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HomeMy WebLinkAboutProduct Approval U�• 0 BECKMAN RESIDENCE SC14 Nome log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Fec Staff ,i sols Site tp Units Sea ch Bttu/f��S{ICp�CQC5 ) {{ P1tt#LJJf f.A'; 04'a Product Approval U5Ek:Public Use, g Product Apofv'atP�?'.111>-P..1%nO?,lty ;i;jjt;Ji3 "v�@_�3?_,i-'',,'_.i v[?f.+}t> tica4.ion Detail § iW1 � t FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4258 Westroads Drive West Palm Beach,FL 33407 ; (551)209-8263 bfeeleyraeasternmetal.com y Authorized Signature Bill Feeley Irodriguez�easternmetal.com l Technical Representative Address/Phone/Small l Quality Assurance Representative Address/Phone/Email Category hatters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr,P.E. the Evaluation Report Ftorida license 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 f;i ?ri _ .__4Q1_x?' r ;�z•JiQ�t titif3_, t11.:Pdf 4 Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1995 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 9 r Sections from the Code I a t 1 Product Approval Method Method 1 Option D P Date Submitted 04/29/2015 Date Validated 04/29/2015 Dake Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products Z f FL# Model,Number or Name Description ( _ 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret8!ned by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions t __ Approved for use in HVHZ:No Ili.F.u....c��.,A,5_k•�:._;t� .._�itty�,• £ _.?;.= i Approved for use outside HVHZ:Yes Verified By:American Test Lab Of South arida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes t)esign Pressure:NIA Evaluation Reports Other.Large Missile Levet"D".Max span is 12'-7"for 35 psf i.'; ++.i�u._< r. `��C, ':•: '.-'3;Ls til.' positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes i 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.ASO pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 389,2 Ber[ha HV Accordion Shutter Blade Extruded aluminum interiocking blades retined by tracks 1 Onix-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of use ,Installation Instructions Approved for use in HVHZ:No f"L;f;'. i&_ =...A µ_Vi• ,._. 5 s's•_>_::a ,s i- Approved for use Outside HVHZ:Yes Verified By:American Test Lab of South filorida Inc. Impact Resista .Yes 4 Created by Independent Third Party:Yes Design Pressur N/A j Evaluation Reports Other:Large mis e!"C".Max.Span i5 16'-0"for 30 �!.�.�R8�E_;�.5...�t?.H?T�4Y:i�._<.<...'=mak:�s�:5-:.�$.k_ti`=::is!`: qs.f negative ASO load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0'for+64, 72 p,s.f.load for HV blade for Keystone mountings 7'-O"for +75,-75 p-s.f.for metals stud mountings and 8'-O"for 110 p.s.f,for HVI and HV1A 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 rejained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions ; Approved for use in HVHZ:Na f!? Y:_IN�_ !s't��.. .:1!-: Approved for use outside HVHZ:Yes Verified By:American'test L.ab of South#lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports .- Other:Large missile.Max, 16'-0"span at 30 p.s.f ASD load ,:_=_8?„h:- A.��•AJ.N.�::_=.: for Blade I and 18'-0”for Blade 2.See schedules on sheet Created by Independent Third Party:Yes i2,25 and 28 respectively t contact Us.:2601 Blair Stooe Road,Tallahassee,L 32399 Phone:8850-487-1624 E s The state of Ronoa is an AAJEEO empioyer.CQjne63ht 2,6137-2013 State of Rorida_.;;priracv Sta:ern,nt::,AccessibStitu Stxiea:eet: Refurd 5�iatement under Florida taw,email addresses are public records.If You do not want your e-mail address released in responsc to a o.W.ic­mMms reg4st,do rni send efeltranic ntaii to this entity,instead,contact the office bf,phone or by traditional mai;.if Von have any questions,p lease contact 853.467.1395•"Pdrsuant to Section 453.275 (1),Ficrda Statutes,effective October 1,2017,licensees ticensed under cheater 455,F.S.must provide the Department with an email adtiress if they have one.The eirwils provided maybe used for official communication with the licensee.However emad addresses are public record.if you 60 not wish toj5uppiy a personal address, please,provide the Department with an email address which can be made avertable to the pubs;:.To detartnile if you are a Ikenxe under@Chapter 455,f.S.,please click h,ere,. i Product APproYat Accepts„ i WE ` ' C€edf,Qafd- Sate 1 GENSNSC TES: 1.NE:RfN1A lLV,AGCOROTON SHUrT£R 545tTJM rJ10WN ON'IH15 T'R00TlGT EYAI.UATICN DOX,I:IMWNt .E.D.}HAS OPEN VERIFIED FOR COMPLIANCE IN A.000RAA?M MITI THE 2014(:iib EDITION)CF THE FLORIDA ,,,,,,�„ _„"»„•„„„�» DITILDING CODE.THIS AXCORMH SHVTFDA SrnV STALL NOT BE ISTATLED AT HIGH VEE. luti RSLNE 7.00(317.00(31 „,,,,,,,.„„,,,,,,-,,,,,»• 06104 WIND LOAn SIML,M DETEAf6NED AS PER SECTION 1620 OF THE AR07E MENTIONS)COW.FOR A RA=WINO SPEED REFAJIRF.0 SY'IARC JURISCIMION WHERE 5HUrtm WILL. -TABLE, OF CONTENTS BE INSTALLED WINi A CARECTIOWILOY FACTOR K4++0.A5,VSINO ASCE 7-10 MND SHALL NOT EXCEED 14E MAXIMUM(A.S.A)DESIGN PRESSURE RAPWA INDICATED ON SSHU 1R 4t 2Q,:,.....,.«...�...,....,.. M ORDER TO VERIFY THE ABOVE CONDITION.ULVWTTE DEZ(ON WINO LANAIS OETERIWNED PER ASCE:7-10-10 SHAlt ULyE FiRFWDUC0710 A. D.LiFt N�"MW'"'""""`"°""'""°'"""'­""-'" ••'""+• jiF-„Q-�°(�(•••BI AF}E�'•E{},,,�.�..,,.,.«.,....,..•..,..„,..,.,.„ ,,,,....,.„.. BY MULTIFS,YING THEM BY O.6 IN ORMIO COMPARE THESE W/WX(4.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 IHNU 15, 19 do 20. GENERAL NOTES SHEET I IN OROI,TL 70 VVRTPY THAT COMPONENTS AND ANCHORS ON THIS PXD.,AS nVEL%WERENOT OVER STRCC'ED,A XT X INCREASE;N ALLOWABLE.STRUM FOR WIND LOADS WAS NU V'JCD IN THEIR SYSTEM COMPOWNIL 1•»20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CLD-1.60 WAS VSW FDR VERIFICATION OF F'AS"R:NERE IN WHO. uYSTEM COMPONENTS 21-37 SHEET 5 .,.•BFAIFN::N,Y.AC00ttOWN-.61NiTKA,SYS'SEM'S.ADEOUt,OG.Y.FM W}ND;.AN�,.lAl2NY.faS^utiE ttI}PALL.tM0,21As..L6fETN.1Tp£OFt£U.Bt.NACW£MMNC£.WIST#,S£CQON 4600.1.2 QF,Th,E..AI,3Q, M,ENi1.CgNED qqm-..?s PER ... ATL REPORTG: .. _. .. .. -....1YYM•Ak:^$fNUFT£R:,ASS6ME#i-Y ::58-J4.;...,. ... .SHEET-4.. TYFICAI,WINDOW BLADE dR WINDOW DETAIL •-FN&_VC tD 10214.61-0A 10715.1- 3i./T004,01-08,/1214.01-08,1031'7,02••06,fOW9.01-10 AND 10210.01-11 AS PER TAS-SOI,TAS-202 AND TAS-203 PROTOCOLS AND Ati"FM F--ttB6 (�l Z�/ �;�'(bND HV WNWN RADF Ia AND E-td86 STANDARD"(MISSTLE LEVEL 0.WHO ZONES 1.2&3)A 1127D.01-10 AS PER TAS 201.=1 s ZO.1 PROTOCOLS LARM MISSILE. (WHERE !e 1 ABI.E1 -FN WINDOW BLADE 0 10505.01-08 AS PER ASTM E-1888 AND E-1098(MISSILE I.M,D.WIND ZONES 1.2. 3)BASIC PROFECRON ONLY AND 1 0725.01-•88 AS PER TAS 202 PROTUWOL TYPICAL SHUTTER ELEVATION A;NUTS ON LOC" SHEET$ INSTALLATION DETAILS A-F.CONCRETE/MOCK SELECT 6 2.W WX(i)AND HV VON"BLADE 6.4 AM ENGINEERED TD W(1RK IN UNISON WITH EACH OTHER UH0CFI THE CENERA.iDMTATUNLS AND CONDITIONS Or USE INDWATfD ON SHEET 19 INSfN_EATKIN DETAILS 0-144,OONCKWAI.CCK SHEET 7 S.WIFF4l H.Y.ACCORDION PMS(W SCREWS).USED AT BLADES KNNJCKtf.AND FOR DIRECT MOVNT CONNECTION TO TWTCK.S SHALL BE 11482.70`AMU 114.1,75'TB:PEOT?XY,41D-4T MINIMUM SERIES CENTERIllon DETAIL,)' IPJ SHEET 8 STAINLESS STEEL SL'REWS WNN 159.0 MAI YIELD STRE3NDTH AND 180 VA TRNShr..e..1Nf.NCTH�PMS WAIL BE COATED WITH Wfl'iA W OACROSWEID COATING ;67M AS 1AANILFACTURED BY APPROVED GENTLRMATE AJFRNATINO OEIAILS HN SMELT'9 COATING AP R1CAMRS.REGISTERED WITH AMERICAN 6HLIM SYSTEMS ASSXXVITIOH.FRMS:WKY1 BEAR THE HV MARKING ON MR WALL 4,ALL AUMNNUM F.XDW09S SHALL TK:ALUMINUM ASSOCIATION Attest AM TEMPER A'9 BN=TED ON SHEETS 3.AND 3,WNMLM Ylfj.A 9LRENGTH FOR 6005-TIS ALLOY IS 70.0 kM AND 35,7 k:,:TOR END CONNECTION WMAB,S 1-6,CONCRFTF/BLOCK SI4ET,'T 10 6005-TS ALLOY. MAXIMUM SPAN TARIM SHEET IT S.ALL SCREWS-70 W STAINLESS STEEL 304 OR 316 A$%SERIES OR CORROSION RMSTANT COATED CAkODN,TEDD.AS PER DIN V1018 WUH`Sit kd MIN.YIELD STRENOTFI AND 90 W MON.TEN'SILF:stfIENGTH. ANCHOR SCHF;DUIrF CONCRETE&HACK SFNEF.T t2 AND SML,COMPLY W/FLORIDA BUILDING CODE.ST$11101 241L33.4. ANCHOR SCHEDULE-CONCRETE 31 BLACK SHEET 14 ANCHOR SCHEDULE-CONCRETE do BLOCK SHUT td 6.DOLTS TO BE ASTM A--307 GALVANIZED 1ITTE1.OR ALS{344 OR 316 SELVES STAIHLE"s STEEL W7111 35 kd MINIMUM YIELD STRENGot. ANCHOR SCHEDULE.-WOOD SWEET T5 7,SEETHE FOLLOWING SHEETS EON ANCHOR SPECI1cAiTCN3r,Hy BLADE U: 12.15.14,15 MID 20 INSTALLATION CETA65 M-R,WOOD SHEET 16 HJ BLADE:0j&@ W'Of1LYJ4G IN UNISON: 12. 13& 15 iNSTALIATON DETAILS S-X,WOOD SHEET 17 N.THIS UEUFA N.V.ACCORDION SHUTTER SYSTEM UFA"A US,PATAR•18'7?4582.COOPONfNTS Or T1RS APPROVAL ARE COVERED.IN WHOLE OR IN PARV Ht U.S.PATENT 15'4,6.179 tSNUED TO EASTERN END CONNECTION Xr-TAILS 7-12$ X,WOW SHEET 18 METAL.SUPPLY.IW_ 9,FT SNALI.EEE;THE RESPfIFtFABIJtI'OF THE CONTRACTOR TO VERIFY THF SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO OF ATIACRTrD TO MISVRE PROPER ARCtR)tW;A CONMACTOR TO SEAL/CAALLK AREA 1 H{}±MMM MADE dk ONLY ALL 9R6HTT;TT COMPONENT EDGES Mi.."REMWN,THR(I FASTENING IN N.otmNIJDVS CONTACT wait THE BUILDING TO PREVENT MI,46/RNV NTRumR• TYPICAL SHUTTER ELEVATION SHEET i9 10.EACH UNIT MUST BEAR PERMWENI LABRL M A VT51EAl PLACE WITH WARNIM NUTS:DURING{'"CANTOS OF HURRICANE A-IRNINGS NOME OW>k (CRANI,OR Of4RR5,MUST PMPMY CLOSE ALL IN AND NO AbCA���� t CENTEPWATES 99)ENCALTE OR LOCK ALL FN AND LRT LOCKS. L'R VflMW B An 1 ONLY 11."MUTTER MMWACNRERS LABEL%KL BE LOWED IM A READILY VWISLE LOCATION AT ACCOR"i SHUNTER IN ACCORDANCE MrH SECTION 1710.0,3 OF FLORIDA BUILDING CODE, ONE LALIEL SHA.L ISE M51A.SA.1M, OFTA/S», METAL 57VI)Y."Nl.;r»�»»» "». SHEET 20 E PLACED FOR EVM OPMNC, LAdi"D TO COMPLY WITH SECTION 1710.9.2 Or THE FLORIDA FTLILUMG CODE. 1 m BERINA N,V.ACCORDION SFNYTIJ,SYSRM'S INSTAILATYTN.SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLVSi ANY BUILDING AND'ZONING RECULATIONS PROVIDED BY'OIL JLRNISOICPON WFtm PERMIT is APPLIED TO, '13,(n)THUS P.m PREPARED BY TW13 ENGIVF,AT 19 GENERIC AND DOES NOT PROV.DE INTORWTI7N FOR A SOK SPECiM PROTECT;i.e.WHERE THE SRR.CANDIRONS CEVLATE FROM THE PLEA. (b)CONTRACTOR YO BE RESPONVOL&FOR THE SELECTION.PUROWNE AND INSTALLATION RN:LMNO LIFE SAFETY OF TIRE PRODUCT, Waf ON THIS P,E,D„PROVIDED HE/SHE DOES NOT MVTAIE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDIDO.N+NS DETAILED ON THIS DWIJMENL CONS!'ROCTTON SAFETY A7 SITE IS THC WTIRACIOR'S RaPONSVIOV. OBTAIN PERMITS IN T}!E STATE OF FLARIC)A (e)Tt0.4 P.C.D.MILL 8E CO!0DERFD NNAUD IF ALTERED BY ANY L1EANtS. ((O}SITE SPECIFIC PROJECtS SHALL BE PREPARED DY A FLORIDA REOISTERLD ENOINEFR OR ARCHfTECT WHICH WItl BECOME THE ENGINEER OF RECORD FOA THE PA'WECT AND WHO Whl BE RESIPORC KE FOR THE PROPER USE OF THE P.E.D.ENIGN T OF Rt.CORO,ACIIND AS A DaEGATEU ENNCINE'ER TO NNE P.E.R.EHCINiZR SHFAL Summ TO THIS LATTER THE SHE SPT.r<DRAw".N.:S FGR REMEW. (e)CRNAt6U.PI-D,SHAD.BTA.4 ME DAFT'AND OPICMA,SEAL AHD SVWI`URE OF THE PROFESSIONAL ENOTHEEA OF RECORD TV,!`PRTT*ARED IT, FLOW p1�g Ty /y �F 'F Irk tt 7. c L1�IUL1tL DUIEUII�{i�(flon Aft h VeIOCitf EiurriCOne ZOrle `,o4 �'.:... fa 2CIs GM1'VETS METAL!'UPPLY-(Ru;.-}.....-.- _.... .. .. . . . ....... ..._.......... f�CCi7�£� £Ori ' tI ;�.,,.. i _o IL. E G B �K�. � �.. �. a. hu {.. .fir �. , . :. Ry. FIS�It N/CR W/o Kv.Pd wilt Mgt --- American Shutter Systems -y, 1C�nON DATE i rxN.:. _ E4+ TILINi TESTING & ENGINEERING COMPANY per, A, 7 OF "',4++r MSV..u.,S.aOs.mRlmu; rmH AOR"M"" " Association Inc. I OLD T t_jS2 4/13115 6AIEf 4/13115_ +' vm�,e: 7XY.i n-ls'sn.Fox:(xs)an-,:Wl 8263 V7OctroDdv [)riv,a 2 .,rS�,• Y}atGL,�ti e.•mo1:UNec#nol.wm A3x1 (?O'm IFPr':!:tl, FI.. f'S4p' 3 Oi?AWtNG NO L Eh ;a�`` KIMM11 u 4"' IY 4.O;` 4 3 5-085 4 _ ..�._ ....__......._.».., 5N LLT T OF 2 SHUTTER ASSEMBLY SCHEDULE FOR 1 HV HVA @1, 'L, I � TO OtAOE Y46% H'v BLADE I fw .aces' ............... .......... 0 OPEN PN LONG RECESSED NYLON SUSHINC -H,-V-5*H*0 R F-­R­tK-C­I,, -ON "LrsriING .............. )OR(0 LftAl PORTION HV NWON HAT'WASHFR 00R W R" W WHEEI. CARRACENSI 302-303 SERIES • x 1`H-.CK NYLON WHEEL 2 ya-FAN 1 IM wndaw L 03 0.18VO AU 302 SERIES S.S. RIVVS Ix"rwal; uwuz��'. 42. 'A HEAD 0 =t 3/4" 40 HV 1 3/4 EXTERIOR ------ 4? AVERS + I.N.2 3/4' ACCORDION PIN W/ #8 11-M POLYCARSONATF IMPACT RESISTANT HV WINDOW f WDDW 8 AM AND HY W OW DETAIL (DorON 0 OOR 01 SAYER MAKRO1.04 3103 PpLYCARHUNAfF RESINS, tN-STABILIZED GRADE OR SIA'Sic' CLE GE ORrO OtAMOF 11.14 INNOVAUVE. PLASTIC IXYAN 103 RESIN c . (LEX NOTE "F' ON SHEET' 19), W (J) '@ ALWAYS BE USLD AT'ALL EVERIOR (1) 14V PIN S'HN-1 A R BOTTOM KNUCK1,1CS' OF KV ACCORDION SYMM W1 HV CI) Oc) EXTERIOR POLYCARBONATE SOURCES FOR 14V 0 SLADE. CAL rHUTTER A=WKY HV Pim @ OR AT (2) 1 W FIN @ MAY BE USED IN LIEU op, f)AhD ONLY AT EXTC.PIOR BOTTOM KNOCKLES OF HV ACCOfDON SYSTEM W/ HV(1) BLADE's gmymu (SEE Noys 4 fol vUlaw 4-11 MIN t1f02 0"I W,�' Q�,ww MADE WHEN f.'O.Rf*.:SPON1'0ING TO 1W)ULTATION '11', SHUT 7, aw1nr mv 11;0C?x, Kpv AMU 0,4w#..A R--1m yp fwww mxcaf 0,010 MITA;UM Ms"A..", 14.0 ax: (5) HV PIN @ OR (�W/ i/2" O.D. i/W rt-mx s.s. wAsH.r:fl fmww mm WAV nom.: YA'aw..jL E£ USED FOR DRECT MOUNT IN"ALA-ATION PER DETAIL X.HALL mcAm cm Am AMA a ff,v�, 0 cm me"-qA%Kmm= p1w vmyl 0611,020.3 47,2,S "I.wx MEL CARRIAGE QML REMBLY LAYOUT WE OF Am 0= V-1 CL.5s R-,AXA% mr rAp" .71W WON 1w .mama m law a," ff,mr mfuo�;F?m 000,�- �m Am .1K JJV WINDOW 13LADE QFT Za 3mvs saw wuo— m "m—1 BY 13LADE SOUR & f _AILS L— FLORIDA N®R CODE(Mori Nit f; VAi,,loci(y Hurrlt:ane Zon,' 0)ms rmmm mcm.qwpof,wc. BERTWA HVII61 ........... KV.IXAM#1 W1 OR WIO KV.WNWW aAtE A Amarkon ShiAtter Systems BROM of. LVI M M.-wimmOR TILUT TESTING ENGINEERING COMPANY -4 AAL As -� T— RA*1 20cwton. Ina, S VAIC: 0RAWIW' Na u.uxeaaDam.r West PoIrn Beria" 31j„0) 15-085 v"', PR A TWT PC f, ATESI{ P.L. 1U,E C 4 OF ON 3, a k art I lint I I I I I I '04 !F MR SETTtR FEWMAWE OR FOR SECURITY PLAPOSEM,U LOC-44.4,q .0 OR f4j)IWY BE ID A$AN INSIDE OR OUTME LM.CONNECUIN OF WOKS TO W-Mro It " %AU 69 AS 01MATED NOIC (1)AMC 'OF't�.Dom 31#43- 04WATED:-Ok4,�TY.W.4k.,94UI'.IM,:WVATIO.K, MMANM CONDMON QZVMQIL LOCKING RODS gj ARE NOT MUIREI)AT,Ilu E POSITION.Wr MAY 4,;-!fA MUSED tFOWWRED TO ENNM)GE SljUTtER 1 4 AN 4) PERF MANCE. LOCKING RM OR ALTERMAIK ONCE MAY ALSO BE USED AT STACIONC:POSITION (NON HURRICAW WAITION), fiF 4 9 (� � �_. .. _� � "_"'�' AT'roa ek 13OTTPM SINLL ilE USED.I.tN:ATiO��"LUCK SHALL NE A3 INPICATEP tlN rYFiCAd.SHUTTER FJtVATON. Ad IAXXS AT 1/3 OF SHUON TlXR WAX, I s,�WPM QMCM V EM W=W MQIWAM W=AMIM 014F NV lC)CX or or SKI'll.BEt I USED AT 1/2 OF,$HUtl'PR SPAN FOR ANY SPAN OR 12*ASM OR$QOW 1/2 OF SWIM SPAN FOP SPANS IJP TO W.ANO FOR INSTALLATIONS AT ANY ELEVATION.W U)C;K or 0,0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 110 0,or .1"MILTRM qMERmAM w/(2) f/r-w x llr LONG FIAT HM S.S. WS,LOCAMN OF LOCX SRAU,BE AS INDICATED 00 TYPICAL.SHUnER WVATION.USE'OF WCKINO RDPS 0 COWECWIN W/ Sex END J OR�)IOP AND WTTOM ISS COMPLEXLY KWIMATORY. , MT190 r'N 0 r N I j (> e wms 10& ;T viryp.Mu, am HY MAW' HE,aRr, OF'CORNFR ... ....... CENTERMATt. RMMLO pbl HP�?.4 VOR LDCK3 & CENJEWAR: mt, ONE ALTERNATE(40 t-OCK MAYBE USED IN UrM OF HV LO(.XS OR ANY SPAN AM INSTAUATOW,AT ANY EMA144.ALTERNATE M LOCK�o MAY BE USED AS AN INSIDE OR OUrSKtLOCK.AXTAC OF M LOCK 0�r ID VIS W/3 3/S'F.M. SSX&AM INWMI; REINMRIX-MEX SHOWN ON 5MW3 VIONOR-HV .0 -IW,,SM7 tO.LOCK WAY SE INSKU.1)Al MIOSPAN OR Ie W. 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T MY WALK—OVER INSTALLAIM DESIGN FKSSM PA'RNG &FOR SPAN$I'M l) HY ELQQR INSTALLATION scNEWLr A SIIEU if Q IN51A DO (W V;"UAILE ON I 114r6,l 0-- COW7,ftIE AKH ep RaR r an F"W 1/4' UMwm MEW MAA C' (W UP 10 W-e 9XI AM 4'04,F4*WM JMO ROI r4l­n -Mr -7 —7- O'l (D AMIUr M714:{}! r CN=aT I I OM Oc. 108 f).C- C) wit U,4MM Q) A. Mox (!Wf, ON In= OR 103/4 MMX f Ysc 41WIECT 74) "7' 06,WN 2 00* nW WWAM 'T ONO 77 Or Y.H.S05. FRXA D CONCRETE- POURn)voNMUP", r'1- a 1. uxx (IN 5t4LET I ON'RZ��j 1 /* aR cowxiii&:5- !;MECT OR fONMM MOCK 14V WALL FLOOR INSCALLAIM Cl ; BY WALL WALK—OVER NUALLAIM VAMA, f4- UARD INSTALLATION t Wall, Pa=A=VFN +Str AMWXW+ro Ali vv- I,* OR ENIPMCE 1 SM f, PL INSTAL CDOE LATION DETAILS I HK BLADE 2-MOVARK,S`rnaw,CAN WE VWCAW.* CEDE a'-. Nit velocify Hurelcone. lone -to my wrlo sW AW P4'TALLATIM FMDA a'-.016 W.M"MET- Vlc. Ra I VIM E,_�CO Accord-on Shutter System American Shutter Systems ON. 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I4 12 $ az 9 4 - _ WRN AtNAN4L'LT)THREAFfFOR7A 1ECI+NLH.Or,Y At#tl10RS Yi t /4 i12 Tfi 4 i ., t} 1f .y 649 3 3.b'" ^~.....-. - t4 f2 a ah 5 «_..e t4 iR 14 A k'.....` - - }4 12 IC g JS 1.8 - - i'i-"1J�d.5 7 53"i S._O. .._.._......._ .,.._ - _..... .... .... __...._...._ b2)tW$MUU fSNj};0M OF SHALL 7 SJR ApRf/ f-20SET XaML`t�HIN tS1 EN 1EHILSJlW.EH I t/Fi O THF,Cfuutu:TE W,W.'K.NO - R 9 7, a5'+Y r ' EY@t:.AND WTD IA&W%T &: iT7EA I t-Sq S.S. tMF `.STT StdV.t. i t 2 14110 WNYYW StlriUtD STUOO4 li 1x`'6 83 S.S - - - t4 14�8�"l"�e.'S �� - 14 10.5 7�3.S �N AS ^7 - E10ST.AND I'tONINIRf FUR WALLS Qnt17 11(1 tRWCU, F-a,5 53 f -• 14 t2 9 7 4 4s. - - T4 It 'J r. 4.11 , ,4 12, to 9 7.b - - 14 12 10...0°f}. ... .., 1-1 i2..Q 0 q 4 - B.3)M CASE THAT PRECAST STOW,PRI=,,CONCAM PANELS,PAVLRS OR ANY W MER BE FOUND(W IRE DMINO WALL.OR TLOOR, t4 to .7...5..E ..T..,..,.. 12 LLD QS...K.`..._.. .. .................._.._,. .A.. 3 - io"'ya tl i 3 _ ANCHORS Stall BE LONG EN000i 10 REACH 11JE WZf STINA," K'BE7t6N0 SAID WM FINPRIES.W(CNORAGE Stat.BE AS INOWATL4 QN t4 tt5 6. S" 2,S 4.S A".g'i 1, ^'^ N4IL:i 9,T)!@,2)A.RO4&F4i{>I Attfil03NS tQT V7NYi.StTtiNO pet 8T}>W1TFi OF WITT1OiR"METX.STur OCNS(tt TRLS CNCalEEll _ 0.6 A. s. ,,..y.,,.. -• - t4,,,.}2 -b, ,�S A8_ 4 _ 13 to aS 5 4 3 MI INSIALLATNTt4 DRO EIFS MIN W..Dd,.SrWS 5EE SNEtT M. 14 Ti^,to - •• = ..-.i 14, Ta y 7 N tti -�, la:10,5 T 53 xb AAS 5 � »:..r--' - - I3 9 d 49..7.. �..Y..",_- .,• .• 4 7 4 �i1 S :'..._- (0) A.7tpiQiTS 944LL BE;INSTAtt.f,73 f0Li1/1Y?N6 ALL OF TF1E RECOMYEN11ATtO1s,S AND StVCaf1CATipHS OF 7TH ANCA�4'5 UANtSACti1RER. 14 f4 7"'- -'F::`"»"' = 14 roh 7 -.. •' 4.3 ,I-S D.b 5,S as :.... 9.d 7 sS I._ ,. i_. - _. N i3 7A a,_a _. ... •^ f2 D 6 4S 4 - (tf SEE SCHEDULE BELOW FOR EDGG OWANC£(E I,)YVR=SPACNG NEdJ<JCAHSHIP FLM ANCNpRS. ..........._. ...._........ ..._...=_...._._ EG.GA_14r 7IERr..Ifo 4p t4 AL --...^..ii'"ix'u t2'...{}•..l' �__ _.._._... ._. _ w.}M... _ _} __ _ ACrNSL�CNEQYLLEf2H.JSi�CktS1�1: 1�5 D.G 4,11 .- ... - .. ." ft 8't1S i 3Ie ... ._ ._ D B 4...i - - kW( t _ - r'0R C 0.WA TIM TIC INOUTEp,KWXL AVO10(4 5F _..... _. ULT ANCHOR q"9S 8.6 S ; •� - �• O.S..11....5..•� .. G7 St'AQtNDS ARE YXa7 ILMI .00C.Ota'F H[ty W7J:f.1Ni1 4.., - ON'SUaR SK L THE FE WISXD FACTOIZ- If I0.} 1.5 ^-(- f1 $. 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SCHEDULE FOR A GWEN &S-0 DESIGN NENAIM PEiMURLRMG A CORRESPONDING MOUNTING TYPE FQMAW9�ftRETE &= INSTAL LAMONS (SM WMINM 1,J,K 4;L CN Sal 7) POURED3taa- PUTAW 0= - - MCLIM SPACING LEGEND i (!)WNX rj)fWW.U=MMMING (XDWALL/R.OGR u0mulla 11wspxl _7 -0 -. 1-1-.1 --1 ... ............ TAPOON OR ;Cs�U*W-WWW RUSIM WM W ASA VM HIVIVIE &M 64 A&&="AMA"Mon Rkm(pf AK'ON WITH ADVANCED 3a 4o s9 to 00 126 160 soy s6 46 6o rs so Iz6 dQ 76=65=aga-" 2"6ICw*205-VWr !15190 120 Neo Joel THREADFURM TECHNOLOGY 12 0 6 6 12 12. 14 12 -f6--f'F-f -fir" ir-I W Ti-ti-li ix ilT 'Y* Fw V 7 -i- .7 F 7 5 ................................. !212a :0.5 7 7 7-7- 1 6.5 5 5 6 3 5 B 8 5. 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