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HomeMy WebLinkAboutProduct Approval RECEIV'-7D JUN 0 0 7016 a M FILE O " 7 .. 7�3tio ';6'.�::e'4`'S�.4'{bT+s�"�`�£ ARaz'+.� '"b'k�Yx v^?. d h_•: *�-EE's BC.75 dome i Log 3n #User ftegistrag4n Ila R:plrs SuCm=t Surcharpe Stat&Facts Pub ications i F8C Staff @CIS Site Mbp Links SCard+ ,.�..,..,rh. Product Approval Professlbnal 00USERZ Public User i 10!`r' y a_' �9 :.5'L��'>+:!li.:+t k:,: :�r.!+>:miit,^tig;r,:,__!,>Application DetaII FL# I389•RS MUS.",�`�' Application Type Code Version 2014 Application Status v Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeiey lrodrigu ez@easternmeta l.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tiilit,Jr.P.E. the Evaluation Report Florida 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 ILUIO R CQ?fiY_J CSG Dit7Nri l..tfGVStivt!�• I Referenced Standard and Year(of Standard) $ -ndard Meat ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option 0 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summa ry of Products FL# Model,Number or Name tion 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 FloridaI 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 LLjL1Sl J�sL positive ASD load and 13'-0"for 35 psf negative ASD load I 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 PSI,9'-6" For 55 psf HV3 blade w(window blade working in j Description Shutter 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 1 or other 51 pans and ASD pressures. Z�N Accordion Shutter-Blade Bertha HV 0 C7 V Ion? vty 389,2,/ Bertha HV Accordion Shutter-Blacle Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use installation instructions a3�2-U-1:L.Aw5l 1 5.14-1 i!%Zt'��' Approved for use in HVHZ:No Approved f e HVHZ.Yes Verified By:American Test Lab of South Florida Inc. Impact Res;?.W.-^-'e.-1-N' Created by Independent Third Party:Yes Evaluation Reports Design Pressuf:N/A Other:Large mt el"D".Max.Span Is 16`-0"for 30 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 8'-0"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 I I COMBO (Nan HVHZ)-Drwg 15-084 (top and bottom)for storm protection - Limits of Use Installation Instructions Approved for use In HVHZ:Na —A 5-- -i-N-C—PHY, Wif 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.Max. 16i-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 6ac:c Must Cop I, ::1940 North Monroe oElstreet,LqIja�assee R 3Z��9 Phone:650-487-024 5 The State of Florida is an AA1EE0 employer.Q20yoahi;2007-20:3 State of lLy-rid.&:;Privacy$12ite, -A2L"§j —1tat—ell under Florida law,email addresses are public records.If you 00 not wain your e-mail add released in response to z public-records request,do not send elKft0o1r mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact$50,487.1395. pursuant to Sevion 455.275 -ave One,file (1),Florida statutes,effective October 1,2012,licensees licensed under Ct-.apter,55,F.S.must provide the Department with an"all address if they h id amalts provided may be used for official communication with the licensee.However email addresses am public record,it You do not wish to Supply a Pe"'nal"' ro"' please provide the Department with an email adUm.SS which can be made available to the public.To determine if you are a licensee under chapter 455.F.S., ptaasn click here. Product Approval Accepts:4a iig ER M v';oiot, ,,vcurft MMW FN RAS,—N=.* 1,DE.RTK HV,ACCORDION SHLOTER SYSTEM SHOWN ON THIS PRODUCT LYA.U.ARON DOCUUWf (P.E.D.))ICAS BETIN VE Ino FOR CDUKIA ICE IN Al.X=DAW.-WITH THE:2014(5th EVINGA)OF 1HE FLORIDA -»•--• BUILDING CODE T1,11S ACCORDION SNUTTTY SYSTEM SIWJ :;OF BE WGTA4410 AT HIGH VELOCITY HUAIilCANE ZONE. E� r- b,� 05109 WIND LOADS SWILL 6E OETERWNEU AS PER SECTION 1620 OF THE ABOVE I.-aM 1(EO GOOF SI MR A BASIC WIND RED RCC01(D BY*r JURizi1iCTWN om SHUTTER%ILL � TABLE 0(-t� �ONTENTS Be RMALIM NTDN A OiTTECNDgALm FACTOR X4>Okfi,USING A5M 7-10 AND.",HALL NOT EXCEED THE IMMUU(,tS.q.)TIESTON PRESSURE RATINGS INDU:ATED ON SHEETS 11 THRU 1S, 10 d 20. AN OROM TU VETOFY 731£ALIVE CONDITION.ULTIMATE DZaWA WIND LOADS DEM NiNED PER ASCE 7-10 SMALL BE FIRST REWDED TO ASD.DrS(GN WIND LOADS AREA-71 iiY BI� j-- BY MULTIPLYING INAA BY 0.6 IN ORDERTO COMPARE THESE W/MAX.{RS,D}C&SiON PR=URE RASNGS LINDIU4ED ON SHEETS 11 THRU'15, 10&20. CEtNE3V3 NOTES S1E£I 1 IN OTT M SD VMPM THAT COMPONENTS AND ANCHORS ON THIS F.E.D..A5 TESTED.WERE,NOT OVER SRETSSM,A 3.3 X I NGRE'ASE IN ALLOWABLE SMMS FOR WND LOADS WAS SM USED IN THEN? SYSTEM COMPONENTS 1.-20 'AM 2 AWLYSIS.HOWEVER,A WIND DURATION FACTOR CQ•-1.60 WAS USED FOR VERWICAXW OF FAMENE16 IN WOOTL SYSTEM COMPONENTS 21-37 rAmEr 3 BERTHA HV•ACCORD"SWJTrER SYS"'S ADMItACY FOR WIND MD LARGE WMILC•.IMPACT LOAD NAS^BEEN VERIFIED IN ACCORDANCE WITH SECTION 1009.1.2 OF THE ABOVE MENRONCU CODE AS PER MW.AL SHUTTER A&%UJILY 39-44 SHEET 4 ATL RCPtOm TYPICAL WINDOW BLADE!t/'WWINDOW DETAIL -NST BtAM CD 10214.Di-03.f1F71501-43, 000441-05.#1214.01-0S,ft,317.07,-Da.#050903-10 AND)02111.01•-11 AS PER TAS-701,TAS-202 A907M-2D3 PROTOCOLS AND AElU F.-1096 AND E-1096 STANDARDi(MISSILE LM.O.WIND ZONES 1, 2 k 3)3 ,#1220.01-10 AS PER TAS 201,20$44 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE G IM6AIT-CLW AS PLR ASTM E-1695 AND E-•1'136(MISSILE,LEVU D,'WIND ZO,1ES 1,2.3)BAiC PROTECTION ONLY AND f 0725.01-68 AS PER TAS 202 PROTOCOL- TYPICAL SHUfTFR ELEVATION LE NOTES ON LOCKS `+HElt S I45TAUATION DETAILS A-F.CONCRETE/MM S11r:ET 5 2.1N BLADE j,AND HV WIN"BLOC 0 AIM ENCRNMW.D TO WORTS IN UNISON WTI"FACH OUNER U),W4'THE Gt31ERAL LIMrANINS AND CONDTRONS OF USE)NwAI'EA ON SHEET 19 INSTN1.IAMON DETAILS C-M,CONCKVVEILCCL( SHEET 7 CENTCRUME DETAILS LTJ STETa 3,On,"''v.ACGOfi010N PNS(HY SCREWa),USED At BLADES KNIJONLf AND FOR DIRECT MOUNT CONNECTION TO TRACKS SNAIL T1£/1412.75"AND j14x I,75'RESPECTWF.LY,410-HT MINMUU SERIFS CENTERMATE AtTI'RNATRTC OF:TAI.S:KJ SHEET 9 SI'NNLESS STEEL$Caw$WITH 135.0 R1i YIELD STRENGTH AND IBD IoW TEN U STRETRtM PATI3 WKL DE CITED WITH MRT14A HY tACROSNIELD CDATMO T TEM AS MA2illffi:TVRM BY APPRO.EA COATING MPt1E•ATC1R5,REGISTT:RED WITH AMET:ICAY SHIFTER SiYST,,MS AT.rCC1ATX:N. PINS NLIST BEAR mE EN MARNNG ON THEIR Hf,AO. END CONNECTION DETAILS 1-B.LONCFO-, LOCK SHEE 10 4.ALL ALUMINUM EkTTT'JSIOILS SITA1.BC ALUMINUM ASSOC1ATi13N A2tOT AND TEUPER AS 1NWATED ON SHEETS 2 AND 3,MtNiL6FA YIELD SCRENWH FOR 60VT M ALOY tt 304 W,AD 307 kvi FOR Th.A%IUUM SPAN TATPXS SHMT 11 6D05--TS ALLOY. ANCHOR SCHEDULE-CO4C,RETE do BLOCY. SHEET 12 U.A.U.SL`REVIJ TO HE STAINLESS STEEL.304 OR 316 XSI SERIES OR CORROSION RESISTANT COSTED CARBON STEEL AS PER(T:N 54016 WHO 50 W MCT,YIELD STRENGTH AND 90 W MIN.'TEML.E SIRENGIN- ANCHOR SCNELLRE-CONC.RVE&8LCK;K SHEET IS AND SS^LL COMPLY WWI/P.OMDA OUILOING CODE SI:LTIOR 2411.344. ANCHOR SCHEDULE- CONCRETE b BLOCK SEW 14 6.BOLTS to BE ASTM A-307 CALYAVITED STEEL. OR AASI 304 OR 314 SERIES STAINLESS SMEC WITH 3S"WL'U 116 VCL-)STRENML ANCHOR SCHEDULE-WOOD SOM 15 7,SEE'nit:T'OLLDV40 SR,Z::ts FOR ANCHOR S'PE^-1FiGiTIOfiLti M!SUPF. Tz..13.14.1s AND 20 WsTALLATTON DErAILS M-R,WOOD SHEET is INSTALLATION DETAILS S-X,WOOD SHEET' 1'7 EN EAADE 0&Q)+ wcmKM 1N UNISON:12. 13 a i5 ENO CONNECiTON tJE:YAILS 7-12 h%,WOOD SHEET 18 B.THIS W£ATHA H.V.ACMIDON SH1.117M SY51EIJ MAIL,A 13.5 PATE#'f$'770,iP,2.COMPONENTS,OF TNS AOFROVA_ARE COVERED,IN WHOLE.OR IN PART BI'11S.PAIERT f;(4SW,179 i,AXD TD CAC2'RN METAL.SUPPLY,';W: AREA 3- MY IXtNQMBit DF QALY 9.IT SHILL BEE NO.RLSPONSIBAIIY Of THE CONIINACTOR TO VE'rNIPY THE SO1INDNESS OF THE STRUCTURE WHERL:SHUTTEN IS TO 6E ATTACHED TO INSURE PROPER AHCHORk,-CONTWY(:TOR TO SEAL/CATILX All.SHUTTER CaMPONENT EUrS.T WHICH RE.Wt1N. TPRO FASICHINCT IN CQN:fNUIX1'i.'ON)ACT TTTNN THE B:HLDiuc TO PfrT!VENT*,NDAWN INTRUSI(TTI. "M>RA Hum;ELEVATION SHEET 1$ 10,tACH UNIT MUST HFAR KFUMEJAI LABEL IN A VISfOtf P:.ACS WITH WAWW;NOM-DUPING PERIODS OF HLIRRICANE WARNINGS KIM OWNER. ITlT .OR(ITHW.31 MUST PROPERLY CLOSE ALL HJ AND HD AaED� . 4: CENrET41ATES AVO CNCADE OR LOCK ALL HV AND HD LOCKS. Aft 'I ONLY j 11N5TAL.SATION OFTAILS,KETAL SMV WALLS STTEET 20 t).MUTTER MatUPACTURER'S LABEL SHALL LIE TE LOCAED ON A F AD(LY wl-SOLE LMANON At ACOOKION SNIME.R Il ACCOROAACE WiIH SECTION 171D.9.3 OF FLIArDA WI:DLNG CODE.0)iE tABkA.SHALT EE PLACED FOR EVEFr!CNr WNC.L493MG TO COMPLY WITH 3MIKXN 171013.2 OF FHE FLORIDA E;;TttDiNG CODE ""' 1:.BFRTHIA H.V.AL.'•ONr:ION SHUTTER SYS1E3f5 TNJTALLAIKIN$KUL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY VVW NG AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUM TO, '14(o)THIS PX-D.PREPAVTED(R•THIS ENCISECR IS GE14EM AND DOES HOT'Af1OVIDE INFORMATION FOR A Sir-SKO"fiC PRoJECY;1.e,W,-;ERE DILE SITE COMMONS DEMIr MOM THE P.E,O. (U)CONTRACTOR TO BE NLSPtV sitf>,E'FOR INE SET.ECDCN,PURCa&—:k AND LVSTALIAOoN RLCwDIIO LIFE swm of,mrs TKTODL.K,M',OASEB ON wa P.E.D.,PROVIDED wiSNE 003 NDT D", H,VWV THIS DRAWING SHALL ONLY BE USED TO THE CClIYTUTNS OETAtLD ON THIS DOCUMENT.CONSIRJC?;ON SAE'ETY AT SITE IS THE wap,04144e$RES11ONSeUTY. 09TAIN PERMTS iN 'ME STATE OF FLORIDA jc}?NIS P.F..D.TMi BE CONV:IERED INVW 0 IP ALTERED TTY ANY LTEANS. SAE SKCU:r FC*THE PROJECT AND O WILI.CIE (R >ZgtE•FLA THE PROPER USE Of THE��NOR$EIi CWP AHGORDEACDNC ALI AER ODEIEGATED ENGINEER TO THE WW"WILL PEO.ENGIN ER SKAU SUB60T E THE EWANVY OF RECORD TD IH1S}LA:TTG2 THE SUE:SPFXIPK;.NDr'UkWIW,,I'm RCAM, j..)ORIGINAL.P.HO,:31Att.O:ATT W, CAIS'AND OR TIMAL MU.AND EtCdWTUHE OF THE PROFESSIONAL EXO NEER OF RECORD TYdY VWPARM tT. FLOW 8MWN6{ Ilan High V17sE,LITy,Hurricone Zone d At�.�� TI AAAA 4'A+ ?.010 fASTEPttI Mon.Sz1PPl,Y,iNO. BEKWVA !!7r�g A■S■�17■A■ AccordioTr Shutter System Liv.IXAM X11 W/OR W/0 H.Y.NND0W a,%M 'Tk TLLUT TEsTTNr &ENCINEERIND COMPANY �1R16riWt1 Shit 'mr S'ySfbmS DEsecwurn aAYE DRAwR eY: M.L. T A9S13e14NaTs Inc. I OLD I1-•192 A/T3/T5 PALET 1f 13/!S ^ +J•. �(. �Qf A 6x55 RA'760,.M.54.SUI,nICAAu GMDGNs.n•Yau Jr: -. X28 Wostroada grtva r , 1'M,.n:(3C5T67,.�1530 Pyr:(3fn16r+��1531 DRAWING Na yo r �+� . a-,va:CT1ea;gs 3.c..+r., St•39L (r.O.n Nanth, .. :5-34c77 x I'll IJV'+7�L S�W\�``` IM IFA a.61auT ir.P.E. 4 1�J"'Vvwl r+tT 1n1`t` k YZ A:u 1 44JR7 1 OF 20 �)HV 90'/18U'— --1JA1RjER ('3MV UNIVERSAL FLOATER WFIED Fore QUALIF1 M- FOR USF W/ HV BLADE C4)HY WRECT MOUK "0 USE W/ HV WINQQW BLADE* 0045-16 ALLOY AND TfwptR QUALIFIED FOR U�W/ HV C-W�. 063=1`6 AG,OY 4NO f(WER LADY' 1) ISEE ulAITAfiONS OF USE Or BLADE @ ON SHEET 19 605:$-16 A(JIADFA(t�YEMPL'It 063-46 ALLOY AND TCVPCA l7,HY J ADJ. ADAP .tun QUALIFIED FOR UFE V,"Wl HY—WALK—OVER TRACK BLAET QUALIFIED FOR Q�E W1 HY (6),HV-TRENCH TRACK 15045-46 AILPY AND ll�MPER --'OkJAUFIFD FOTJ USE W/ W QUALIFIED rOff Ill'E W [IV' ASLUIZ)[A% ,OY ONIY. BALNS BLADE-V, I ef)63-16 AI.LOY APID UICFIED MR U r. W1 HV #.w(iN-46 AuOy AN(! TEWCA BLADE 411 T-, aii— eu QIALII 1EI. FOR GSL W HV BLADE"'I)(I QtlJVLJFIED FOR USE w/11v BLADE lowLY 6063-T11 Auv(AND Ruprif, 'R)l HD WALL HEMERZSILL SIX VF„ Falk wmrP QUAi-IFIED FOR USE%V/ HV 400-Tr ALLOY AND TrwER &Aoc;j)CNLY. 043 TO A(ADY AH-3 TEMKII! 1) 12 A Y I" L -—--------- 51 MAX. 0.192' 0.19)," @ 2x �tal CORN ALAUFIEra R E!, IFIED FOR U 11v QUALInE USE W/ w . to FfY y At 11Y AND ILNPLR 0NM 0 pi R 6063-T6 ALLOY AND TCUP11:rl FLOM Buit-Di* CODE(Mon H;g?, Velocity Hurricane Zone' 0 zols Mrtnu NF.Tx,Sway,INC. 1811WMA HVTM Accordion Sbutter System Z7T71LT7E7C AS,S.A. H.Y.B-CE#1 W/OR W10 KV.WI WN RAX American Shutter Systems TILLIT TESTING ENGINEERING COMPANY _DATE jR5L*N�E' U.,t A"oclation, Inc, i�� OW H-W I U.U.,V5.Y.M.%WK.A��M ggE • .. '1 4268 'Rellroadq 0&e .2 I M- F%.:(3M)V,-V!.11 LO I*C-s, 001,n tico�, FL 3340" 3 YK fry A Miff E. 15-085 nV41A Lk I 4('E: 2 nr 20 AA v 1,; WtVO4&ANAL r4m"NI'M JX " Mn­ y ZS2^ i 75* HY LOCK ouALjprrj HV E12RESS LOCK HV MKIN6, e063-T6 ALLOY AND ICUP DUAL. ED FOR USE W/ W DIME I Qq ONjY 4, 0 WIED FOR tw OVALIFIED XOR USE W1 HV 6083 rr ALLOY AND 4a HV GQHNER CENTERM&TE ONLY, BLAVE.,T)'. 0 ONLY. Q'UAUF'iEO MR USE W/ W BLADE"Q)ONLY - _ZU0,O.D. 5— 4063,76 ALLOY AND TEMPER A MW UOLMU TO -j4k4D-..., RVORE MwlINf, -v 9W w *tkR HIVET)w P 1/4" 0 x 3/4" THUM, --29 RIVNUT* S. L4 *SM3 744.ALOWJV(7,024-U MICY)LMWt rt M>�7114 nffjV Mrj*..LV.eAW I*M.A3 WMJrAMWD IV AVLU -t nrzAN "KM aVATO-N HY MALE -Tft LOCK C L*fw ltvon MW JMv 0705,vi f(AW, '0 NY ALrERNATIYC ENTERMATE ......... wgKg&_f0R -,LOC rftaRMAT CUAUFIED OR BLADQ ONLY q�! EEMAlL"l"A()Cy,-_r ERMATE 54 I -,E USE OLAILi V� w Iw PC,. � H - IV a—* out-unal PoR usc w/ tiv BLADr,'-,)o-4LY I'M Tr QUAL!I`ICD FOR L-'SE W/ W BV-DE Q)ONLYONLY, 6063-76 ALLOY AND TEMPER 50611-Til A4.1.OY AND TEMPERW/W BLADE(1)ONLY, .......... I,9R e4V, %-fKwYwN CAMS M KEY MWDCR --6 Lr.. 'REJW, uox. ,�ad-" W-nik", HO CENIMAME wz NO, D CENTERMATC Wl.LOC 0 ouainm, rw use w/ IfV BLADE 01OWFIED FOR VSC W/ HV 6LADET-fitMl U -it," I R 1:, 4110Y AND ICUPILR j HD CENTERMAT 0%3-Tg Away AND 1EMPER -E OVALIFIED FOR USE f SLAW( (f P) ---------�/q;z-,20 t,,;.on ve. WO 1`6 ALLOY MPER A rj�xv.% ! L (4F aC7At.`:) F^"" i"•_--•Y ... Y_. ' ..-`.';.._;�............ -~ �LrNOE'� r HD LOCK OUA-jF`Iv-D FOR USE wl fiv Ell- I D I--L�R-, iv 3za,-,A-16 ACEEAL 20 Al.:g 304 0(RMEW WZ-1WARE NITMIM 101<21;SERCS 23,%3 ROOK MIM LOCK. 606 -T6 AI.L � !Fupcfz THUMELSCRM L 'SERIES S.S. THUMBSCRE0 ro!? �r 't WIJ� RfOUtRE A 7/16. KOLE 0UAUFIEO FOR USE W1 ffv BLADE �E W1 HV SLADE(l DATUM AT TFWKS POR PROPER EM9EOMENT 'OUAI-Ir BLAOLU,4) IED Fqa 0XV Wilb.V_ MOA BUILD1 Coof(Non Mgt, Velocity Huff"Cone Z,s,se' 9 20iS CAWMi*FETAL SUPPLY,44r is, Accordion Shutter System /TILTE C 0 INC. A.S.&A Kv. axE r. W/OR W/O IJV.WNDW MADE American Shutter System. M�.iq DMO�-.01 OATC D"?l 7ILLq TESTING & ENCINEERINt COWPANY Awirclation, Inc. 4�— 1N , � -WOM 4268 Wesiroods Driye. ph'.. ORAWNG No Was.. P011) St-coh, WJ7 15—,, 08 W&TCR k PLURE. flaa'A, 4410 SEAL/SIOt ATURt, OAfF 503 14F5 20 AND CENTERMATES, A B C 0 '� 3• y} k N t V a ! Y u1 Q3 '' �.•�, °"1 « ?. ONE K ia�or��St 4 BE USED AT 1/2 OF SHUTTER$PAN TOR ANY SPAN i1 OR ::2-OR 2 OF BE _ SPAN FOR SPANS VP t0 ROS;AND fOR 11 TA11 TIONS AT ANY CLEVLOCK�r MAY BE 0 AS AN INSIDE OR OUTWE LOCK,ATTACHE,TO '�`�OR+�" CEN /{27 1/4'4»YO x 1/2" ONGcLAT WEAll S.S.M.S.LOCAT.ON OF LOCK SWALL EOE AS INPiCATt�ON YPIER E1dVA71Ut1.rLOR 810E FOR BEt1UF't UUI"TM OCC UCY..COtIHEGTWN 4 E OR FOR SECURfily P I OCKS 70UC Y1ERMP TO�A 10 MAT AS ANIWS .r L f: E TESlip I�IAf#:AS iNDICAT, ON NOTE(1)ABOVr_OCKS S AS MOICAIM ON TYPICAL SHUTTER ELEVATION, VAM •tCSCKtHO RODSA.M.UT REQUIRED AT.HURRICANE I'il AY USED IF T1� }fkfD TO ICE SHUTTP.R PET:FORMLOCKDLO RODS 4 OR AN ALMRNATIVE DEVICE " t / MAY ALSO BE.USED AT STACKING POSITION (NODI HURR.Y;ANE POSIT104). 4. I:ONE HV LACK Q A tNLI BE 11rED AT CONNOR CENTERHATES FOR ANY 5PAN AND LNBTALTATIOftS A7 ANY EtEVATtOM.HV LOC{C tY or!' SIiAL1 BE USEi?AS AN OUTSIDE OR INSIT}E LOGY{, n + ... .f .. _ ATTACHEO TO 0.4 CORNER COMMAfE W/(2) I/`4 P-2O�x 1/2'LONG nAT HEAD$S.M.S.TWO LOCK:NO RODS S{:r ,i5 iN!gv ' (� + ! AT TOP&eOMM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL WUTTE.R ELEVATION, +�,--"" `! I x� MAXIMUM SHUTTER SPAN S11P.L.BE WrMM1NED AS PER 5C41EDULES SHOWN ON SHEET 12. g„ ?P ONE MTEJ4TE TN LOCK�M_Y nINKxNS AT ANY EIEVA7K?N,ABE !A11/1 Ufi 0UT9pE 04tRMASNALWftx�;,{a y 5 ., RNNIti AS SHdWN 01J SEC'RnNLtY'K BE USEF SFIVTrETi a'rA41 0R TWO 11111 , X:k:,ATIS QF SHUTTER SPAN.i3 FOR KEfST K Ma.rrhw]MiSTN1AT'tOMq• nNE fIV 1E)CKor to&•w.L.BE I VSfO AT 1/2 OF SHUTTER t',P.+N FM ANY SPAN OR 1W'ABOVE OR BELOW 1/2 OF SHLIITT:R SPAN FOR SFMS UP _ I i 1 __..; TG s8',01+0 FOR INSI?1lAruJNs AT ANY EL.EVAnoN:IN LdcK4 or 4rq aAY B[us[o AS AN INSIDE OR • I OUTSIDE LOCK. ATTACHF0 Tn��or 0 SI(MMURICAL.M'TERMATE5 W/(2) 1/4'-20 x 1/2`LONG FLAT HEM S.S. St:E ENO-...1 M.S.LOCATION OF LOCK SHALL•BE AS IND):ATET1 ON TYPICAL SHUTTER ELEVATION, USE'04F L.00KMO ROBS i"W A /t.. OLTAL CTiCiN t r `I^L,'. y OR to TOP MIO BOTTOM 15 COMPI.}T[LY M.4^1DA,TfN?Y'. TIG•TNLS ON o �r� c x 1 , x L N i� p (� ■> v {w {a� t I -.. _ _ IR IVa.RULLTi_. } *NOTES N " HF.IGW. ( *_.E4 HY 'r LOCKS.AND CESURMATES• , ._..__._�.,��.._._.__._...�..__._.._..___._,.u"1>rWtx fea•.� .... ............_........�....._........ ....._..__.._..... �_! 0!'CORNER i aE .�f;,i •�=TiTO ANit LfNTERMMI _ \ CE.ti7ERMAre 4iII:'ONE At ORNATE ITV'T•LOCK M MAY BE IM 3TALLLD IN LIEU OF'ITV LOCKS 2 j OR 4.S f'QR ANY<•AAN AND /17}cW n�6•(7�oH�Fj;•w(i Qi•Y 3t u INSTALLATT.A AT ANY ELEVATION.ALY6f`li1TE LOCK((�?4%Y BE USED AS AN INSIDE ON OUY„ICE LOCK„ATTACHMENT OF 1.OdK "LSO, INCLUDES USING RUNFfIRCMii 'OCKFfT'” ..� .:.. '�:h,A!i Srt09+K!>FI SECTION IicKi,TiHEE7 B,ti?tICH ML;SF BE ;<T 0;•`I.r,.F"a"`�f' jou,'171«(! m --......__...3 CON�Lf r,TO CLTOERMATES 00 ANDu_I W%1/4'e-20 x 1 1/2'LONG S.S.T'HREADEO 001Y WJ 11,1'0 x 3/32' WINGNUT OR W/1/4'0•-20x1'S.S.M,S.INTO A 1/4'0x 5/B'Rh?Y11%LOCK MAY BE INST7L-10D AI MIDSPAN OR 12" t6+-:�7}'(1 ^rr;{6 J•07)`1�4 MAXIMUM ABOVE AND BELOW MA;OV AN.WE OF'iWO LOCKINO RODS S�TOP AND BOTOM 15 MANDATORY. 1 1• A . :ONE AI.:Irt9tE H0 LOCK MAYBE USM IN UE`U OF ttV TACKS OR(2,�"FOR ANY SPAN AND INSTALLATHSNS AT ANY ELEVAU04.ALERNATY.HO LOCK ., TYPICAL 1) HY BLADE SHUTTER ELEVATION 1 MAY BE.U.SED N .S. AS AN INSIDE OR UUISIOE.LOCA.ATTACWCNT OF III:LOCK Cl�TO O! 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LOCK C)or 0 or or MANSORY wOt>D (1)L+:MAYdUUV ALLOWARIE SPAN FOR.A GPr€N HO LOCK W/NO LOCKNNG RODS 1" or ONE HV Lm'K or�S�"r3 or & W/ONE HV LOCKS „_„,_,, . PO$}T(r;A.S.O.VESICA PIiFSSURE RATING. '�•� �� CR w INO LOCKING G 1.-;MAX.ALLOWABLE SPAN FOR A GIVEN N£GA)'x CEP17E„hAitires $c$ W/ ONE HV'.T' w/ NO LOCKING ROCS� f WALL R, 6, C. D. _, M, t4, 0, P,0, A.S.O.DESIGN PRESSURE RATING. LOCK 0 W/rwo LO^”KIlk RODS TOP Fe (SEE NOTES t,It) OU5(VALID MOUNTING r, K 1k L R. g, d: V. (VALID F'OR Y(X/NTINa Q QOITOM SEF NOIE:S 1t SHCEr 7j FLODR/CEUNG WA iT<O CMAC T( DEYERAUNG MAXIMUM^af'AN FOR raNi;KF.TF,h WOOD CtltFCNEYE MOUNITNO M, i. t1,J T, 1), W k X WN.7,MWN11NC5(TOPj$GTrGM)OR fLCOR CEILINCr. Ccki:FEIE d: NUaO INiTALLAi1lx±9 i , 4z6AY AseUF9cn R 'It" INSTALLATIONS !""-"'—' -•^.—..........-. NEN A P&=0E rL$D.Of.SIGN F'h'h:$SURE RR17tiG, F"MAW. WALL.MUUNI"', FLdiR&UH0 in°^3U'K WALL M3MNtt7+6 PI¢s^tBY F OEr RMINE,MAXIMUM SPAN 1:H"FROM S;C MOULZ PAW 6tOVNiK4G WWI h A\iFxa COOR/CnUr+C MCVNGttC W.a11 is+r•) FiftrlR/CEII.MG MrXu+tevG rF,.,F.3 OR L'K?7 A NEGATivE A.S F.DESIGN PRC.SI&ii=ttA11NG, {a rm-) ,.•_...,. ,.__......_.__................_......_........ Cs taa-} _._.._..........._ {«b±-) Fi00f++JYtKA._MtXIH1iMG._ DETLTiultic MAIDMUtd ;PAN "L-«.fRom SC±;ECS IX, L«(sv IT ) t"(N) L f (R' �.....L- _. L± W) 1,••80 d 4FAXIMUM Srii/tT£It'"rPAN"L+`OR "L-"f'UN 30 OR LES' tG'-•V` 7G'-0• i5'_.p" iP,-0" ;SG W-a' I W--0' SU 16'-Q" 1$'._p• INSTA7.Lknms IWC W00A VIALL eU I.I&OTED TO FINAL LIAXILIUM ALLOWABLE SPAN 6 EQUAL TO TKE: .__..._....__... .,_......._.......... ,..,_._..,.........._.,,__. .»............. 105 fist.11S.01 DESIGN PRESSUPE'RATING. NMI �MUN DETERMINED VAN$f:TWF_'EN 1.+'AUD 1:-'. S:i 11'-SO• i4'-t0" !�'^2" f5'-O' j5 iF•-ta` 14'-"ID" 35 M72. tg'-1IY tS'-'a" MY DUERMI I MAXIATUM'!PAN rOR .,...,_....4`.S t3'.-t" i7•.•-{_ 13„-�{" id'-S" 45 11'-.+• 13•,.!' A5 t3'-i•....._....54«.3� INV CORNER CENTFRAitiTE 3 MY O[:U51'D At AI.L. C g' t1 c sN!G'7![:E'N W MOVN'Cf.GS a0 iZ'.-$° t2'••5" 12^•$" t3'-7' :,10 i?.'..3• tZ'-S" ".SC± Il'-3' _ IY'^1'- M1i7UNflNC!NSTA4.t.±iDONS.CO!'KtNX,5P'gCiF"K`hTiOhiS Yl/FLUOR/CCeL 7NG;Mt3CMRNG$1 NOTE BE tiff INDICATED, t NC10 dED U N MAN` t! -•t�i:-A4:,.-.IZ:�S.�f�;,J °ii It'-iU'... .�S'-]0 55 \}"-1�� t7'•*11' JhTC%2T'LY3t DTK)N�2 _....... .. ......11', ..._....._..,...,_....._..... .._...,.-f-,• ..._,..- .. RATING;A GtrEN PU5777vE h^.O. DESIGN PR?TrSVRE T M-rer.._._. ___..-- ,. N.�IE B`t.SNS:F.T 5. -....__sa._._ 11'..e"....!1.`•+�....»i Y"'7.__ii�'¢� 6O ..........1 t�;'T" ..._??•'�•--.......r._ecr.e,..••tn�=-...!._tr�.is_� »_.._ .. 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