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HomeMy WebLinkAboutProduct Approval , a ;S 8C13 Hare Login User Reglstraboo Hot Topic SoWni Surcharge Stats&Factti R,h&aOons i F8C`-Taft I� BCIS SRe D 1•Links Search Bushes �r. Si (• Prorlua Approval P[OfeSI rI Public User } "rlatiuc[:moraral pRriu>?nxli^C o*.4•�ck,ali:�c_3 L4!3 ;e>A_ty;caSi;a?L, > ication Detail Fl;' FL389-RB AWplication Type Revision Ede Version 2014 j Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc'. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-B263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguezQ11easternmetal.com 1 Technical Representative ` Y Address/Phone/Emall ? ; 01 Quallty Assurance Representative OCT Address/Phone/Email PER`n S Lucie ounty, 1=L Category butters S6bcategoryAccordion s C¢mpliance Method Evaluation Report from a Florida Registera Architec or a Licensed Florida Professional Engineer 4. Evaluation Report-Hardcopy Received Fibrida Engineer or Architect Name who developed Waiter A..Tillit,Jr.P.E. Hie Evaluation Report , Florida License PE-44167 Quality Assurance Entity National Accreditation and Management IMIEute Quality Assurance Contract Expiration Date 12131/2017 Validabed By John W.Knezevich,PE i Validation Checidist-Hardcopy Received i i P Certificate of Independence ] RS COI HV NCCg.UQ ION QNGNH1{ii2 f + Referenced Standard and Year(of Standard) Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 t Equivalence of Product Standards Certified By Sections from the Code { t i I 1p Pr6duct Approval Method Method I Option D i Doite Submitted 04129/2015 Date Validated 04/29/2015 Dz6 Pending FBC Approval 05107/2015 Nte Approved 06/22/2015 Su'rnmary of Products FL tC model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking. lades ret lined by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm p on 086 Limits of Use installation Instructions Approved for use in HVH7_No FI_389 R8 H A.S.&A,INC. D-RWC-A 5-OF Approved for use outside HVHZ-Yes Verified By:American Test Lab 9f South F orida Inc. Impact Resistant,Yes I Created by Independent Third P .prty,Yes Pesign pressure:N/A Evaluatkm Reports Other:Large Missile Level 11)".Max span is 12'-7'for 35 psf FL389 RS AE A., 9.5.A.1tigC. Pt,R. DRY pbsitive ASD load and 13'-0'for 35 psf negative ASD load Created by Independent Third FWV:Yes the HV3 blade w/o window blade,5'-2'for 110 psf ASD load f6r HV3 blade w/o window blade and 8'-11"for 62 psf,9'w-6- 6r 55 psf HV3 blade w/window blade working in ttnlson.Max.span for HV3 blade w/o window blade for 11 installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 9.2 Berth,HV Accordion Shutter-Blade Extruded aluminum interiocking es.rej 3fined by tracks 't - 10nly_ly-(Non-HVHZ)-Orwg 15-085 (top and bottom)for storm probection Limits of Use I Installation Instructions Approved for use in HVHZ;No FL389 R8 it A,S.S.A.1NIC, '' t5-' LWIf Approved for uide HVHZ.Yes Verified By:American Test Labjof South I lorida Inc. npact Resists NSs Created by Independent Third Party:Yes: Design Pressu! N/A Evaluation Reports Other.Large HE21 ID".Max.Span is 16'-0'for 30 FL-189 R$ AE A,$,�,A.INQ__N�-RDEW G_25-0 p.s.f negative ASD load depending on centermates and Created by Independent Third Party;Yes locking rod configuration for the HVI blade,8'-0'for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for 475,-75 p.s.f.for metals stud mountings and 8'-0'for 110 f.for HV1 and HVIA working In unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking'blades re ained by tracks COMBO-(Non-HVHZ)-Drv4g 15-084 (top and bottom)fat storm pro Lbs is of use Instauatiorl Instructions 1 Approved pproved for use in HWZ;No F'_�SS RS J A.S.&A, INC. DRWG.15-01 Approved for use outside HVHZ-Yes Verified By:American Test LaWof South I Wda Inc- .impact Resistant:Yes Created by Independent Third tarty:Yes Design Pressure:N/A Evaluation Reports Oth :Large missile.Max.16'-0'span at 30 p.s.f ASD load FL3AE A.S.S,A.INC ti;r-.R. DRV G.j5_,j8A.pd for Blade 1 and 18'-0'for Blade 2.See schedules on sheet Created by Independent Third ':Yes 12,25 and 28 respectively Bac He--A Contact Us 2601 Blair Slone Road,Tarnrassee FL 32-499 Phone:850-48?-1624 The State of Florida is an AA/EE-0 employer.Cogyriubw 2007-2013 State of R.Hda.:.priyacv Swe-en" t: Refund Statement Under Florida law,email addresses are pubk records.If you do not want you,e-mail address released in response W a lo,, arils reqdo not Send electronic gtaa toe vaditionai mii.if you to"any questions,please contact o5o*7,o9s.-Pt rs"t to Section 455.M Statutes, 'we one.The nsed under Crtapter 455,F.S.must provide the Department wito an email ad,less r they K upply personal add Ieaapg Provided he licensee.However email addresses are public record.if you 00 no wish to s apt a can be made available to the public.To determine it you am a 4epsee under Clu w45S.F—please Product Approval Accaptl, Sao j GENERAL NIEti: I.AE7Tif4A ISLE,/A)WRIGION SHUTTER SYSTEM MKTkt4 tlN 71116 PRUWICT fiYAIJ1A5ION OOCUMpIT (5D 1LA8 REIN Y6RIFlFD FON COMpLNNCE N ACCORDANCE WITH THE 2014(0tA EDITION)OF THE FLOROM BUR[IING GOOF.1HMJ Atxo4LOWN fiIUTNF71 SISTEMI SERINE HOT BE 2a5f�11EA AT F60N1 LIUNRICNR E018 L ^ Osi0J1 WIND LOADS SHALL at I,V ONJED AS PER SECTOR 1620 OF THE AlI ME MTNQONIBD COOS,FOR A DAX W,•NO SPEED RZORIIRFD W'fIW JUT45'OIO110H WHERE MUTTER W(L TABLE 1,,1r f CONTENTS EE DWAUM WITH A LARECTIONALM FACTOR Kd-O,AS.USM ASCE 7-10 AND RVU NOT OCCEED DW MAM RL(ASD)OEM PResmm RATNOS[MCA= ON MM il THRU 12;la&20. N ORDER 10 VERIFY THE ABOVE CONDITION.ULTIMATE OEM WIND LOADS OCTpOCWKD BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX(A4.0)D(SICH PItE'+7iUK RATINGS INDICATED ON S)UEIS 11 THRU 1% IN m 20. .- GEC6JiA1.HONES AlBT 1 M ORDER TD VERIFY THAT COMPOHRITS AND ANCHORS ON THIS P.R.O.AS T 'NOT W MMM.ED.A 33 9 tNLWEASf M ALLOY.WBLE STRESS FOR WINO LCADS WAS NM USED TN TtVR SYSTEM COMPONENTS 1-20 SHEFT 2 ANALYSIS.HORWA A WHO DURATION FACTOR CV-l.eO WAS USED FOR VF,WFNQATWFI OF FASTENERS N WOOD. SYSIFJI COMPONENtS 21•-57 SMIT3 .:,-,...,...._ -.: r•.,:Y:••• nA6CORD10tis:&N111:AF�SYi7iLf$<IAEGIWDX,.TOP V Q:AMS-JAfl •:K •4M?i b:lLA4;.;WD,t:1*ETI.TIE}6PtfD:N.lICCOAf�S<'iC£..WFIN. i, ,O11,J9Af1,1.2 ;.fpE Ad9'(• [1 ..:SR ,!45.. 3 . r.,. {yOAI>:8hH7FFf3t-f8F0 YS6�-#:4„-•r.�:-.:.,--„-..:_..,6HFhT ATL5 TO, TYMAI.WINODW W=AT WINDOW WAL -MY SIAOC(D /0214.Ot-0.t 10713,01-03,171704.01-M x1214.01-0&/0317.02••06,JOW9.01-10 AND x021O.o1-11 AS PER TAS-201,TAS-702 AND YA4-203 PROTOCOLS AND A4T4 P.-1666 ,•MBIA''(b� MA1�tt1OW MADE (�8 AND E-1006 STANOMDS(MISME I.E M D.MID ZONES 1.2 A.J)At/1220.01-10 A4 PER TAS 201,203 A 207 PROTOCOLS LARGE M=LE MW A13O1. .u1tF1 -IN WWOW OLAOD t($x060,01-06 AS PER ASTM E-1666 AND E-1006(MISSILE LEVEL D.WIND ZONES 1,2 J)BASK PRDIECMN ONLY AND x 0725&1-AB AS PER TAS 202 PROI QtC TIMCAL SHUTTER EL VATION✓f NOW ON LOCKS W*=D N5gllATIOH DETAILS A-P,CCNCHETE/Ei.QCK SFIE'!~7 6 2. W DUIDE(p AKJ IW WINDOW BLADE 0 ARE ENI'NFIEERED TO WORK IN UWEOI WITH ISACH OTHER UNDER THE OQHERAL UWTATIOM MIO CONDTIOM OF USE IND ATEA ON SIM 16 INS•TA11A71ON DETAILS.Q-M,CONCKWBLOCK SHEET 7 S.STRATA 11.1.�y�pROON PMS(WN ITEMS).MO Al'SIAM KINU(2(LE AND FOR QWCT MOUNT COW4FCilON 7o TW{KS SNWL BE 1482./6"ANb/14x1,76"RC P'EMNEI.Y,4AO-HT MINWUM SERIES CMPMA1Ti' DETAILS W SHEBT 6 STABIESS SRYl SCIKM5 WITH TSS lul YIF1D mmak M AND too kN 70mv svdw TH.PINS sm.L of CQSTED 07TFI 8E7iT}IA F{V,DACR0.5}IILLD C(AA71M0:v'Y51pN AS MAKUFACTI)RED ETf APPROM CF]YTERMATE ALTERNATNO WAILS W $HmT 2 COATING MFKJCATOR9.REGMUED WTIH AMERTOAt4 1HILITER SYSTEMS ASS00ATTON.f9NTI MUST BEM THE W N&WW ON THEIR HEM 4.ALJ.AUMNUM FkTRU97O16 SHALL Of,ALUMNUM ASSOCIATION ALLOY AM TEMPER AS DNOICATED ON SHEETS 2.AND J.MINMUM YIELD GN ONGTH FOR 6083-78 ALLOY IS 30.0 ktI AND 39.7 kW l4DC FOR W CONNECiIOtf OCTAII',3 1-6.CONCRETE/QI.00K SHEET 1D 6005-I5 ALLOY. WWM IMM TABLES SWRET 11 lNC710R St,YhDUT.E^• COfI(xiiEfE At UI.00K SNEP,T 12 S.ALL$Cnft'70 BE SIAM"SO STM 3GN OR 316 NST SIRIES OR'CORAOSION RESISTANT COATED CARSON ERN.AS PEN ON 90010 WITH 00 kW MN,YIELD 6tRIENOTFI ANNA 90 W MOL TENSILE 9TRENDIH. ANCHOR SCHEDULE- CONCRETF dt ULOCK SKEET T3 AND RIALL COMPLY W/FLORIDA BIRIDIHO CODE'SECTION 2411.1&4_ ANCHOR SCNEWIE-CONCRETE 8 BLOCK SNE(7 14 S.BOLTS TO BE ASTM A-807 GALVANIZED sTEES OR ALSI 504 OR 316 SE•RM STAINLESS STEM WITH 36{ol MR.MIX7M YIELD 9TRENDSL ANCHOR SCIJEOULE-WOOD SHE" 13 7, SEE 771E FOLLOMNO Sf*rIS POR ANCHOR SPEOnCAVOlM W BLADE©:170:3.14,18 IPO 20 IASTALIATR)N DETAIS M--R,WOOD SHEET 16 W,LADE(T)&0 WOfIKM)IN UNISON: 12, 13 6 15 INSTALIA1100 DETAILS S-X,WOOD SHEEP 17 6.TMS BUTINA NV,ACCORD"SIMTIM=TLIJ SPARS A U.S.PATENT 16'779,607..COMPONENTS Or USS APPROVAL.ARE COVERT.IN WHOLE OR 01 PMT 6'r U.S.PATENT x9.458.170 IMUM TO EASTERN EM CONNECTION DETAILS 7-12 k K,VOOD 6HEeT IB METAL'"PPLY.M. AREA 1 SIN= 9.IT SHALL UE THE RESPORUBILM OF THE CONTRACTOR TO VEFWY THE SOUNOWSS O'THE STRUCTURE*HM DEARER O TO DE ATTACHED TO 94FAMM PROPER ANCNOTUGEY COMTL=OR 10 SEAL/CAULY. ALL'.4WfER COMPONENT EOOES WHICHI REMAIN.THRLI FASTENRIO N CONTINUOUS CONTACT WITH THE JRA DING TO PREVENT WIND/RAIN INTAT)WON. TYPICAL.SNUFFER ELEVATION SHER7 19 M.SMH UNIT►NST REM PERIM= LABEL M A VSISLI PUCE PAM WAAHM NOM LK)M140 PER")$OF HURIWOWE WARt&4GS HONE OWNER,TENANT.OR 011IERS,MUST PROPERLY CL06E ALL W AND 14D CEWIETMAIES AND ENGAGE OR LOCK ALL HV AND RD LOCKS. AREA W WIRMADE" ONLY 11.SEWTIER MWUFACiUAER'Y!ABEL-4NALL.SE:LOCATED 10H A READILY VIABLE LOCATION Al ACOOFM*H %WTTER N ACCORDANCE WITH SECTION 1110.&3 OF FLORIDA VUILOND CODE.ONE LAMA,3W.L BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 21) PLACED FOR CYE7Yf OPENING.LAKLNO TO COMPLY WITH SEVIIION 1710.6.2 Of THE FLORWN(ULUNS CODE ........r._,.....�..��..d..-•.«......w..___ 12.MIKA H.Y.ALCOHbWN SHWtFR SGTSTEVS INSTALIAWN SHALL CCMPLY WWI SPECS INDICATED IN'THIS OINWINC PLUG ANY BIILLOGNO AND ZONING ROMAMOM PR% m By TNIE JURO501CION WHERE PGWNf TS APPLIED T0. 13.(a)THIS P,BQ,PREPARED BY THIS D41HEER 19 00410 I6 AND DOES NOT PROMM- WORMAMN FOR A SITE SPEOPIC PROS=;I.e.WIFS7E THE SITE CONDITIONS DEVIATE FROM DRE P.E.D. (0)WRWZTOR tO BE RESPONSIBLE FOR THE SELECTION.PLoRCHME AND INSTALIAUN WLMO UFE SA M OF THIS PRODUCT,BASED ON THIP P.E.O.PROMEA HE/SHE DOLS NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE WNM'f10NM 13Mn ON THIS DOCVMENI: CONSTRUCTION MARIE AT SITE IS THTC COHTWIC(OR'S FTEFiKMETBOJIY, (o)THS P.6.D,WILL DP:OONSIOCRED tWALJD IF A.MWb BY ANY MEMS OBTAIN PERMITS IN THE STATE OF FLORIDA d IRE SFWM PFKGJECIS TAA"M- PREPARED ET'A FU MOA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BF.COW TGE.ENGNM OF RECORD(E-OrOR THE PRNECI AHO WHO W1LL eg ABLE FOR THE PROPER USE Of ROf THE P.E.R. CINEER MY-;OW,ACTRID A5 A DESECATEU ENCRFP1.0.E8 R TO THE P1. 01NEkR PAWL SUBMIT M I.R.]RATTER THE SITE SPECIFIC ORAWINOS FOR REVIEW. (IT)OHIGOW.PIA SHALL MR THE DAW AND ORICINAL.SEAL AND SIGNATURE OF TMP:f41W'I:.STLFOHAL ENONEfR OF RECOPO THAT PREPARED fr, FLORIDA BIJONG COOS Nan Hin Yelooi HurriCOne 7.Dn6 ```\A�•� �� a201 FA4IF.TRN Afkvu.9WJPPLK Inc. 410EJ1�,6 +e ir1J ....................................... __......._............._._.._..._................................_........._. �- C _..,. ..._._._....___. . _. __...._....._. ....__......_._....._. ..... t1cc4. wn...Shuttex.S�r-stem...._._......... 87 . : i ■ ILV,BRIO-Et W/OR W/q KY:WNWM MAM Amerlaan Shutter Syeftms p; p TFC TILUT TES11N0 k EKOINEEMNO COMPANY clatian. Inc. T OLD 11-192 N/13 IB ON70 a 13 a5 _ OF ens kw-ABP,.1t1.$1.130,vumla4 fl-mrkb'O%MVA 371 42m9 Woskrodrive s (,106)6)1••1630.For:G305)67T-1531 QRAYAEK' No e m It IDMAeo.L West Polm E3eoc:tl. 1'1.. 53407 1 5� � �85 NAL ENG,..Yr MNLIF7t A m(fr J.P.L* 4 fLPAROf7.i.:c.x A/t67 9 - $htE[T II.E. st: hyGl�ftfiuRe/narE: 4 V 'NoEgs H AND CENTERIj21 A c a ''E45 u M T u V�4'. .. t.yA�►»Fre{ ,�ON Hy t=Fjt� or SFW.4 EIP USM AT 1/2 OF SliJM SPAN FOR ANY SPAT! 12 AWOL OR 2 SHur1IIt or VMS UP To 105.ANO FOR ULiT 'RON9 ANY El AT10N.FN LAC7K� USED AS AN MGIDE.OR OUINDE LOCH ATTACHED TO AR OEIf1ERINgd /� TYPICAL SHlrt'1' A11DN. IF DESA a SAN 1NoR aPERFOAMNQioc(M.cFORwZwo orn�cna� M� .. . ,.,,'- `.' �,. tOCf4b"aW1kC.. .,INIMOATEO-atf:,iYPIBAk:,fkKICIFA,.t1h'YATICN.--..•,. a 3. LoCK1N0 ITAOS ARB NOT REQI! AT URtaCANC tN)SRWN,RUf MAY I� ...� .' .JoQ F�+) -�,�«�� '`�i: rF1 E srtvrrcR PeRFa wvx� LocHua Raps�`oR AN ALTertw►rne Dance NAY ALSD ISE USEtt AT STA1diMl0 POSRION(NON HUFR}R��IACCIA.NE PASWTIDN). AT0ICFED TD CORNER C6NfFRAtATE W 2)_1/�D x 1 2����S'SIYPUICN.�UI'rER ELLVJ�OHN�' �' AT TOP Nie W SWM.L7E ILSkTs.1 !1 Qf LaCK 6 1 - � AIA%MAUr1 SNUTTFdI SPAN 81NU.OE:OEIF:RNINQO AS PER SCNE!)UIES'a10wN oN�IE><TT 1,2'. \/ eaRWPMIRA o QF Hv or jjjgR I L IN A NJNS Kr ANY t'"AWN.AL TE LOCK W1Y R6 USfQ AS AN DH OUi57DF:LOpC.A1TAf7}iM€N! I t OF 1//'11-2.00l'S.S.THUM811CREW Ta Q.1)QR Wff.AMATW PKL NE.NADE W/t/6'I-2Cx3/4-ALUM. 1 - $�% I C_C'� U.M"OCKS AT 1/3 HOM S0 SEC'F.R SOPA SHEET ILO I LOCK SINLL DE USED AT 1/2 OF SHiMM SPAN OR 1170 i C� r. I 6. ONE HI 14"0 or($or 44 SINLL BK Ll USED AT 1/2 OP SHUMR SPAN FOR ANY SPAN OR 12`PLOVE,OR BELOW 1 2 OF SMATTER$PAN POR SPANS UP y TO B8`,AND FOR INSTAUAOONS Al'ANY ELEVATION,W LOC•fS��or T or 9 MAY BE um AS AN INS@B OR + OUTSIDE I=,ATTACHED W C ar g,'4:+YMMCTttiCAL CENIERMAIB3 w/(2)1/4=2a x i/r Lown nAT II@AD s.s. a ENO ....! Mil-6¢OCATION OF LACK SIULL W AS INDICA7R0 ON YWICU. SINUnI N ELEVATION. USE OF LOCKING RODS Q-)W/0.0 CQNd�F:CD1 , QR Ctp TOP AND FWTOM IS COMPLETELY MANDATORY. D€TAM.S ON o F N N K t M o A a V a -.._, .», _...,.......�..�.d,...- ........,..... SF1€T:TS t0 Nc I IHsEI M'FLET. f tl Lw *NOTES ON ,FAY "T" LMS AND CENTS tFtp ,RTES: I ._.. w 1OF CORNfJ2 .....,..,.,..,._..._.__-.....�.__...yx,,)Yat1 •MpryA. ... . ....._.................._._..�..._..._.....,..,.. U TOE 1 AlL CF:NTF1iMATE TERNAT �, I. F.IiV ACK l/AY �M 'D MI EU OF HY WCKS OR PL1R ANr SPAM D �y ALIAi7O AT ANY ELEVAOON. L AL TE OOK BE USED Y W AS AN INSIO. OU WK ATTAGNMdNr II T OF LOCK Q INPLUDE^S USINO UNFORC(Na .AS SHOWN ON 5Ea7W FND,SHEET 2.WMH MUST SE al.SY°a ].� aCi '�oy •.-•-...... COt91ECli'ti TO CEWTERMATES . AND q-fY;w/ 1%A'i-D s T T/2•LOW 5.:,THREADED BMT W/71WO x 3/3'L' �� WN(M' OR W I/a`/'20x7'$.$.It$ NfQ A I V $�9`RAMUT•�,�,QCK NAY OC INSIiVJ.ED AT LIIDSPAti OR t2' t6�✓+, (7}� �at\:/•.(7�+L '�' MARAWJM At ANO 6FLAW Wpm.USE Of TWO I.tN:KINO RODS Q�TOP AND BDTOM IS MANDATORi. " 81a1 ''1 °`h ''l.�J�l' °`'• *NO DOCKS A. e��s 1.�� LAMNLEI3t1 DM WY ONE ALTERNATE NO LOCK(1)MA�OW LIM IN LW U OF i YPICAL (1) WV I�LADE WU r1 E EVATION W LOf.K. (A M ANY SPAN Aa RNSFw.MM AT ANY MINATtiSON.WUWATE HD MR T OF USED N.T.S. RRe AS ANfRCFJ&' FNr)N9ERT M SSNpi Z>g$W101413AMW OF fl AND iiDO•RM W�F;�T 0.UXK MAY BL AND All MMSPM OR 12'MWWA Molt!OR mm FACWWAN.USE CM LOCKING RODS "COUPLEIEtY QPf D"_ FLOW Dn High eloclt urrirano ne ,' 2015 60,111M METAL SWKY.INC. FIN Arye-- Accordion ShatterSystem :•.-._�...... .......... I�tA �C C1 TrT+��........ � ■ ■. ta.... .. ..�v:_el�oE-�r•w�-t�.w�x�+-'wRT1ow' .__.-..._......_.._... x,x — TICCIT ttt$TINO dl EMo1NE£RiNa COMPANY AmedcAn ShuflsT $Memo STATE OF :' . . Abso^atto - iiss, . - � rha.e:t1o�6T1••T6b.Fax�(aosleTl-us, 42.68 Wecstroads 06ve s 01ZAWINa No rr •. •row txLeGxOaol4om West Palm (3Nmch. F7. 33407 s 15-085 6'nrt�/ClYfil ��qa`d� wNseR A TtllltJr.P.F. 4 Fr,F,'. �FJur ( �kE�OATE noNaA Lk A�ate� 6 SHEET PMEI OUNOWC OR CONCHLIM KOCK POURED REOWO P(w CONCFM t LONCRITE AKHOM W 1�4'-20 C + SNMLJC ON RF r" CONCRETE Nomm (a uOmm G)CH slay.13 13) 12 ON 13) SO. .,Vw. vox. 0 .250'Max. Opmw Ow M _q MN,wUva ONol Itr, OuStING NOT.tVMA'nOU TO 4 ......... (.%*E V. 1axim ON SKEI 11)", ........ EXISIM QLASS.--1 @ HV_ WALL HAD ,g INUAUAMQN rAONL___....._-_--_- Hy WALL HKA HV WALL HEWER INVAUMN-+ I(EyaQNE Ulm.appaAnom To CUSS 17MING. ;­""­­'­_""'_­^T ` CJr=Nq %WD(KE ON SHM 11) (41ASS---i WL 010R f4* ft.$10PARATION 10 QA53 sa SGIEAULE ON vtv 11) 4DArtEywarm CLAM z M....._,Fi , E.0.4 1N _ �" { TR ff u'P �4 UACRINE SCREWS USINO 0 FTF ANOMS (b T SEE SMEMY ON tv/1/4--M Nuts a u.-D.C. ..... fvfRED CVCWT. "I MT 1*3) • j/4-20 Mrs a I r ot- 13) (A C*wwfrE 0-= REQk*4u WALL amm (SEE SCHEDULE ON \rF HV WAU LL JUST&=" J)HY WALL SILLASIAUAIIN • PwKO %w 14) OR CONCRETE Mb" WALL AW1190 (E) NY WA UATION INSTALLATION DETAI W-11 1-SEE 1SHEB 4 17011 rfWAL SHMTCA A E, 1).- ED".owmm SEE 1� ATOMS OF VM FOR 2-41"IFING MLMNS CAN BE C44AG04UD (SEE 5fWNPILKOONS -.1, (1) HY , MD1 "Scufty ON sf-frel, 13) sHEer ig IN ANY WAY TO Sklfr ANY IN11TAIANION, L.-au ON FLORMA BURM WKNan High Velocity HurTicone Zone, as w%EkSIERN mrTU.IVJPPLY,sic. VTu % Shutter Systein ........................................................... ............................................. Accordion A. -S-w&Avf'­"*'_ _Kv._*a""#Tw0Kw' "KV." T TESTMO L"NEERINGi COMPANY American Shutter Systems ffj4_Q_LD Q L_owf&. MIA_ -0. OF Asso"On i lnQ. _C3/15 rpm_-4 taps 01- ..l. wr. SIL FAK 3M,VMWA WOn 4265 Weakroal Drive DRAVANO No w,nnA *530,r..(3MLY71 fui 33407 .-AWL letuabvdo" viest palfrf Hwct�' Ft. 15-085 M-Owil?9 4 10NALE '0 WALTOt X flWT JI.P.T. ra~Lir.0 4410.1 I'VA&A"T"�IRE/DAIE or 20 P.E. ;F SEE END 10 "r" ON U"Qw;W)s w WCKS(b EbUT] WSUNO WAS INSIALLATIONS Wj (j) HY SVM.StAOX WrAIL ffW U VAID M*AU BLADE �jj IM QEbITERMATU CR em&t"A"Lux""M GL'A(o -LJ 21 t—EXISVING MoraAN 10 (9)'U@-(D-07 ,0- -01 ........................ ................. ............... AW�EWQ 114-f TAPOW f/2' ,= (1-/W1t 94 H 3 N' COMA A'EACH ON SKUT I I) L-777 zl- S-7 ....... HVA -Q-@-Q-W—!— MM010.1119 OR H. 0 410 1 , 6 7 -0- MIN, INKIMAJ, TO OLASS SE ro) :Nil @ (0+;r'%IEEr 11) ($Ft.SOREUO on SHEET 1fy _LN:] ------ dour) le O.C. 10 3 f6u* LIT �O 112:*VAX SIACK Gil HVE FM WM CW,(Ncn fth VelocitZ Hur6cons Zofle� 0 2.015 EWERN WAL SUPPLY,m, IN",It"14 T 7; BENI' .......................... Accordion Shutter ISu stem American Shutter Systems Association. Inc. 'TILLI'll 1EMIND &ENGINEERING COMPANY 0" Fm RTATF Of -'jCL 30%V-a.^WaWA QWMVM M=M ula Fox )871-1531 4268 Wastrouds Onvo 2 N west PrAn Beach, FL 33401 1 ORkW[N(, Tuff il.rz 4 15-085 F �0, ' § IE nnn"ik.,44161 5 SgLj- -4 OF Za ....r.......'-..._.. ..-WxfREO CONCRi.TE POUk£D LONCR¢T¢ 08 ,yyokm GO Y¢ .._._POVREO CONORE:7Y:OR /..... ......_ ................... bR CTttiCKFiF. 1r •�••'—•'� CONCREIt:,[CLOCK 1YAI7, / OR M WALL tE ��• BLOCK WALT.RMITIEU .... .•...... '.. BIG"WALL REWM �...._ �� REglIR6'O / BLOCK WALL R¢OTJIIYF.D ¢)ASttliD bl/lWR _ F EXISMiO CLASS _ CTINCItf•IE AW.WJR.- F31Y'1w MASS '/• ��•••-'.•• •••• ( �,,.. �2'M7N KC G 1 .,•.• O 1B'QC. , ..�.._. ...._..L) S r'',�`+ ....... .Y_.. {r.> y... .._ "`2•�N-.... TO QA>S{5'PF WI.1SkriN+AMH / •�" MN.R7gy tOt _,W,.„.,....... 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S � _"' �� WIC"Q�} kin I IDETAIL CONOW CONCRM etoCtc WALL Qf��/.•_p/y-� " `� • � �U OR B.Q ^ WINDOW BLADE-IM., CONCRETE BLOCK WALL, OR }jx COMMEMN Q L50C�1-1�W®•4 § •(i�w E.N►�991MOON DETAIL a FLORIDA 6UIIDIN J Non NI h YpioCity Nllrricorke Ione paT,�t'ti}�A.TI(����y, �soYB EAsr¢fui ricru suPVLr.1Nr.. ..................................._........................................ __.................................................................. ............... . m . .. ... ........A '" i� � Accordion utter Ste 4r �lfc /d �e*£ n►uT T¢srnAa a E►ao(Nee�t+aG co►aru+r Am ilcan $buffer Sydems y Ur. LL- STATE 0 MS ay.can a..;..jos. 444".aim a,� Aeeoctallon. In& t an tf..;e2 t3 I_bAtO to f t Pn<M r(w�)eTf-Is3b.c�.:(t0)IM-tbaT 4268 Wos(roodv Drive i RfaaWING No �i (SRI �t1 wmW.tnlawwr.nam Weal Palm Beach, Fl. 3310715-085 rn`rStpliAl EH�:raa� WACTPA Ira,P.E. t7 "` Fupb4 u.. 7aln� 6 SHEET N.t:.. l'1ICJ!�R1WA�I) E/DATE'. —' to or $.GliRDlaEE_lt SCHFQ= #2 fiam ►tg-a MAXIMUM SHUTTER SPAN "1.+'OR •L-' MAXIMUM SHUTTER SPAN* -L+' XIMUM SHUTTER SPAN*'L+' � - ` (ft.). ror4 INVIALATION5 W/ CR •L-" (i!_1 i0R R 'L ({!,) INSTAUATIONS -- , & Or of INSTAl1AT1ONS w/ bS'f �coNCRF„Tf Ae wow (,)Lie NAX�I/uu AI,LaWLC SPAN rIOR A WEN W/ONE H,V. LOCK Or®Ur or MANSQRY P0801%E A.9.0.08.SION PRF$SM PATINO. HO LOCK ®W/NO LOCKING RODS nr ONE L or e® W/Otik IiV LOOKS L-AUX,A.LCMAHS SPAN FOR, ( Eti t CaTNE �( NT' TTTff5 W ONE NV W 610 lf1[K f} RO��SSSS ON W/NO LOCKING WALL A 8.C. D, E, M,H. t1, P.0, AgO,pb910H PRkSSURERAIWC. 5 MOUN TING F, K do L R.S, dL V. L0. I AtJO FOR III RITR10 B iTOM 9•E NOTES t.tt SHM 71 FLOOR/CP,ILING C, H, 1, 11, J T, U, W k x �t/IARgA)OR fWQR/ChIUNO: COW=qc WOOD 1NSTN.IATIOM OONt'MM a 610 M — GNFNN A P SMVE A-S-0-D1SL6t4 PRESSURE 4.nn. AKO. A u VISTAULA1010 M'LV"MM SCHEOULLL NER wITVE A,SD.OESM PREb`RURE AAtIHC, ,.,.. . �' Ari+<••-........:.... ..-�, Ursa) 'Itol Io+•43 n.Ltolyct:O7fAt Y(AMiIf10 Or.�L7 .. ° 1'411bIUii"'S'PSW'"Lz�'PROAT"SC11E.dat:Eh'._.`... ..... t•on_S ,.___._.. ......_.............„_ (�a1-S ._....•....... ._, ............._... 1.•nA-) N,t/LON. UMULIM SNUTIER,PAN D.+'at'L•-•FOR L 4 l• L f L- INSTALLATIONS IM WOOD SFWL OC UM11EU TO f7WL UMMUM ALLOWABLE VAN 19 E.IUAL TO ME 30 Ufl L t8'.^0' ttS•.p• t6-0 . ..'8''•p• 30 16'"O 16•,0..,^ tDs .A.S.D.OE91Cfl PRESSURE RICfIN6. tUG1 OETOWINa)SPRI wrWE'xiN'I.+"ANO L-,. 35 14'-70' 14 10• 1J-2 10-0 35 14'-10' 14'-10' 13 f5'-2' IO'-/0' _....�.,___ ..__...�.._._.._. �J)f'ROCtDURE PO BCrt'RMeiE MNSIIAIIM SPM TAR _ 40 73'-t0• IS'-t0' 14'-S• 151-21 40 tt'-R)• IJ'-IU' 40 _I4'-x' 15'-2' dM01tUTgNS IN tdE1WEER WAU.MfAdJ'rN08 Id'_f• 13'-1• 1 -4 f1-3 — 45 ...._..i 3-:^t' iS'_1• .45 t3'-1'._. ,_..M'-J �' IN CORNER CENrEAMATE p MAY UE Uy&V AT All. W/01AOR/CFN.MO MOUNTING:: __....._...,....... .-... .....___. _...Y...._-......_-.-........... _ - Nl IN 11ALLAT LACKING WCWIC7AI 12•.^.S'• fY._y b ix'-3' t3'-1• 33 „'-IQ' 1f' 10' 12'-1' 12'-11z 55 11'-IV' 11'-10' O6 tt'•^1• I1'-It' sH4Ll 8E AS IHO1pVEU ON MA7R)AfWh GONORION 4R �R AH pEE1GN PRFS1 QB _,......._..._....,_..,._,...,.,. .. .._.._.._.._.. ...._ .__..«... NOTE/s,97147 a. RATM 80 1t'-_4• if'-4' t1-J' 12'••4' S0 11•-•4" IN-4' 64 fO-2' Ip'-t h• (ETENK: _...... _, ..............................•......_... 89 tG4t0' 10'...16' II•-1...• 11-11 85 10'••10• _._{ft'••-t0"-. 83 9-O"_ f0'-1• U4s MAX. SPAN FOR WALL MOUNTM A49TALLAMR4S. "/0 10'-47" f0'-8• 10-9' 11'-D' 70 70'....6" Iq'-!i" 70 8'-D" 0-4' L24-MAX.VAN FOA rwoR/cnUNG MW ONO ................ �____ ..._.__ .............._..._......_.........._._. .._..__......._ .-......._......................... 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W61'N1At10N. ..A'.-7'. 7{.:71- 0•-0 0'-4' _.......I. ._....-.......fi.' 7,..._. 7'-11' ....__ t.n....._ ,8'7.,.4' 7-T 8,7 0'�r7 110._. .,._N."!._........?..,.1',.._ wNW MAhAN1M ALL�AFYE SPAN IS FQ AND TO THE 1 __...._.. ..__._..._ _.-_..,... .._._ . ........._..--- _._....._.. SEPARATION TO CLASS SCHF,UL w uM DETw+P74 ,4;�T� L, • � 120 pi-o- 6"^1t' 6'"'2' W 9` 1:25 6-01 8-Ir ALLf.010 SPAN D NEGAI Wit rS FINAL. LtA%WUN 123 )'-1U' e,-A: A1LOfIN%t:SPAN ANO NE -AS _Td ._.._.._.�•_._._ __.._............�...._. .._-_....». .__-__.._.._...---�. MINIMUM SREss�FGTR4C To LmLTntu+c MatcLMSN ANCHOR +sn. .. ..,['-y'.__._._d 5'.... WIND ZONE 1s5 r-7' 6- r-s r•-6• 13s 7'-r o'_2 SEPARATION ....�-..... _'_Y;;_......9�-11' J•..y J..6• 140 ..........Y:'5�... ...5•-11'. TM E-199 T4 GLASS T 45 7'-3• 5''0' %-6. ..7'-3' 149 .. .............5 t90 r-2" �'-i=" r•-4 r-D' f5G 7'-2" Ise r-G• 5-D' r'=i' c-9 tss r•u• a'-a' 1 THRU 3 1 _....__. ..._..... ..... ...�....�_.._.__.......... _ _............ .._._._ _........ 8`--1t' S'•••7.' 7-1 6'-+T..•, 180 y�_.-.......... _-. ._.. ... _ ._..._._�-•-. %_. 6c_a' 15$ 6'....10' LTO 6•-TI' 4'-u' 6'-It' t•.-2' 170 D'--O' ..�•"'?t'_._ f%$ 6'-7' {'-9• G'-0' 8'-0' 175 6'••7' 4'-9' -' _...___ ._____.._._..__._...__....._ ___.._.. _...... H V B LA D E (80 4'�6' 4'-6' 6'"6' .5."'�p� f80 0'•5, 4.8 1856•-D' 4•_q• 6-%• 5'-0 ts3 t''-3" .. .4' B».... ............_..,i. _, IV-V" - .......-_... .._ .................__.. Tao 4'-5 8•-•6" 5-e' I00 G`-s• _. . _._. ._.........._.........,.._ _. .. _......__ _ _..._.. lO5 _ 6-3• 198 - 200 V_ 7....._. ._4-7._ zos .. a-i• L' s r zo5 6'_t- 4'-•,• FlO(�14�IIIDING IOD£ Non Ni tt Yntoci Nurrlcpn6 Zone 4;-f' 6 0 2015 087MN MCTAL.SU!'Pty.INC. 11 s ...... 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