENGINEERING COMPANY . K.. Ia„ M TI.. laa MA r.Frs70.. 111e PMrt : (»s)ea-15.ID . re.: (am)e71-191 �- w aPiis MugA TIu.R 11, I'm not"uF.I.167 American Shutter stems Systems Association, Inc. 4268 Westroads Drive West Palm Reach, FL 33407 kV. E>tAiE �1 W/ EH W/0 KV. WINDOW BADE - ttscmnON wm� �, La I OLD 15-ass9127111wm m/n/n - ss/ CD��4TA -•.. ONAL EN pd P.E. SElajS1CR/A`f6RE/DATE 2 a DRAWING No 17-107 A s F SHEET S f1C on r CONCRETE /.`ICHOIS s— (SEE SCHEDULE 0.V SNEEi ,3) — 1 4 I ' I .25D' uex ' IT {L 0.• -CONCRETE ANCHORS (SEE SCHEDULE DU sH 13) Q18 EfOAx,avE luc II]WTW ®av arm T) I- uin. EO E vAGTmS SCREYrs USN'G If4'-10 M'Jis i.� 13 u,rISr :R�RC1. .250' Yam ICOR vel. sssmIDON TO GU55 I I RWa —(SEE sExEDUIE CN SHEET II) CL155—i HV WALL HEADER INsrALIATION + KEYSTONE - DOR uW. SEPMATbN TO FMCS (SEE ECKEOUS ON SHEET 11) EIOSNVG ' CUSS- J ' I f Oia11ONAL 1/4' Yvx 1' - r O HV WALL HEADER INSTALLATION uvL sEPMAIgN TO 0.AR �„�,,, (SEE SCMEWLL IX1 SNECf 111� W T � OPDOrYL / L D.• I - ..CIIIII�. I �• i w 13 18 t( nitlyn j1 ffi7 -i'E. D.' i i -_ I I r I }' - - ON141 �r e -/T• I m� ---_ 1p•P-IDx3p'S5. CO EO- (. Y'n. , \� ?'• , LVNYPETC ANLHOR$ (SEE SCHEDULE ON SHEET r Q I6 E EO PHONE EC�REME MNG 1- ,f I/. --DO NUf$ 0 ,2- G.G. %' ,�•' COxCRnE ANCHORS � i/FiLI$S 200 4- S.S. Sp K L(Ga SCHEDULE ON POURED CONCRETE CONCRETE BLCCK 13) �- IJA PWNED CONCRETE SHEEF 13) VI 1 4' / / ]O TMS O ,�- D.E. OR a REtE DLO:H e �N°PCD C HV WALL SILL INSTALLATION _,, = saElRxi my RED�mn VRED CMGRETE SHETT Iq OF HV WALL SILL INSTALLATION OR CONCRETE FLOCK tlpiE i'aR CCLPRi4i1Wi 00 CFfl1aYS: WI RENAED O HV WA SILLINSTALLATION !' I- SEE sNFET 4 FOR MIM SHVfTER • INSTALLATION DETAILS W / ._ ASEE318LY 2- YOWITWG SCCD0.VS CAN DE COV?m20 L 0.. 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T 1/z" ss.Ms. W/ 7/8"0 • 3/32" WINGNUT. ©0 HV "T^ LOCK (OUTSIDE) HVG* :1,1121 _ lialke ( 1HDBHVB OUT HDC=HVC SYMMETRIC AL_HD CENTERMATES SYMMETRICAL HD CCNTERMA7E5 Wf OCK (EXTERIOR) W� IS3t LOCK (INTERIOR) �aa xmvaaao-"x�.p.Wp uwroma •� w�uv. nwrm a.�zOaua,ce-.m e ace ra W mma.ec x•"nms .ro eua O ++ • :• ' �; �CENSF •,;✓9 : Dq 7 t CM17 XX0, M. L ,� TILUT TESTING & ENGINEERING COMPANY aus x.x, ssa. s,, P., s0s, .mx cwoms, rvFu nm vnem : (ws7an-wo rm : (sos)mr_pv *&l a T%W w. P.C. RCATA ° E 4"6' A.S.S.A. . American Shutter $ e)em9 Y Assoclatrc Inc. 4268 WestrooGs D"e Nest Polm Beaeh• FL 33407 02017 EASSEIW U,,,, SUPPtY, W,, RT TM Accordion Shutter System Hv. aeEE pt w/ OR w/o Hv. wtww BnCE O •'• f�('Q , fa ••. 0 P : `V ++ w. x orseam"a+ o.N oPrxx er: ce , ono is-G&5 7p7/t Wre o7/s7/17 P.E. SEAUSIGNATURE/DATE a DRAWING No 17-107 1 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE URED CONCRETE CONCRETE 8LOGK WALL aR CONCRETE % OR CONCRETE OR CONCRETE ' REQUIRED BLACK YIALL RECURRED '. fiLOCK WALL REOLFREO CLOCK wNL REQUIRED CDNaaE NlCHOR � I x MIN, EMSDNC GLASS EOSUNraG G / a 16 ac. r _ r — i — — l a • MIN. DO NG GLASSMJK.AORDN, ror(swlslma,, F j EO i EO TO FE.lS ( E SCHEDULE ON SHET s ' It FOR f MR 10 0A55 (4L �`• Mk SUR R11P.N SOETIUE ON SEEI 1/16"W UAK ON SNOU t9 'TER i 5XXULE oN SEEr 7 / ; �' TO BASS (g_ It Fat BLOC(D= (6063- T. 1 ON SIe£i 19 ffR (cm°i''TEsoE) asEES I)77p PLATE(LOOCCATTEE 1/a. OOP / \ Inra per® 1/�( lON¢TeP0E9® AT �MM OE MIM � i � � &� i & 1/a- UIN. OF A) I *USE I• OR a• MAX. I 110.1/a• S.M.S. /tort/TS.M.016'O.E _____{ (AS CLP)ANGL[8-ro o i6' D.C.G t ----- < '�- (6093-76 ALLmy AT MI Nflgrt 4 i r) /100/2• S.M.S. Top& v 7 - (a)1/x•E WCONS MMORS To lJ WN. AT t• OX. 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I' W. ♦ S[G M1Al1ARON5 Q 115E FOR ���C1U V S GENE IQ ON SHEET 19 �OP®OR�OR�OP� VIEW Y I OR LCOPOURED NCRETE MGM WALL wu I OR ®' ` °•°� ENDINSTALLATIONELATION aEouiREo �'®'® Q ®- ©0 ®«© OO ®« (1HV BLADE OR HV WINDOW BADE INTO ®'�'©'® CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL Oa •®-®•®« •�«Qlr; r C 0 DETAIL(j)O•®^®•®^�•� " a - FLORIDA BUILDING CODE Non High Velocity Hurricane Zoae' J' '. CFN Dx017 TLLTEc 02017 FA51ERW METAL SUPPLY. INC. BER HA HVTM A—k� �L�C p A�S�S�A� Accordion Shutter System Kv. Am #1 w/ (R w/O Kv. wNww mAm ^ 9''• •^SLAY TILUT TESTING & ENGINEERING COMPANY American Shunter Systems r, OL�a.«noN o.N _ Q 1� ata N.w .le:n sE :v. xis. xr"aa umva ncnRA ma Assoclallon, Inc. I OLD 15-ass 7 n i o+m 07 a7 17 O •a(pR10A :'.b4' 1` Pm;,.: (wE 71-MO . Fa.: / { / / =. ...... �� (3o3)8>i-lvl 42&) We 0=h.s Drive a 70NAL ERG 1 1CCCID 9 ORAYRNG No / nj11 ra-aoonla Ylest Pvlm Bevch, R 3}A07 a 17-10% -111 L...1, r' [N1LA A ilUr b. P.E + PG CF61 /CIGNAT IDC 7nnsr ftOaA I++1l7 It ,•„��� MAXIMUM SHUTTER SPAN 'L+" OR "L= (ft.). FOR INSTALLATIONS of/ CENTERMATES, ® & ® or or Y// ONE H.V. LOCK ® or ®or or HO LOCK i8 IV NO LOCKING ROOST or CENTE'RMAF5 28® 29 IN ONE 1 'r LOCK 30 W/TV/O LOOK NG RODS 35 80nOM tMEE Wxew w ) ��TrrOP& WNW ETC& WSTALAiIGYB xH1 MOUNTING ROOKG MOUNTING u m1 L-D6 1—.0-FT—Lift, 30 OR LES 35 40 13.-10' 45 13'-1' 13'-Y 13'-4' 1 14' 3- 5o 12'-5' 1 12'-S 12'-8' 1 13'-7' 55 W-10' I I1'-IO' 12'-1- 12'-1" 60 11'-4' 1 11'-4' 11'-7' 12'-4' 65 10-10' 1 10'-IO' 70 to'-6' 10'-6' 75 lw-1' I 10'-1' 10'-4' 1 it'-1' 80 9'-t ' 9'-6- 9'-6- 9'-9' 1 f0' S' 90 97-3" 9'-3' 9'-5' t0'-1' 9'-0' 8'-9' V-2- 9'-10- 100 8'-9 - - - 105 e'-7' 7'-11- W-9- 9'-4- it0 _ 8'-a' 7'-T e'-T 9'-2- 115 V-2" 7'-3' e'-4' 8'-11' 120 8'-0. W-I1- IF-P' W-9- 125 7-1V W-8' 8'-0- W-5' 730 V-S' fi'-5' 7'-10' B'-P 135 7'-7- 6'-2' T-9' 7'-9' 140 7 .-5' S'-It- Y-T 7'-6' 145 7'-r W-9- T-5' 7'-3- 150 7'-2' V-7, )'-4- 7'-p' 155 7'-0' S-5' 7'-2' 1 W-9- 160 6'-I1 5'-2' -1. W-7 165 W-10' W-t' 7'-W 6'-4' 170 6'-9' 4'-11- 6'-I1- 6'-2- 175 6'-7' 4'-9' 6-9' 6'-0- 180 6'-6' 4'-8' 6'-8' W-10- 185 6'-5' 4'-6' 6'-T 5'-8' ISO 8'-P 4'-5- 6'-6' S'-6' 195 6'-3' 4--3- 6'-5' S'-S 20b 6'-2' 4'-2' W-4- 5'-3' 205 6'-I' 4'-1- 6'-3- 5'-1- MAXIMUM SHUTTER SPAN* 'L+' OR 'L-' (ft.) FOR INSTAL.LATIONS V!/ ONE FIV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES 1. tt) wzuw :15P. API FRL9JPL Y N (PJ) w -1 WNCRETC U W0D0 NI I D.tLL uM+M: y R00R/<04NG YOImIWG N 1-(IO 30 16'-0' 1 I6'-0' 35 14'-10' 14'-10- 40 IS'-10' IIS'-10' 45 50 55 11'-t0' I 11'-10' 60 11 -4' 11'-4' 65 10'-fo' f0'-10' 70 10'-6' 10'-6' 75 W-i' 10'-t' go 9'-f 0' 85 90 9'-3 9'-3. 95 9'- - 8'-9' B'-4' 105 81-0' T-11' Ito 8'-4' 7'-7' 115)'-]- 120 125 7'-10' 1 W-W 130 T-8' 6'-5' 135 T'-T 6'-2' 140 7'-S' 145 7'-3- S-9' ISO V-2' S'-7- 155 7'-0' V-5' 160 W-11' 5'-2' 170 6'-9- 4'-If' 176 180 6'-6' 4'-B- 185 6'-5' 4'-6' too 6'-4' 4'-5- IDS W-3' 4'-3- 200 6'-2' 4'-2- 205 6'-1' I✓ Aamum SHUTTER SPAN*'L+' R -L-- (It.) INSTALLATIONS V & W/ ONE WLOCKS OR V]/ NO LOCKING 005 (VALID FOR MOU""NG" SHEET I— L NAbins, ICREIE 43Il OL9G4 W ALLATIONS u R0.W/GFYYp1trtLYG DQ OR L. w L-ml 3D W-0' 16'-P 35 15'-r 16'-IO' 40 W-2- IS'-2- 45 I.T-4' 14'-3' SO 12'-J' U'-t• 55 11'-V 60 10'- 70 e'-9' 9-4' 75 7 INS?AIANDN LEGEND CONCRETE & MANSORY WOOD WALL A. 8. C. D, E. M. N, 0, P. 0. MOUNTING F. K & L R. S, & V. FLOOR/CEILING MOUNTING G. H. I, I1. d T. U. w & x & M 0 MAODUI4 SHUINER SPAN -L+- OR -L-, L ' FOR INSTALLATIONS INTO WOOD SHALL BE MMRED TO 105 pv1, ASD. DESIGN PRESSURE RATING. t HY CORNER CENTIGRAM 13 MY BE USED AT ALL. MOUNTING WSIALIATIOM1S. LOCKING SPEOncAEEmS SHALL BE AS WONATED ON UANDATM CONDITION B2 NOTE 15. SHEET 5. tt EXCEPT THAT YA)MUNSNURER SPAN 'W OR 'L-' AND 11UCOUM AS.D. DMNG PRESSURE PATWG FOR 4NSTAuAttEN5 INTO CONCRETE OR CONCRETE RLOat SWAL. W UUTED AS FCIIDAS 1- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO ♦64.-72 0.9J. AND W-W SPAR, SEE MOUNTNG (DON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 )" 10 HV BLADE FLORIDA 81 02017 MEW. WC. iT-IEco A.S.S.A. TILUT TESTING & ENGINEERING COMPANY American Shutter Systems fire R.. ]fi'A :, M.. ,,,. wcM4 wropz RIR4N ... 4 Association, Inc. rno.: (So3)fin-153o . r,.: (SDSleno-u3l 4268 Yleslroadb Drrve ra-omens West Palm Beach, FL 33407 na.ODA tS. 1 Hlfi) (1) L+: MAXIMUM ALUW,'BLE SPXV FOR A GNEN P SITNE A.S.D. DESIGN PRESSURE "TING. L-: MAIL ALLOWABLE SPAT FOR A GNEN NEGATNE AS,M DESIGN PRESSURE RATING. (2) PROCEDURE TO OEIERNINE mucmum SPAN FOR MALL MOUNTINGS (TOP/ROUCM) OR FLOOR/CEILNG: EVEN A POSITNE ALSO. OMEN PRESSURE RATING, DEIERYINE UMIMINA SPAT 'W FROM SCHEDULE, ONEN A NEGATNE A G. DESIGN PRESSURE RATING, DETERMINE N%MMUY SPAN -L-' FROM SCHEDULE. FWAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MNIMUM DETERMINED SPAN BETWEEN 'L." AND it ' (3) PROCEDURE TD DETERMINE 6UXIYUM SPAN FOR COMBINATIONS IN 8M.TEN IYALL MOUNTINGS W/ ROOT/CDUNG MOUNTINGS: FOR A GWEN PGSITNE AS.D. OESICN PRESSURE RATING DETERMINE: Ll" W. SPAN FOR WALL MOUNTING INSTALIARONS. U+. MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A G NEWIIYE ASD, DESIGN PRESSURE RAENG DEIFRMINE: L.—MAX. SPAN FOR WALL MOUNTING 05TAWIIpNS. U-- M4C- SPAN FOR FLOOR/CEWNG MOUNTING INSTALLATIONS. nNA MAXIMUM ALLOWABLE SPAN IS £DUAL TO THE MINIMUM BETWEEN %W. YU+-, Y1= AND ti= (4) GO TO ANCHOR SCHEDULE WITH FpUy NAomUN ALLOWABLE SPAN AND NEGATm A.S.G. DESIGN PRESSURE RATING TO DETERMINE MAXRIUM ANCHOR MIC. Accordion Shutter System KV. RAI Q1 W/ OR W/O KV. WNDOW SA➢E UTI'RNG No 17-107 TFTgmlaerz POR — - •• P016® URI CONCRETE I. ANCHORS To $UBSTRI E s BE As FOLLOW$: (A) to METRIC TMEV" Pp11RED ODNCRETE (u;R re - 3 Nall - Ile' TAPCOH OR TMCON 1MTN AaYMCEO MREADFOPY RCW40104r MYNORS M WNU[ACnPEEO BY LTW BUIOFY (Y' Ib - 3 61) AUUMR _ 1/1'0 ] 3/{' AIL PoNT$ $ONO-$EI /JK'NORS. AS D5TT9UIE0 Br ALI• PoINIB $CREW. BOLT k SPECNL}y COMPANY. (Fpn. fe - J hl) PCDY OP 1/{'a 9WE iAP CONfAETE M'CNORS W/ CJP AS N,WUFACNp[0 aY RONOA FASTENER$ D'AEGT. WC, Np, ra - 1/4'P TMPER+ ANMCWC AS "AN"FCCrao DY POWERS FPCENCTS. NC, AND DaiRIBUIED BY ALL POINTS SCREW. BOLT & SPECLLLN YnM ApVMOEpNTS iECHNDLETTV.f.' OP ANY OTHEfl MPONED UCENSEO OR AVRfOPNED VElf00R REGISIEREp WIM THE µEPoCAY SHUnpi MTEM$ ASSOCNDOM. NC. rC - 3 kn14 SOLID-SET14 TM W/ W NDTE4PER+ &I) WMUUY EYOEDYDT aR0 ROCRED CONCRETE OF TAPCON CA TMOON WRN AryANCED TWRFACMNM RUND,,, ANCNCR9 AND TMI EN. XW µCHOR$ 5 1 3/4% µO FOR BWE TM W/ CAN MaNUC Y5 1 1/2• A2) MRINTIN MOMENT DF 1/4 P . J/4' AWL FbMI$ SoYb-!ET µENOR$ $HArI BE )/B' INTO M Cu,VC CONCRETE 3M EY&➢MFNT • a¢ IVIPW3 O VSC feA aDO STUCCO SVLE BE POIYRIM. 1/4'P-20 $a NWTaNE SUM u,M IMLLBE11/2'LONDYBiea,CNMVTUVIC RN I' WNWY FOR W PoDI NO $,Nco. IN CASE THAT PRECAST STONE, FROM CENCPETE PMELS. PAVERS OR MYANCHORS SNAE OE LOHC ENDMN TO RGCN THE YMN VENEER BE FOUND ON ME n85TNG WALL OR ROOq NOTES AI) h A2) (BONE. FOR lN4TANATIONS ON MM SIS,n, OR f n WONORWhhan,MET&C ,VSCOSULTTHISMONCEIRMRN14 NSTALGn N 640 BFS WRH NET& STUD$ SEE SHEET 20. SILL MOUNTING ©CEILING MOUNTING QN FLaDR MOUNTING E2 B PAD1C FN ®T MMINE PlpmfQ MRG D M19T MIMh � PAX; ]5 90 120 160 205 b b 60 )5. W 130 tC0 205 b W b )$ BD 1}0 I60 10! v B e 0 sA J• 1z to -e e e e e 1{ 1x 1p v b 13 10(FAb. I} fart$ 1] a P B 6 B 6 1♦ 12 10 p W B B e B a a 1• 12 t2 D B a 6 6 14 1] 10 B B B 0 5] B 6 B a • 14 1} 10 B 6 B 6 l..5 14 1] 10 B B 6 4 JB 9 B 0 6 4.S N 1] ID 9 0 B 6 SA 14 1} Ip B B B 6 {y 14 1] l0 p B ) 53 4 )mg. 14 13 10 B e! s ]S a Me 14 I} la 0 p 6 45 Ys . 13 t0 B B 83 6 3s Im�l?m]Ep®aOppVOmmmpO,ID,IDO •._'rrr•3iFB[f1ulG9uctr]E}l IL>1N•klti/ID®IDmm mmtL•70•"SFElOm (. 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UGVOwrs sUM. BOLT B, Vaea hr VEMPMr OR ANY anmF MPRO ILD LICENSED OR ANHORIM) VUNDDR RESSIT[REO BTIN THE MDECM "urTER $,,STEM$ ,,MCVAVVN, IRG. NOTE& B.1) MhOan CNEIMMENT 'WO CONCRETE BLOB OF VINTON. RWE TM W/ EM MCNda ANC TAPPER+ MRORS a 1 T/4' MO ANVU WIN AOYMCED THREAOFORM TECHNOLOGY ANCHORS a 1% 81) uNanea NBEMEWT a 1/4'0 1 3/4' ALL RUMS Saue-SET jiNUU$ gw1 BE GM,,, DI,MCM M INE CONCRETE BLONL NO EMSGMENR INTO STUCCO SHALL BE PERWImD. 1/4' P-" M M URIE SCREW MM SNAE BE 1 1/2' LONG MNWW MOARD ElVem EMBIl. Arm t' WMW MR WA VAIN No siucc0. 0.3) N USE INNT PRECAST WCNE. PRECAST CONCRETE PIVELS. PAVERS OR µY VENEER BE FOUND ON DEC EDERNG WNE OR EEaU, µCHOPS SNFLL BE TANG ENOUE)1 TO PFACN THE INN STRUCTURE BENNO SAD WALL FINISHES. µCNOPXS SHALL OE M NOICAlEO ON NOTES 0.1) & 0.2) P"RC MR IYSTA ONS DN V SIGNS OR OFS M(N,OR WRNMT METAL STUDS CONSULT THIS ENWNEM FOR 'WB DCN INTO EV$ WRN YM STUDS SEE SHEET 20. (CJ MENUS SHALL BE I'Sn"E" FMLOYMG ALL OF ME RECOMMNND.4TION5 ARC SPEC61GipN5 OF THE µ[MOPS YYNU{'ACNXER. EME DISTANCE VERSUS SPACING ScgEpuUC FOR AN FOPS V • •-•• M• .w. n. wP NMMM AYCROR a1+ACNGS ME V" FOR ME DSTUICES QmMED MON. MA E.D. LESS DNY MF INocuM. REEaE NNCNOR $W<R.S eF MR,"LYNO CAWING SHMN ON SCI2DOL( BY {RE FOLLON0.E FFC}ORS. REDUCED SPACR2 0[RAINm NJIe10 fACIOfl SINLL Npi BE USE TIUY Afl:I:MUII 6PKtlW NpGRD FOR F/LN MKNM TYPE. FAC OR EDGE TAPCON TM FVRW �No� PoWF SOLID SET BLUE TAP W/ CAP TAPPER + DICTANCE : YIN. M,A E0. N. SPAFLIG - ]' MN. SPACNG - 3' u0l SPACING - J 1/2• YN. SPACDIL' . J 3 3/4 4' PMRm armrtTE a iii NEED DTVNE D)1)ETC amr I6'NPED coxrAlnE a PoGREn mecREfE o- NCEE28mF �,DT� IIX CO•J I/f M•t [D•21/Y D Ra.3'Ar CQICREiE EftTOR �IOWE ]' 1.0 0.90 IA 0.7B IA "4 IA OBI 1.0 - - 0.4I 1.0 YIn - 13/4'- 112• r LUn1UN WILLING UUUL(TEon High Velocity Hurricane Zane tF11j1 P�Z II//'� 02017 DJMO. Me. CM17 EASTEFN PETAL SUPPLY. INC. �1CFIyy •. v9 c A BERT A HVTM ? 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WALL IAOUN➢NG5 IA, N, 0 & q DR NORTH Gv0.43 CEOR MONNi T FLOOR MOUNTINGS w&x SPRUCE PINE DR SO1JM Wi MIN. G=0,36 YIM. . 0 & RS CEILING MOUNT TM, M, N, 0 d: R F100R MOUNTINGS w&x 1/2• MIN. COX PLYWOOD WALL MOUNTINGSB.O. P&p FINENaV x W Inc. G-0.N/ W RR W/ 0• .50 WALL UWNYNIM s&v ;** S&vS&v INE FIRS 0 O.J6MIN. . 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VAldJU1! 9ldE •O : '� /•� ; . TILIIT TESTING & ENGINEERING COMPANY Amerlean Shutter systems 1.v,N wsrnmaN wT oRXmI e+: Le A i A OF ass5 NW, xu s,, sW. sa6 W4aw rvwo;•rs, AlOFOA aX,e Association, InC. , oto a-DA5 ry05)071-uw , m.: nGSlan-fvl 4268 Wastmads Drive /27/u wte m/aTJn >.t`�1s •.yDRIDP;: YvOss,Y �n�4u4eo. West Pafrn Deach, FL 33407 6 DRAY�A/NG Now/ _ 21r �6\ j11 .410, A 1611 J,. PE 4 1 / — 1 O / ED G CFWI r yLgLl /nATC F10R'w lic i .4162 . __ _ INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & o Nv• �— BLADES (AS AOPI IC MAX. SHUTTER, SPAN L+ OR L— FOR IN�reI I arin INTO WOOD W I V tI (+F n " ^"�E S w.w. NNmlSSU B IM D 05 O s.A.B.D.NS RATIN .SEE SHEET 19 FOR MAX 1 SPAN & DEcIGN LOAD FOR INSTALerinN WITH 01AUL T x A TA4b iAPca asORKIhG FCON WRH B IN UNISON ADIANCED t j( THRFApFORM TECHNOLOPO I 4 �6 (Mi ) IXISTING —• WOOD NEAM REON10.E0 j / ) �( 1 E 2• MW. V j W/ 1 1/2• Mln. PENETRnitON 11 OF Iv./2 EO AREA Tp SOFe.,uWZ'COZ. f 1/4"a-20x3fd" S.S. 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(SCE --{ (SEC SCH[pUtE ON SHEET IS) • SEE Vu fX' U3E YOR S+OiEOULE ON SMiT t5) V HV WALL SILL INSTALLATION AK v sd�7.,3s �HV FLOOR INSTALLATION Q HV WAllr-OV R IAICTAI I ATIRt. ••••••• ••••.. iT '- FLORIDA BUILDING CODE Nan .Blgn Velocn Hurricane Zane 4�`P V C2P1T SIPECO, INC Er RL 20IF EKRTN MRµ SUPPLY, INC. * IL E C O IN,. c 6ERT TM A■S■S■A. Accordion Shutter System HY. BADE W/ rW TILUT TESTING k ENGINEERING COMPANY #i C R W/0 HV. DW BLADE ArnOrlCon ShuHef ST9tarns T 1+ EJ36 x.w. MPu M. GN. -OS tWCeu rNOMs. MmAA JJI6 Gmmox AssoclatlanA Inc. 1 OLD 15-065 OME OPAWN m. Ee 7/22/1 MTh M 1+ Pnane : (]o3)en-1i5O , ron 005)m1-1531 42G8 Westm ods Dllve 2 07/27/17 �te61t91wm -., ArAL 45, West Palm Beech. FL. 33407 3 DRAWING No •• WµRA A TM1LT, P.E. A % 1 7 I D 01, CCLH /el ABM IPC /nnir Ma'HAA DP 1' 44,67 rmro Mus_ c•o•a-�•g•ca- GCs•L°•6-L�•6 END CONNECTION DETAILI7) E_ IINSTALLATION5 HV BLADE OR 9 WINDOW BLADE INTO 21'x4 MIN WOOD STUDS Ti•• M..om T R�p''a mRa 9ffi•I ON�9B .i`en�L`a°MsgR 112 or 1 4 4 _J &C 4)tl ! •rIf OR Qv an rnxcrm h +woo ��rr fl-. b�§•fl• �a�II-St•II- •it- OO.6-®•0-fl•6 ENO CONNECTION DETAILC _.• °t 1• rya W)rmo ° w awe�•mr�_r 01116�/T WA h(•�• Ryry .cs»jfaowTro R�iP�O�(j) 4a END CONNECTION DETAIL • umLwl° a<rr°) mts c•Mrw mtr •r-r ♦ SEE UM Ar S OF USE MR BLROE GN SHFEf Is ENO CONNECTION DETAIL �' ENO ONNEGTION DETAIL2 UETAIL % `rrrrur/r'I FLORIDA BUILDING LODE Non High Velocity Hurricane Zone 111 tl P .............. h. \CEIysF.. 02017 M=. ryG 02017 EASfEPN aux SUPPLY. P:G t .•' IL `�+ �+ A■�7■a7■A■ B RT A VTM Accordion Shutter System * y i 6� TILLIT TESTING & ENGINEERING COMPANY Amerlean Shutter Systems Hv. aeaE gI w/ OR w/o N.v. wtrnav MADE o[sepMlml ` •% O '• LWs ru. san s_ s..:m. xmma wmoa mm� »1n AssCOIOtIOn. Ina. .,, 1 OtD IS-GB5 can /=7/1 A M- d1L 07/27/17 S�ONAL DE])071-1", - l: t31e[e0vdcam 4268 Vf"Um009 0,1Ye west Palm Heceh, FL 77407 ) a oRAV11NC No wurzR A mu . Ps. 17-107 PF CfAI/g4iAlhT1 iar/nLTr iLORe' I4•161 _ o> o> 1 1�-1111111111=1111�=1- t_�lltl�t•'!7�'=fitlT• 9 9 9 9 bl Q 9) l YP iy� pP �H REWIRENENiSj BOTTOM 0 4@-,9-e'7j fX3NIW G,Ass} ELEVATION NN srNNBDN TO UAB i �fO;E ON Sou it Rq 1 T --------P-_,.`_-----`_` ---`� Am.IXi Ms SW RA FV(Ys0&(� �..9' P. SYMU CKID ,µASO W/o, i NOTEAeDYE PLAN ASM, OMM PRESSURE RVONC H111% - Iltl Dw.l. 2. SAN. SHURET, SPAN: Be' 3. ALLO'AED A 0. O & H ON SHEER 6. 7: AS Y/Cl1 A$ UOMPLBI µ x T. Ul�A N®ON SHEETS is & 17, wN ����ASyy5., AR Y C E91N A SYYNEIHIW.BOR OP➢O6N4�RI UTWA Pl CAY 0- RE ap. SO In BE 1IMUDED ONLY AT CONRGR AECESS &BE V 5. (A) W "BOR BLADE lQ SW ONLY &LOR A UMIY OF 5 OPENIN65 (Ye HOLES) FOR 8 PER BLADEµ SPAONOS SHOWN OH ENEET A. (B) 4W. CLONvulm M. TOP OR BOMB, EDGE DY Try MNOOR uAnE IQ OF AN/ ]'O HOLE FOR ® SHNL BE 12'. (C) MW OR l/ T R ABE COUR10 OUT TOM SNFTERS At ENDS NAY BE NV IWN'WY/ mA Lo (0) IN ini WOR BUOE RUM BE USED ALTERNATE TO A SOLID W BVDEQ TI#MMOOI SNNiTEHS woo, (E) C 61ACECII AT rj ,NFFS EHA{L µRAYS BE INSMUED MM AACETO A SOUB Try EIMOT WE OF MEP. (1) POLYCARB n EN RVIBOR Gi SAF L BE INSTALLED SO llflj TABS FKE ME PROTON OF ME OPENNO NB p,,,1£O, Try R,=, MUM BE ONLT I=kLED AND LOCHEO NRNO A W SmTNO FOOL p,,OLD BY ASSA INC. B. "r ANO1MR SPACING SWEOOLE FOR DISTALL FUM, IMO pYOO RNNE IIA NGS ON MEF I$- AS WRIER BY SPAR AND OURRIN LOAD (SEE NOTES & 2 ABWE, 7: SE NX M BPACNG SCHEIRAK FOR D15TALUMA45 INTO POURED 0MCREE OR CONCRETE BLOCK WALL ON SHEETS 12 & Is AB UUBEB BY VAN ANO BYRON UUD (SEE NOTES I & 2 ABOVE, e. MWFUUM SEPARABON TO BUSS SCHEBULL PER AsM E-1BR& "W ZONE VWUUH SEPARATWN TO BIAS, I MRU s 6.25 <wrv£vl I I � J =17 XPXC aK. - 020E EASTERN METAL SUPPLY. INC BvM Accordion Shutter SystemAT 1LIEC A S S AHV..9ADE TUIT TESTING & ENGINEERING American Shutter Systems #1 W/ OR W/o HV. WNOON MADE x DESORPTION DArz GRAM! eY Le _O., . COMPANY AlA3 H.W.u,6.6L. IH...mS, LwanA (ARI:Jq V{G'®A Jxi Association, Inc. 1 olD ,s-aez v!+ wTE: O7/27/t7 PAa� : (3as)e7t-Ism . Fa. ; (303)an-A3314268 a-rnw: VINca0AR.6em YlesL 68 Westropds Drive Beach, FL 33407 y P .... .... g; ♦r 2 F. DRAMANG NO NAL '-. .. •/CI(�MATr M-DD,6>ID RALTLY A. 16LIi Ju RL s 7— t O A , P C SCl1 ID[ )tteTf RMLSA Lk. 1 44,62 / " 1 1//Ya 0.0]]• )w[x Idn. YARIES Min. AST4 M v. GMOC •0 —2• MP. G SAJ S AI I r 0 MOa m!s AI 16• D.c. g r 1 ]/•'. s 1/r. Da]s• rnW ua 43c 43a cavr. wv. srm rnAt! cNuix� I o 6' oc. a i, Ox Am-6v GPA9E w Atn. e-eo w i le. n i�CR s�catM ON wSN+C fW SN 6 LYIRgR !NY AS MPl1U0tE EwsnNc CLASS I MIN. SEPnMT:ON To CUSS (SEE SCNEDUUE) 1]/•.61/1. OA]S M:CI(uw.) E%ISIING nNI'. OONT. GM.Y. SRFt 1PMR CHNAVEI AS APP i Am 1%. watt w c-e6 0•L MVE) FlSi01E(1 TO SNW 1 w/ (2) /s.w. lO, s ON I Q3e 43D \w1EAiWt Y Fx1EldW1 rKLC. T O 6" 0 INTO METAL STUD WALLS GEN RA IMRATION,�ONDInnNc nC ncc LHV Blenc AQ ORDI0N SHUTTER SRNT METAL =0 WAI IIS I. MAX. AS.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WDH 21 ARRANGED A METRICAL LAYOUT. MUST ALWAYS 13 INCLUDEDAT3 (6•IOR OR MINIMUM) ACCESS SIDE OFE CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VAUD FOR CENTERMATE @APPLICATION WITH BLADE 1Q rr-12.000' Mova- rA� ^L 4 00. ® 1/4"9 NOMINAL ALUMINUM SLEEVE 6063-75 ALLOY SEPARATION TO .I dc5 crE,rrn N - c 12 3000' 1 uee WIND ZONE MINIMUM ASTM E-t996 A SEPARATION •x TO LEN0n1 ♦ I• I THRU 3 I• ® 1 /4"O-20X3" BOI T MUST PENETRATE 4 4" 1.3)S Mn. ASIY A-6S) EAADE •O •.•� 0 6- D.C. NA c-w Clv. 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