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HomeMy WebLinkAboutProduct Approval RECEID JUN 0 6 s IIS Gr g z ppp 't✓�,x „ Bas Home ?Log in S User Registration Not Topics _ Submit Surcharge Stats&Pars Publications PBC Staff ! eC[5 Site Flap links Search Professi6f 1 ^ Product Approval E J LJ USER;Public User � '# (;:r_1.Ir=1A1'>=n x,., ensl?2.:34�a.��:.,['l�'is/jratzo"_?-'.'..!='.•r.rlieatt?i.ist>Application Detail 1 3_g FL# L389-RB Application Type 1 Code Version 2014 Application Status 1 Comments p• Archived i t Product Manufacturer American Shutter Systems Association,inc. Address/Phone/Email 4268 Westroads Drive), West Palm Beath,FL 33407 (561)209-8263 P bfeeley@easternmetaifcom C Authorized Signature Bill Feeley lrodriguez@easternmetai.com Technical Representative Address/PhonalEmall 1 P Quality Assurance Representative r Address/Phone/Email is Category LAccordionD hutters Subcategory t i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Repor -Hardcopy Received i i Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr.P.E. the Evaluation Report k Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ._-.Validation Checklist-Hardcopy Received Certificate of Independence �t z6y.i<G__tp�i t,sJ_Af;CQ"?fJIti�J_t_k..NUiili�lz.f,"' Referenced Standard and Year(or Standard) $tandard UAL ASTM E-1886 i 2005 ASTM E-1996 2005 ASTM E-330 t 2002 i TAS 201,202,203 1994 I f Equivalence of Product Standards Certified By t i Sections from the Code c k t I t S r i t Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/2212015 Summa ry of Products FL# Model,Number or Name Descrlptlono 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg IS- (top and bottom)for storm protection 086 Limits Of use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ.Yes Verified By:!American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7'for 35 psf positive ASD load and I3'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2."for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See I or other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No am') Approved for use HVHZ-.Yes Verified By:American Test Lab of South Florida Inc. s Impact Re e__ Created byiIndependent Third Party:Yes Design Press. NWIA; Evaluationi Reports Other:Large I el"D".Max.Span is 16'-0"for 30 e, 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 +75,-75 p.s.f.for metals stud mountings and W.-O"for 110 p.s.f.for HVI 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 retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (Lor,and bottom)for storm protection Limits of Use Installation instructions Approved for use In HVHZ:No Approved for use outside HVHZ,Yes Verified By; American Test Lab of South Florida Inc. Impact Resistant-Yes Created byIndependent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.-Large missile.Max.16`-0"span at 30 p.s.f ASD load for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively CqmaCt.QS z 1940 ftL111 M211IM2.51r-eCt, FL 32399 phone 850^t$+_ta2-5 The State of Florida is an AA/EEO employer.giiiwrght 2007-20,'&3 State of jigediI,z:privacy SIA'SmS Ptef..d Statvmnm Und r Florida tate,email addresses are public records.If you Go 101'vant you,e-mall address releI ased in response to a puts;.c-records request,d � not send electronic •Wirtuant to Seaton.55.2.:i F.s.must Mail to this entity.Instead,contact the office by phone or by traditional mail.If You have any questions,please contact 850.487.1395. {i1, Florida Statutes,effective October 1,2012,licensees J .Frpviue the Department with an email address if they t-a'se 011,4110 i u,,used under Chapter 454i emails provided maybe used for official communication roth the lirvasce,aortever email addresses am public record.Ilya.do not vilst,to supply a personal addriis, please provide the Department wish an emaji address which can kx mace available to the pubbc.1'ro determine if yet,am a ucensea under Chapter 455,F.S..pl,.Aw click lijoe_. Product Approval Acceptsllf WiMM A tC GENERA NOTES: l.9EMM H.Y.MX.'ORDtM SHUTTER SYSTEM SHOWN ON THIS PHODUCI EVALUAnON OO J)AENI(P,L;.U.) LVS BERM VERIFIED TOR COMPLWNCE M AEY10RDANCE WITH THE 2014(50%EUMOH)OF IME FLORIDA BUILDING COOS.THIS ACCORDION SHUTTER SYSMU SIIWA.NGT SE INSTALLED AT HIGH VELOIXIY HURRICANE ZOUM p H^ �^.r� Of- WIND LOUTS SMI BF DETERMINED AS PER SECTION 1820 OF THE A}OVE htMIWNEO COX.FOR A HASIC W7MD SPEED RLWD HE IR BY TJURISDICTION WBHLRF SH UHM WILL TABLE CHt-H- CONTEN BE INSTALLED WITH A CACM01.0 FACTOR K4-0.B5,USING ASM 7-10 AND SHILL NOT EXCEED THE MAk1Mt1M(AS.D.)DESIGN PRES<.I.RRE RATIMM IM=TED ON SHEETS 11 THRU 15, 10 h 20. IN ORDER TO VERIFY TIT.ADOYu'Cct4M ON.uLPAM OEMN MUD WADS Oc-'TERMENED PER ASM 7-10 SHALL BEFUR REDUCED TO AS.D.DESIGN WIND LOADS AREA 1' �,BI AO£$_-, C�dt�•_2 BY MULTIPLYRRC THEM BY 0.8 IN ORDERTO C(AWARE THESE w/MAK(ASA)DESIGN PRMURC RATINGS INDICATED ON SHEETS 11 7MI 15. 18 k 20. GENT:IIAL NOTES SNiF.El'1 IN ORDER 10 YFRIFT THAT COMPOKENIS AMT ANCHORS ON Mrs P.M.AS TESTED.YIEfiENOT OVER S'TRESSOD A 33 X MCRE'ASE»4 ALLOWABLE SMIZIS MR WHO LOADS WAS hM USEDTN THEIR• SYSMU COMPONENTS 1•-20 SHEET 2 HOWEVER,HOWEV ,A WUM OURWIN rAMOR CU•11,60 WAS USED EOR VEPJFTCATtDN OF FASTENERS IN WOOD. 4LSTFM COMPONENTS 21-37 SHEET 3 HL'JTttHA H.l!ACCORDION YAR ITER SYSIEN'S ADEOUAGY FOR WINO AND LARGE MI ILw IW'AC7 LOAD HAST BEEN VERIFIED IN ACCORDANIM WITH SECTION tIUMI.2 Or THE.ABOVE MENTIONED COGS AS PER KCAL SHUTTER ASSEMBLY 39--44 SHEET 4 ATR,RUICA!TS: tYT"Ii:/V.wiNtX1W MADE&WINDOW T?f:TAtt _HY WAOE(11 10214A1-02.10715.01-03,11004.01-05.01214.01-ON,10317.02-08,fQWB,Ot-IO AND#0210.41-11 AS M TAS-201,TAS-202 ARO TAS-'IAA PROTOCOt_S ASND ASTM E-1806 AR�3..,Z• .31ADE 6)MID KV OM_M MADE" (1'al AND E-1996 STANDARV,(M}SSAX.L.EM.0,WDO ZONES 1,2 k 3)a})1220.01-10 AS PFR TAS 201,20S 41 203 PROTOCIOLS LARGE MISSILE (MME BPGTH'AKN } -.HV MMUM BLADE 0 10505.01-08 AS Pf9R ASTM E--1083 AND E-10110(MISSILE LEVEL O,WIND Z4,LES 1.2.3)RASE PROTECDON ONLY AND f 0725.Ot-88 AS PER TAS 2432 PROTOCOL TYPICAL,SHUTTER ELEVATION &NOTES ON LOC!{S SHLET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.TIV BLADE(j)XIII)HY WIDOW S ADE& ARE ENGINEERED TU WORK IN UNISON WIN EACH OTHER UNDETt-ME OtNERAL 1.113TAIION^a AND CONDITIONS OF USE(NDtfhIEG CW SHEET 19 LNSTA},tATIAN DETAILS 0-M,CONCRE'TE/fILOCK SHEET 7 - -•...,.$_, R'TtlA_H V.hCCOf{pAON PANS(EK SORE4"a),=0 AT BLADE$IOAXXIC AND FOR OMT 1AOUNT CONNECTION TO TRI SMI DE/14x2.75"AND 114.1,70'RESPECTMELY.410-JIT III, S f5 CEN'fEkW((E DE'TA1'S tN SI tEkT 8 .�. ._...-..`f` $r/$1(ki"1'•STEEL:"sCRF4Ys`WITH'13:s:D'Rsr11F1D`S'TI RENGTH�AIN6-1943••ioi-xENSTIk-SrRSth;114-PLV9=9W6..DG..CLH7ED_wBH.EECDLY._11V,D:tCEtfYS:TIEkP�c(?AtOi�SL'<'i£U_AS a}dHiJt'ALTUf'D LTf AFFR�O CENTt• AT£ALTERNATING 4E:TM.S HN SHEET 9 COATM APPLICATORS.FIEGIM.RE'D MTH AMERICAN SM1`THTR£,Y.STE,MS ASSOCI M.W. PINS MUST NEAR THE t4v MARKING ON THEIR HEAD, `- ".""-'.""`-----•`- ^.--•- -,--«--- - .- ...�._... 4.ALL AL9.tMONUM EXTRU9CfG SHAL3.BE ALUMINUM ASSDCW',QN ALLOY ARID TEMPER AS INOICATED ON SHMS 7..AND 3.MINIMUM YTrL STREN0:H FOR 600-74 AIIOY IS 304 k4i AND M7 1.1.FOR END CONNECTION OETATI.9 4--8,4«ONCFtErfB1.DCK �SHE:L"f 10.: 6009-TS ALLDY. MWGMUM SPAN TABLES ANCHOR SCHEDIH.E-CONCRETE&MOCK SHEET 11 5,II-U SURES TO HE STAINLESS STEEL,304 OR 316.ROS!SERIES OR CORROSION RMISTANT, CITED CARBON"✓TEFL AS PER DIN SOORa mrfi 5(1 w MLO.YIELD STRENGTH ANO 80 1. LUN.TFNSSL,E stRENGSH. ANCHOR"ZDt!LE-CONCRM:&SL OCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING COBE SLOnON 2411.3.3,4, ANCHOR SCHEDULE- CQHCRETE 6 i31.00K SPIFFY 14 6.SONS TO BE ASTM A-307 CAWMIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEER.WITH 35 W WHIMUM YMD STRCNOTH. ANCHOR SCHEDULE-WOOD SHEET T5 7.CEL THE FOLLOWING SWVS FOR ANCHOR SPECIFICATIONS-tN&APE(9: 12,13.14,15 A87 20 WSYAL1ATiON DrIA7H.5 M-R,WOOD SKEET Is tiv SLADE(^,b %owic,IN tams N: 12. 13.k t6 INSTALLATION DETAILS S-X.WC40 SHEET 17 ENO CONNECIION OEINES t-12 h X.WOOD SHEET T8 D.ITIS RCTHA ON.ADMIMION SWIM}YSTEM Lam.Rg A U.S.PATENT 16`779.507-COMPONENTS CC IM A01PRONAL ARE(.')VEM.IN YMOLE.OR IN PART W tPr. PATRF 18'450,179---4WD TO✓ASTERN METAL SUMY,M. AREA 3T W1NQbW$ {)NLY 9•IT SHALL RE THE RCSPON5RR4.DY OF THE COH.7RA;TOR TO VERIFY RHE 504MDNESS of THE.SiRUCR1RE WIRFliE:}8711T1EH 15 Tp RE ATTACHED IO INSURE('RtM'F.H AIICHONJdl:E.CON1R1(:tOR TO 5&4l/CAUt9f All.SK ER COMPONENT ED:IiS'N WHICH RE41M. EHRII FAS1E'N)NO IN CON':NUOUS CONTACT 117114 THE BUILD=TO PREVENT WtW/PAN MMUStON. I 7YPtC:A1 SHUTTER.ELEVATION SHEET 18 til.EACH LINT VUST ERF4RNGAGE PfOR LOM LADF.E,INF A NSTtHLE W,N:O YttOH WARRNTRi✓NOTE:OSIFINR:PENIOOS tlF'RUR}LLCN4E WARNINGS MME BARREN, IiNANY,OR(TIHF ,MUST FROPEYR,Y CASE ALL HN AND HD 4N w WIMP g API MONLY CEENEF9+74,LTES AND ENGAGE OR LOLY:DEL.H1Y AND HD LOCKS. tY3�iA. W �..�. it.SHUTTER 14ANUFACT19M;rS tAAEx SHALL ENE LOCATED ON A READILY VTSiOLE LOCATION A7 ACCORDION SHI)MR IN ACCOTMANCG WtIM SCMN 17(0.8.:7 OF FLDREAS BUILDING CODE.ONE L-BM WILL K. INSTAIJATR)N DETAILS.METAL 5"11D WALLS SHEET 20 PLACED FOR INIPf OPCMNC. LABELING TO COMPLY WDH ZCIMN 17£0.8.2 LIF TMC FLORIDA DUILDING CODE. __.._...- _ -._...._,.... „�.._.._..__. 12.BE.m H.V.AcCONDON f✓A riuz SYSTEAfs LWAiLAIR1N SHALL CM4-,Y WITH SPECS WOrAnD iET TIES DRAWING FMD.ANY BUUWG A140 ZONING RCCUtATIONS PRONDCO IN THE JMKOIC1106 W),0E PGRMOT Is,APPLIED TO. 13. (a)THLS PX D.PREESARED ew'M5 01=4FTTN RS Gc-&MC AND DOES HOT P RCMDE HiMWAITDN FOR A Sir.SPECM PRCMEC'Ti Le.W:•'ETE 114E SITE CONDITIONS DEVIATE FROM DIE P.CO. (a)CONTRACTOR TO 9E:4ESf'(N#SHHL:r-DR THE'5EL.EG-TION,PURCHASE AND INSTALLATION MCWDING LIFE SA M OF THIS "MI:T.NASTA ON THIS P.E.D..PROVIDED HE/SHE DOE'S NOT DM- M FROM THIS DRAWING SHALL ONLY BE USED TO THE CCNMnONS G.TALED ON TH,S DOCUMENT.CON511R'JM". SAFTLIY AT SITE is THE CONTRACTOR'S RESPOHSD1UTf. OBTAIN PF'RMiTS iN TilE: STATE OF FLORIDA (c)IHIS P.F.D.WU M 4DONu0F.RFD AN*,LT IF ALTERED IN ANY MEANS. (d)SITE SPECIFIC Pr OJ£CLS 51tAtt RE PREPARED BY A FLORIDA 9901 tEREO ENCIKETR OR ARCHRECI WHICH"I BECOME TIE ENGINEER OF RECORD(EAXq FDR THE PH!)1ECT AND WHO WILL BE SP REOMMRE FOR ME PROPER VSf.Of THE P.F.O.ENK:tNIMI OF RkT;ORO,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SALVE.SUBWY O IRIS LA'nER THE SITE SPFG M,UfWMN:S TOK REVIEW, (4)0R41NA1.P.E.D. SH4L7.MAR DIIII.DART-ANO OWGHWN.SEAL.AND SA:KATURE OF THE PROFESSIONAL ELNGWEER OF RECORD THAT PREPAXED T. H, FLORDA ELUDING M(NI)n High vHtlacity .If-wicone Zone, ; ' T/A'% T?015 SAS1EH3Rn I&ET�AL-TiPPLY.WC. `.. .....� �i HA TTA NA■ >� T.AAi■ Accordion Shutter System !L E c© FEv.IAAX#1 W,OR W10 xv �tE�(aiv aErle American Stu thw S ems :`1F TILLIT TESTING& ENGINEERING COMPANY � oMMI1Y,Cu! aAtE TL•Rm.N O1: LIR. TF OF Msi cinttan, Inc. oLb 12-ts2 +tsa/t5 CAM! 4/13n5 �F dt55 MN-YIN St bYk.3Mt`i 11:.I>MAS.ROMA asi ...... �`r 4E )Bp- PR,rna:G�siar+-ts o Fu :{ursSGt+-tsar 4268 WostroadG Drive T _- D ANLtiG Nc �� b''•- N4 •*� <•-r.,an:uucao<a.<.,,., .Jl,,gt f'o}m 'lath, r 3:i4t77 3 r��tTT1RhT.+�R°ie'�,. 1 rJ-48�J 11111, t 111\tl ,^ 'Imr,Fir. A.11e7 a._�..._ �.-._.._.._ Tor 20 T1h i,M&tMUM OMOMM JL ONt SrIALL BE USED AT 1/2 OF SHUTTER SIAN FOR ANY SPAN OR PANS UP TO I OV.ANo or��2.11r Sri SPAN 0 ,M 11,1STAII INS, T BE WD AS AN INSIDE OR CU)WE LUCK,J AC a, 11.j ANY CENTE)OWES WA j4-1--20% 1/7.* 0 FLAT HEAD S.S. WS,LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER WAMON. 9 noTte-a ey*y-v,-Aj.IF 0 1), FOR smTeR pewopwwm OR FOR SEcmty PURPOSE'S.up TO'W by KS OR 4�Y BE ED AS AN INSIDE OR OUTSWC LOCK,CONNECTIDN OF LOCKS 10 CENITA"TES (1,040Nfl y Z��19 �- _ ft, 0 tALL"ifile AS INDICA N NOTE(1)A80M 019 LL OF LOCKS SHIN E Al,WDICxTED ON TvP".SHUTTER LUVAMN, LOMNO RODS e N01 REQUIRED AT HURRICANE POSITION.M MAY LOCKoTc DUE�IS� =5�SHUTTER PERFOUM fIODS Of?AN ALTERNATWE DLMCE MAY ALSO K USED Ar STA"ING POSITION (NON HURRICANE POSITION), A ""KV LmK q.4 CE14TERWATES FOR AW SPAN LOCk�2. or gp SHALL BE USED AS AN OUTSIDE OR INSIDE totx. LILEVA, '.�o SIM].BE USED AT CC44NL AITACHEID To 01 RNER CFNTMWAfC W/(2) id4 o-20� 1/2'LONG W HEAD S.S.WS.T*0 LOWING ROOS Tf�r 0.1 TOP so SHALL DE USED.LOCATION FLOCK LOCK SKOZL Ile As INDICATED ON Typim 54iErrTm eLcmilo". -ONE; 1111111 ASS S110'111 1111 LOmm AT 1/21 OF SHUTTER SPAN, ja FOR LE=t ONE W LOCK fj or*or 'q sHALL BE kra Al 1/2 OF SHUTTER SPAN FG?.MY WAN ON W ABOVE OR BVLO*112 OF SIIUTTER SPAN FOR SPMS UP TO 8$',AND FOR iNSTALLAFIORS AT ANY ELEVATION. FN LCWX t.�01 0 or�0 MAY Be USED AS AN INSIDE OR U. OUTSIDE LOCK.ATTACHED I<)4-. o, 0,�SYMMETRICAL CENJERtfATES w/(2) 1/4'-7.0 x 1/2'LONG FIAT 11EAD S.S. 0, 'q Ila M.S. LOCATION OF I OCK SHALL RE AS 114DICAWD ON TYPICAL SHUTTER ELEVATION, OSE Or LmKva RODS W/ 'LEE OR in TOP AND BOTTOM IS r0UPIFTfAY KkNDATOfh� END M,XA)I$ON 1, NO.-TES QN 4Y 'T" MCKS AND COMMATES, (TI rep,FULL 'XiGHT, Lc^ 1 or" CORNER I. V%LD ONU RE Hy CEW�ERMA r E rNE ALTERNATE _HV'r LOCK 64 KAY BE LED IN LIEU Of w 5 tt OR gfQR ANY SPAN AND K )k%r eE USED AS AN INSIDE OR QU1S1DE TJOCK-,jcH A'TTkCHmENT AS !AfO*N ON SECTION AS, .SHEET 9, Auusr sE CoI4Nf.m. r6'tO commKrEs 2O AND?4 / 1/4'0-20 1 112*LONG S-S,THREADED MOLT W1 716*0 x 313e WINGNUT OR W/ A 1l4-tx 'S/S'RNWIff,LOCK MAY SE INSTALLED AT MIDRPAN OR 12- MMMUM ABOVE AND BELON WIDSFAN,WE OF IWC IOCKINP RODS TOP AND 0010 IS IJANDATORY. *NOTES ON CES ERMATES: YL/tom O+vE ACrckNATE LIES OCK�y MAAr-USIED W UEU OF TYPICAL `t) HY BLADE SHUTTER ELEVATION w Mgr QOR 0 FOR wr r4-AN VqStk1Ar4Na AT ANY ELEVAIMN,ALTETTI"�'HD LOCK 0�0 WAY BE USED AS AN INSIDE OR OUTSIDE toCX ATWINENt Or TO LOCK ni�41 To TisF.N.�TS W/3 is x 3/8* <Kws-AND WLtm REINFORCEMIZ91'INSERT q0 As sRow..q ON SECTIONS Hon-WN-Apitt'rim-tm. 10.LOCK MAY ft fNsrALLED AT 19MPAN ON 1Z MAXQUA O-LOW AWVV LIIDSP4N.VrX OF LOCKING RODS 'Is COWLFFELY OPTKw4L A. 0 2015 EASTERN mixt SUPPLY.INC, 139- HA HVTM \Ci Accordion Shutter System 11LIECOm, A.S.SAM RV.WX fi W1 OR W10 KY.W=W IAXX ENGINEERING COMPANY Amodcan MAWN W. W�L Shuifer Systems a—omw"'m TILLIT TESTING & Assoclotion, Inc. I OLD 11-IS2 1/ts/15 Swat 4/is/15 ATE OF M,—Tan.U.t.�p*6z V"A 0�1�"FLINWA 4414f 005)07­1�3! 4268 Wes.'roads 06ve DRAWING No - L 534-07 West Polm Be,gch, F 15-085 J, ION Al ileacs MLr PX L '0'1?��/t•L ;¢d` %lL, 2 SCHEDULE a ).,7RXIMIIM 5'FitFER SPAN "Lf-" OR -L-` MAXIMUM SH.UrIM'.K SPAN O.AXtMOIA SHUTTER.SPAN*'Li," r 11aTroN IE ,.. �NGI (ft.), FOR INSTF,CLATIONS W/ ! OR -L= fE. FOR lfda _ GE4� ` i } H "L.-" (ft) INSTkL1AT24NS or INSTALLATIONS W/ � CoocwE 3r W/ONE H.V. LOCK or ar ? ur WOOD (i)LT:MAXIMUM ALLOWABLE SPAN FOR A ir�N � !it W/4N£ Ffl LOCKS '! 7FAJ!"uORI' fsOSlfrrE AS.D.DES1Gt! PR6SSUFiE RA71NO HD LACK W/ NO LOCKIN( ROOS or ONE HY LGCi: r or Q CR W NO tOC.KiNC - I.-:MAX.ALLOWAULE SPAN VOR A GfvETt NF.CAT1W CENTEFM1T-s &lJj'. W/ 9NE' HV 'T" W/ No LOCK&', RO45 Q D$ / WALL A. D. C� D. E, M, N, 0, P, 0. ASA. DES*N PRESSURE RARNC. LOCK 0 W/TWO LXKING RODS 63'FOP Pe (SEE NOTES t.it'} tt0Urd11S1G F, K A L (VALID FOR 90UNTMCQ (2) FrftOCET)U}tE TO itE;iERMINt:MAXIMUM SPAN FOR BUTTON fSEE.NOTES /� SHEET 7) FLOOR/CEILING G,H, 1, It,J T, U. W d Y, WALL MCUNT1NGS(TOP/04T}'OM)OR FLOOR/CFJLINCi: WNCKIE&WOOD IN^TTALLA110K V MNCRt SF.&M/QOd WUN'ltN4' CTALLA TE & M asM''ra� x�n�cn rr A `� 1.may,t�yv„n INSFALLAT70NS "-'---"" —"--.•.'...`__ GVfN A P()S1TNE A5.0,DESIGN F'[2k:5SURE it0.lIN0, tw.sSUPT, WALL MOUNVK. FLO"AlwLING ptFZWK WALL M9tNW iR3:w.. Of'TERMINE MAXIMUM SPAN"L+t'FROM 5CHEODU:, F44',dl/CEtU17G LgUNIRNr PAP"a ... wau),Ir TC 'AT°'' � Atnq CW,AN A NLT:ATNE A.".OESIGN PRESSLrAE RATNO, (own) 6r r4 rumrsjcent)rc}&tl+411K 4a..7) nN t+TAt..7 .,,.....«.. -...._ .... {*SR-1 .-..-................_................... t•.a@-) R.64Nf6AU,MWAtfA+l__. 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C^MUiNAP.ONi IN E3f:.iWET.N YFAIk MOUttnP'0S .,.JO tl-$" !2`-5" 1:'-.8" 7;S'�!` a0 12'..S• S2'-5" Sd fY•-S` 13•-t• Mc"fUNTSNO fN"<TALtaftONS.L(7Ctt7NG SPiC4raCAt70`t:i 7,7 FLOOR/t,.l 55 -.W-1�•.. �.L DE A;INDICATLL7 ON A4WL>rt7l/RY CDI.Ot71pN f2 - . .- ._ .-. ._ .__..........�. _.._...._...-._ ........,,_ NOTE$S.SHUET'5. '0,+titvF,M.O.DESIGN PR..S.T1R- .._.F_1.0"_-.. }7•..4- �F {' �s'a". fa' '.. _ .. GO _ 17,_a, TT._a, .. 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