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HomeMy WebLinkAboutProduct Approval (2) 1w 0101 BUILD/NGS PEAK ROOF HE70NT DESIGN WIND PRESSURE FOR CaUPOMENYS&CLADDING(P.3.F.7 FOR ASCE 7 10 PEdK ROOF Mfl uT Erec Fuca nn toile/ rn an FEET ar S4SIC WIND SPEED- 170 mph RISKCATEGORY/1 BUILDINGS RES/DENIM.APARTM£Nr BUILDINGS&CONMERCGIL BNLD/NCS(RETAIL,WHOLESILF) PLAT( L••1!55 DLIN 7'-9• L••QRMRR OR EOM[TH1AN 7'-9•AND L••GREATER OR COLI!NUN 12'-J• RODE [[SS DIAN HDGI/ rOnmT MEMINE R6IIIVE NEMIM AO.41IA'C NLGIIDT • LA1 mYR mLIR ULRRArt IS0. LLDIurt RYAR AS0. LS0. U[IAY NDICLILD tt3ti11 MNO P/✓t•,61/RES is, 76.4 45B 7024 67.4 73.0 iJ.B 95.5 57J 68.5 41.1 86.4rt 51.8 '* CaPlRSPD'm m II¢LLLmIWI CND >13'-20' 80.4 48.1 7076 64.6 76.8 46.7 700.4 60.2 720 43.2 E'w0 am ae Ia?cmmiu.s 90.8 54.5 D fDF All ROOF BJ.6 50.2 171.9 677 79.8 47.9 /04.4 62.6 74.H 94.9 94.4 56.6 sOPES >23'-JD' 86.2 51.7 115.5 69.J 824 49.4 1077 64.6 773. 46.4 974 58.4 '**L A Sx >JD'- ' 90.7 54.4 121.4 72.8 86.6 52.0 IfJ.J 68.0 81.2 48.7 101.4 61.4 BuOE M \ SNNIFR IpbIL >40-50' 94.3. 56.6 726.2 75.7 90.0 54.0 i 177 70.6 84.4 50.6 )06.5 63.9 PR icrs Mew BGw A >50'-60' 97.J SW4 IJO.J 78.2 929 55.7 121.5 72.9 871 523. 709.9 65.9 YLAR-6NE LnuNn at A S1AT OF Ra'✓>a AFSgOML BUILDINGS PEAK ROOF HEIGHT v DESIGN WIND PRESCUR FOR ONPONEN>S AODIH (P F)FOR A=7 10 PEAK ROOF HEIGHT GRUTER THAN Rn FEET# 845/C WIND SP£EO 170 mph RISK CATEGORY//BU/LOIIJGS RESIDEN714L,APARTMENT BUILDINGS a'COMMERCIAL BUILDINGS(RETAIL, WHOLESILE) P10 (ft �E`GNt P!M L••LESS NW 12-!• L••ORMGR E0UU DUN 12'_3• ROLL H£iJII YOSRNE NLMMVE AOSNM NLLAtM LN mart rarourt Lsa lrtln.rt LL1Durt 7D' 91.5 1 54.9 167.7 100.6 64.1 50.6 1 748.4 89.0 BUILDING SCNEMADC >ro'-BO' 93..6 56.2 171.6 1 86.2 51.7 151.9 91.7 95.6 574 1751 705.1 88.0 52.8 155.0 93.0 973. 58.4 178.4 1O74 89.7 53.8 1579 94.7 >100'-iLfl' 100.5 60.3. fB4.2 110.5 92.5 55.5 16.3.0 978 1 1111.4E>�� >720'-14D• 10.7.2 61.9 189.2 113.5 957 57.1 167.4 100.4 11/ll f4 >140'-160' 7056 63.4 1936 176.1 97.3. 584 I J71.J102.8 ��'s� >160'-180107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 1\\\4P; wn.••✓A q \\ V VC C >1B0'-Im' 109.8 65.9 101..3 120.8 101.1 60.7 178.1 106.9 \ >200'-230' 714.I 68.5 209.2 125.5 105.2 63.f 185.1 111.7 No.44167 t >25D'-.m0' 117.8 70.1 2160 129.6 108.5 65.1 191.1 114.7 >JOD'-350' 111.0 72.6 221.9 I53.1 111.5 66.9 796..3 rile •ai STATE OF 123.9 74.3 127.1 IJ8.J 114.1 68.5 200.9 120.5 >IOa'-4,50• 126.4 75.8 23.1.8 1.39.1 nes 69.9 2os.1 /z3.1 _9�.C` ••:�ORIDP �}�'\\\� <(/` >430'-300' 728.8 773. 1.36.1 141.7 1 rB6 71.2 109.9 125..3 This is Nof A Masser Drawing, �ss/oroA�ILIV 01\1\ Valid Only For One Time Permit, 4££•11411" 1.1 1101 ttRMN SKNEO AAb STATED MNR!010 CNMrFN£PAIdD BY TILS EhY.MELR fEtSED ON ASLY 7-10 FOR A lIl9O MNO SP®1 170 YflL AND 2014(51h EPRKW)FLGRI04 BUILDING COOS-D,IDWARD.PAW MM LURM,5/.LWE R WDM RNER Ll7UN77E5 APMG91[/AK MROt]RY BLfOMG!f>f4TlNESS 6 LYLOSEI[LY QXGC AND OYlES AM IADYIIIE 00¢RYIRLW FDR A SIZE SPLL6K HIO.kt7. 21 Me!MND LOAD OYRr 11U5T M 3KNtD,SLVED ASD MRD BY 1105 pWa:EIR E[6EO m ORfAGS A ONE mR BURONC RERNII. ASCE 7-10/WIND PRESSURE CHART As.vRnN SRA%A F1EhE1�ALCTY3IQY B 841"SM/DERS••• sMl[ JJ Rl1R'S iE Amm eE Rf3 De mE'cl�av or a­imm mE55WE 6asL0 av nEs OENERc Mrm LD.D oaRr. 99E G7T.ll HOGS o6/1 r/Is 41 Nos MND Lnm I L ECO 1 K e. WIND PRESSURE CHART 411E 6Avc mN0 sxm-Iro s1 0lS1GN MND LMD SCLLCRD er llR L9NRACRLR OR lVa0r HROFR FRDY RO!MIND L61O ONRI SNA6 fS PPAGIEO ON A 519.44.41E D11A07f.'pREPARLO 9Y yWp1[K��a ODy� EVosvxr D.Ke-aa5� 15-18B IME CLNIIdCIDR OR RW6f NOIDW(w0..L%L10.9fEET,0.'EfANG 5lltWLE%ANE O7T SNR7,EID1. fmP4 MIMP4 Ma fH-0006719 Ltd g 16> � - SNII7 1 ( t 6 3 u rr .,y,;�y�"" ,� ti�a.'•�;����;^_. `� - -w`�,'� „' �r�:s��� ^�-�443z:�v:�nc=,.....Pa -? BCIS Hame ; log In ? user Reglstratien Hnt-.Pies i Sut—il Surchorge Stats'S Facts i Pablicatfons i F8C StaN ;' S, Site P LI�s Seacb 'D. usiness%'�;1 Product Approval Profs Ssib d) USER:Public user . .. Product App,—,Ij!•t_nu>_rmrlud or ADI;}itd'f;�p,�:wun_i_>At,�;i:c�;,: ,,,4T5t> tication Detail am FIR r A - FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved A Comments AI',chived Product Manufacturer American Shutter Systems Association,Inc. AQdress/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com A6thorized Signature Bill Feeley i Irod riguez@easternmetaI corn Technical Representative Address/Phone/Emaii Quality Assurance Representative Address/Phone/Email Category ( hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer g Z Evaluation Report-Hardcopy Received; Florida Engineer or Architect Name who developed Waiter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute j Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received 6 l Certificate of Independence ;L.:$ ._ Referenced Standard and Year(of Standard) Standard 1 Y—t 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 tt 4 r E i 4 I i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 369.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret jined by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection t 086 # Limits of Use Installation Instructions 3 Approved for use in HVHZ:No ( _?F....._2,=?....H• .5_A•ir7;.,.,,,=1?E'C:,_ _JR4.:2'` Approved for use outside HVHZ:Yes Verified By:American Test Lab pf South Forida Inc. Impact Resistant:Yes I 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 A.C. . positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Pzrty: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 i 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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interiockingiblades ret 3ined by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use i Installation Instructions Approved for use in HVHZ:No :,_Tr3' ':=,.s-`x 7. *1- Approved for use outside HVHZ:Yes Verified By: American Test Lab of South F lorida Inc. impact Resists .Yes Created by Independent Third Party:Yes Design Pressur •N/A Evaluation Reports Other:Large miss) e2,"D".Max.Span is 16'-0"for 30 p '< 9 p.s.f negative ASD load depending on centerrrlates and Created by Independent Third Party:Yes l locking rod configuration for the HV3 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 p.s.f.for HVi and HVSA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans a and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking!blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No E 18_ $. •I__ .5. INC. Approved for use outside HVHZ:Yes Verified By:American Test Lata?of South lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load rt3rt _r`A S.S.A.tFI, P? R•-%K4c i. '33?'_.iLti for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yesi 12,25 and 28 respectively — 1 i8nr1: +v.ext 9 Contact us.:2,601 Blair Stone Road.Taliahassee R 32399 Phone:850 4e7 3824 ; The State of Fbnda d an AA/EE-0 employer.copyright 7007-20+3 State cf 11.6d..::Privacy Statement::Aoeessroility Statement: ggjund statement lillderFlOdda law.Email addresses are put)IfC reCOfdS.Ir yod da not want your email address released in response Loa publiCrretyrds req .SL,d0 ntrt 5ertU eleclroniC grail to tltis entity.Instead,contact the office by phone or by tradiConai mail.if you have any questions,?tease contact 853.487.1395.•P uant to Semon 455.[75 G),Fidnda statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.trust provide the Department witti an eniali ad ress if they have cite.The amals provided may be used for official communication with the licensee.However email addresses are public record.If you d0 not wish to•upp:y a personal address. please provide the Department with an email address which can be made available to the public.To determine if you are a licensee underlClient-455,F.S.,please dick hem. Product Approval Accepts: Credit Card Safe i I t GENERAL NOT f.HERMA N,V.ACCORDK)N SI4UITER SYSTUI SfIVATI ON 7NIS I'RWL1Cf EYµ.LM710N DOCUut Nf((P.L•'.0.}}fOl9 FIrvN VEKIFIED FOR C.OUPLW,CE M ACCORAANCE KM THE 2D14(51h EDITION)OF THE FLORIDA __.__....-....--_-._....._-...-.....--� BUIL()ING CODE.THIS ACCORDION SIUTRR SrnV SLALL NOT BE INSTALLED AT HIGH VELCCOY IAJISRICAt(E 7.Ot✓£". 1 CESICN WIND LOADS SIW1 RE DMONIINED AS PER SECTION 1620 OF THE ABOVE,MENTIONED CODE,FOR A BASIC WIND SPEED REQUJRn, TTY THF.JU$dSX DN WHERE SINTTER WIU. TORI F OF CONTENTS fiF_INSTALLED MIH A D9tEC1pHQl1Y FACTOR Kd-OAS.USNG ASCE 7•-10 AND%WL NOT EXCEED 14E MWNUM(A."')DESIGN PRESSURE RATHiSS INDICATED _ UH SI1Ew ETS IT THRUM 1-S, 200 ,.„. �.-•-»«•. --«-•-• M....•,.,.v..eG.W. ,-.,.-IN ORDER TO VERIFY THE MSR CONDITION.ULTIMATE DESIGN"NO LOADS DEWIMUIEO PER ASCE 7-10 SAL BFIRST REDUI�YI To A.S.O.OkSic"'�""wigd"CtL'�`"""�'"'""'""""""""."""" BY mULTIPLYING THEM DY 0.6 W OADCRID COMPARE THESE W/MAX(A.S,D)"WON PRESSURE RATINM fIR1omm ON STR1T5 11 DTdI I3, 19 m 20. SKEETfFNERAL NOTES IN ORDCR 70 VMrf THAT COMPONCN(S AND ANCLIORS ON TW,P.E.O..AS11WmmERE'N (MER SI CWS).A 43 X INCREASE:N ALLO'WASLE MTSM FOR MMD LOADS WAS bw USED W THEIR SYSTEM COMPONENTS 1-.20 SHEET 7. ANALYSIS.FICNMADDt A YAW DURATION FACTOR CD-1.60 WAS VSFD FOR YE7TIFICATIO£TEI.I.N OF FAMINERS IN WOOD. SYSTEM COMPONENTS 21 37 SHEET } _,.._...., ...... ...BF,RRLA:HN.::ACCQRDLO•N.S1{UTiEF•:SYSTF►I S.ACEOIFACY_1;UH.MIND:ANO..TARO£..IY?t.A�INP/lT..lII4D.l1F3.flLT(YERIfh71..W:ACCUfjIMN.CE,N'UH.5E4(19N.1009.1.20F�.TNE_.lt�rM,M d..CODC_AS f!ER..-..,.,..TYW�M-.BHUfiA?:�BABiY:::.:.38-44 ...>..•.(rNEFT:.M1.•.. Alt REPORTS: 7YPtCFL WINDOW BEAOE&WINDOW DETAIL - .. .. -iN SIADE01 10214.01-03.10715.01-03,flOO4.01-05,01214.01-a5,p3tim--OB,fL1609.01-t0 AND/p2mot-1t AS PER TAS•-2M,TAS-702 AND TA5-20:1 PROTOCOLS AND ASTM F.-1666 8A ?• W RLADE6) ND W yINMW QLATIP 8 AND E-1996 STANDARDS(MISSILE LEVEL.D,WIND ZONES L 2 31 3)A:112.20-01-10 AS FEN TAS 301.203&203 PROTOCSX.S LARCE MISSILE (WHERE A_PPLI AMa _W wINOOW BLADE 6 10505,01-09 AS PER ASTM E-1686 AND E-1096(MLSSILE LEVEL D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND f 0725.01-116 AS PEA TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&ND=ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/WXX SHEET 6 2. W M"(O AND W KNOOW FUME OA MS ENG NEERED TO WORK IN UHtON XIII EACH OTHER UNDER THE GENERA.UIDATIONS AND CONDITIONS OP USE IRWATE0 ON'SHEET 19 INSTALLATION CLEfAn G-M.CONCREWPLOCK SHEET 7 CENMWATE DEEMS W SHEET U 3.TIMLA H.Y.ACCOP,DWH PWS(IN SCREWS).USED A7'SIMUS KNUCKLE.AND FOR C18ECT 1FOVHT CONNECTION 10 TRACKS-SHALL BE+14x276"AND 114.1.75"WPEiCTNELY,410-I(f 166HIJULt SINES CENTERMATE ALTERNATING IIETALLS HV STILET 9 S(ADiLESS STEEL SCREWS MIH 139.0 keI YTFLD STRENGTH AND 100 kal TENSILE E.TT4134CTH.PMS SHALL BE COATED W TI GERMA HV 13 CROSHE D C50NO SYSTEM AS MAN TU Of APP OWD COAMNO APP1X.ATORS, REGISTERED WITH AMEAteM SHL1nT.R SMTEYS ASTIYKIS7ATKIN.PINS VUST BEAR THE W MARKING ON TMR HEAD. EJ4O CONNECTION OI:TM.:.I I.-G,CONCRETE/BLOCK SKEET 10 4,All.AIIIMiNUM EXTRUSIONS SHALL BE ALIWIMUM ASSOCIATION:ALLOY AND T[NPER AS INDICATED ON SHEETS 2ND 3.kJoMuN YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 ket AND 35.7 Iwl FOR LTAXNUM SPAR!TABUS SHEET I1 6005-75 ALLOY, 44trOR SCHEBULE- CONCRETE. k BLOCK SHEET 12 S.ALL SCREWS 10 Of SIAINLM STEEL 304 OR 316 AIS;SIRTE,S OR CORROMN RMWANT COATED CARBON STFY:I.AS PER TRN SWAS WMI SO kat MIN.YIELD STRENGTH AND 90 W MIN.TMSIL.E''j"'ENG114, ANCHOR SCHEDULE- CONCRETE dt BLOCK SHEET 13 AND SNAIL COMPLY W/FLOROLA BUIIDRIC COPE SECTION 2411.3,3.4. ANCHOR SCHEDULE-CONCRETE A BLOCK SHEET 14 6.BOLTS TO BE ASTM A•-307 GALVANIZED STEEL.OR ASL 304 OR 316 SERIES STA94LESS STEEL WITH 3S faI ANOMIA YIELD STRENDTi ANCHOR SCHEDUI.F.--WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR M,CtIOR SPECIFICATIONS:W SIAM(D: 12,13,14,15 MID 20 INSIAIATNIN DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 W BLADE:(D k U WORKJ43 IN UMSO:V: 12.13 A 15 E14D COYNECTION DETAILS 7-12 k X.WOO SHEET IB H.THIS BERTHA H,Y..ACCORWN SHUTTER SYSTIV SEARS A U.S.PATENT fe'77B SBL..COMPONENT'S OE'T11LS APPROVAL ARE fX APD,IN WHOLE OR IN PArT FN U.S.PATEW 15'4W,1T0 ISSUED TO EASTERN METAL,SUPPLY,REG. AREA 1 HV W-MMM-BLME ONLY 4. IT SHALL Or.THE RESPONS(BIUM OF THE CONTRACTOR TO VERIFY THF.SOUNDW.VS OF TNF.S1RUCCAJRE WHERE SHUTTER IS 10 W ATIACIteO TO O,SURE PROPER ANCHORAGE CONTRACTOR TD SCAL/CAULK ALI SHUTTER COMPONEM'ETXW,'S WHIC41 REMAD,,THRU FkSTENfND IN COMINUOUS CONTACT WON'DIE HTILDING 10 PREVENT WIND/RAIN INTfdJSlCt, TYPICAL SHUTTER ELEVFSiK1N SHEET T9 10,EACH UNIT MUST REM PERW.4ENl LAOM IN A VISTSU PUCE WITH WARNING NOPE:OLIRDNG PERIODS OF HURFIX-ME WARNINGS HOME CAYNER,TENANT,OR OFFERS.MUST PROPERLY CLOSE ALL HJ AND HD AREA 4. )(V7 WINDOW BLA2EiffiO_ t LY CE'NTEAVAIES ANO CNCiADE OR LOCK ALL W AND NO LOCRS. 1 11.SFIUTIER MANUFAOTI)REWS LA.W,L SHALL BE.LOCATED'ON A READILY VISIBLE LOCATION Al A.;fwRDiON SHO(Mi IN xCORO+NCE WTrH SECIION 1710.6,3 OF ALORIOA BUILDING CODE. ONE LADEL S`IALL.BE IfLSTA.1.AnON QEI'AILS, METAL S7UD WALLS,�Mµ• SHEET 20 •� PUCFD FDR EVERT OPEFONr,LABELING TO COMPLY WITH SECTION 1710.6.2 CF TrIE FLOILDA OLRLDNO COVE. 12,BERIHA.HN,ACCORDION SHUTTER,-MWS INSTAIIAMN 41µL C"LY WITH SPECS INDI(:A1E0 IN 714M ORAWING PLUM ANY BUILDING AND ZONW,REGULATIONS,PROVIDED ITV TrIE JURISDICTION WISER£ PERMIT IS APPLtEED WX 13.(a)IMS REO.PREPARED BY 11115 0412WCS IS GENERIC AND DOES t{OT PRCVLDE INFORLIA710N FOR A SffE SPFCIf1C PROJECT,i.e.YANERE THF SIRE CO}IDtit0N5 IN-1MTE FROM THE P.E-0. (D)cONTHACIOR TO Lie RESPONSIBLE FOR THE SELMOON,PURCtWSE AHO KSTALLAIION INCLUDING LIFE S01M. OF'MIS PROWC?, (LASED ON THIS P,E.D-PALMED HE/SHE DOES NOT DEYNIE FROM CHIS DRAWING SHALL ONLY BE USED TO THE LYINOT(DNS DETALED ON THIS DOCUMENT:CONSMt1CTION SAFETY AT SITE IS THE COMRACtOR•S RESPONSIBILITY, OBTAIN PERMITS IN TETE. STATE OF FLORIDA (C)TWOS P.E.D.WILL BE CONSIDERED INVALID R"ALTERED Lff ANY MEANS. ((0)^ St;GFtC PROJECi9 SHALL.BE PREPARED RY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 3F:COLff.JW ENGINEER OF RECORD(E.O.R)ECR THF.M'DJECT AND WHO WILL IEE itESP alsn FCR 7W PROPER U%Of`ME PS-D. ENGMNEER OF RT-CORD,AOIINO A5 A DELEGATED ENGINEER TO TLE P.E.G.[71CINEETS SHALL SUBMIT TO RIO,LATTER THE SEW SPECIf',L".DRAWINGS KM REU.ITY. (ej ORIGINAL P1.0,sYlall BEAR 114E pATE'AND OWCRtAL SEAL AND S1CtLATURF OF THE PROFESSIONAL EHC4/EER OF FECDRO Iw. PRE w V 11, FLORIDA BUILDING CODE(Non High Velocity Hur-lcone 7.?R1B 0 201t,EXTEAN METAL SUPPLY,IW,, �ICfiI�(rs'' 'v% Ir Steal ..... y�►�Iy� ©� ....... .Accordion.ShutLer.. .y. ......... . 1 L ECM K e. A.. �. .. a RV.L(.X#1 W/CR WIG FLK W"XV EIACE American Shutter Systema DEwAFTRr UWE yrd r A f TILLIT TESTING k ENGINEERING COMPANY Association, IRC. ULU,1_t gg gt3115 OATS+ 4,%13/TS' �p.-N•• �L OF 0I. !t Y.,W'V..S1,M..=I.NW1W'nMIDENG.it V+,L alio I -" -'P( =.-,t�4`` PAn,n:(3aS)s71-usa.Fm:{305)671•P:ft 4268 YicsF,rc'Od0 Drivel -+ i)T?AWING NO ` nw:kYteeep,d.co: Wali POIrn Elxact+, Fl.. 5340' 3 rJ^Q$FJ OAIAL kh��p��``` Wu1¢a A,IILLr 4.A.It sSrleeT hnI GL nmlDk.x./�u T.f _ F).F.. SEA).,�S�f;��4�URE/(1,4ic , __.-._._--'--............._ 3••rcrt vrnwr wun•6a vuuLa _ .)..Ln• t,•tti. U bi Qqg '' �� P•py�4._ � �-c,:.sp,M,s�•.c�J� Yi�.tf. _ t � ons �5IhL8a'(18(r STARTER C Jy�'�y us Nn HLA atKJI:I n FOR Uu: wj W aw)ECl) � �� `4�HY DIRECT 1400 7� Fro niruE,i, g \.7,E{Y WINLIOW.�di,ll3�v�-... 600c-r5 ALLOY AND TfMPCR ol#hi.tFtL3 FOR U E'wJ HV 6Qfls-Ye AU.OY Mi4 tEYPER '�.,F.E LIMIYAYIONS OF USE OF 6I.AIX aNHcF.T 19 OLADP.(II 3i -a�a3;:.ra-"I;crtrr>t?�-TETarra._.. _ _ ! .070' ..... 3a.. _ az _.._ --- __. (7)BY ADJ ADAPTER WlLIP 1.',tz. ,t,�,�,g,�v;; 4UAUFIEU P'Uti llS'f:Wj MY i B�H�' y�(AL.K—OVER TRACK 6064-r6 AALLOYY ANO TEMPER a)aaPTea MR u�E w%ttv *OUA TRENCH TRACK •'� a-�.....__. �f OUA.IFIED FOR USE w/ llV BLAae'1 0(.UiGI6rF..n F. USE. fIv a�E�r�, 6Gti$-IG ALLOY Ali(T fEMPCR k3LfU3F.Z1.}ONLY. (1, 6663--T6 At1.oY D TEHFlCR ^ vA113, SD.. 6063-16 AIXQY AND TEMPER 0WIFIED FOR USE'W/?{v _» TSU• ti0G5= urF..R 3 ».f)3' _. ,.otx _:. J Gar _.,...:1_ .»�.�.............. ....._ _: tar ._ _ ...._.� .s$... fz:•J� � ... �y l r_ t"vt ItiJ4 L600' i �^ c.'a5 -^•` 6 _ ...t ✓�. ttS HEA ERlSitJ _..-a tas ...._J Vii? Hv OR USES HEADER •l LA 4:3 �� ����►r» N D S UtuLiFrEa FUR USE SY ttv F4lAa£F ONLY. CUK4lE0 FOR USE W J IW GLACE t UNI, / L 6Oti3-T6 ALL ANO tiMPER' QUALIFIED FOOR USE W/W QLADE.�!) - 1it6—cLCii3..� SL:fi St;CTtUN$ FOI'i VA1.lT)iTY. SEE5H'C;'LIONS FUR VALIaITY. QUAJhlED FC7R t15E 1Y t•N 6663-i6 ALi.DY AND fEMPf.R 60tH-16 ALLOY ANO TEMPER6V+nc.017 ONLY. ._8_. 6463•-Tti ALJ.t)Y AND YL'rinVt rt X Y SQ1 t Y C04FOhiwr A T2 T2 7..„.}/.........-_....... Iff!':- Y r\ ..SD.Cxi4' q��� /�u/� ...�._...._.-............,..»_•._._.�:.���' } cif'# 2• S wu(. 4.t4".' ti.[$a' ....... ... •.'-i L........... .... .......... _...._ i iFica FOR ()t; � `�; � a.3• -•Auz. o.TSQ' ai>r6` � CQ,(�ER PASTS UF1ED FO USF: W/ l4v 'f:!7 FOR US _..._L__ .. . .. 6Q9.i-7B At.:DY AND?i.NP£2 6, ! ...�. fI GUG:S-IG AU.U'1 AHO'TEMPER � 2� i='��.•R.i]9' 0,13t' u663-T6 ACL�Y AtiD iCtiPCrR /C(AIDA 80LD1�{ CODC(Man p i ti Velocity JjurfECQnC Zo lte tRt ;� TlCCj"',,.,,� 6•s tots i•.AcsERN wra ::.ii'PLY.R+c. Acc o _. QT 3.. Ifl.S�l1�t�C�' ��"„�•^ ��.; ■ ■ * ■ RV.R.nnE>rf l w/at w/o tl,v.NtFOow 9.ADE American Shu"er Systems TIL IT TESTING & ENGINEERING COMPANY e+' -�. 0.Y.5 N.r,36th St.r.ta.303.4><tt u tARmml ri.0✓Ril 3.f, Ass4Ciatlon, Inc. , Ota) rt-SN2 L/w!s avE) 'tl!3/75 &ttiiE OF :Ccr :Roos 1.705)671-i;t34. -m:(sciys'rt...133t 4268 Y asi:rDuci rivLi z n•-...ua.,ta-,Akw .—1 u t No t' 1 O �• ^\ ♦ 1447..: Uirn 8::tocF:. FL .1.).a: ....; %�fiE`•. �b�o EL a 6rta ----.». ....... .. 1.5-085 erl r. A.iruR ir.r.. tl .. } .. ... i ......... tiltsNttY��2E/DATE Fyi arA LIG 8 ia1e7 s .._..._...' ihIECT i . z or 20 ;64TercAO*- 4,_20 WlTM DAM PAW a4KM IwNw L PIAM I HY GENTERMATE ) T g2l 04Y qLNJjRUATi Hy LOCK 0- -USE: ONLY fLall 0 at 0 ED POR USE WMV OWE '& EGRESS LOCK -TO ALLOY AqV TEMP RED __R.4 SI:w TA6065-TS ALLOY AND IEVPIYI:� E If BIWE �)ONLY t 2w,01). :L 6003-tfi ALLOY AND TEMPER EAP all, 82 4 MOL VED w _T _j .2. lvml RUMNIG B0WE MVEM 01 age I eg-20 X 3 4" LOW. IT* *.WO 9444 AIUMMU(2024-U AMOY)Vicr FIAWF,IM I SMI JAMMU.'ART#0820,AS W"14OWU t7Y AVM rim INOW ELEVATION HY MALE "T' LOCK '"`a�"•�"A�TM'._..__k� ���.�7 ciNDF'/ 4MTY 07&"rA COWI.. ATE Long POR_!jj_LQ0 !9EMERMAR QUAUf:IF0 FOR USE W ENTERMATE 4V ALTRUMVE )V,�HV B E DOLE MLALIFIED FO USE w 14V 1IM-TS All( No'up, QUALIFIED FOR USC Fl OUALfFED FOR W/HV BLADE(I'ONLY uLJAUFJC0 FOR USE W1 HV MADE I)ONLY MADE I%ONLY. 600-16 ALLOY AHO TEMPER 60453-16 ALLOY AND TEMIW w/liv SWEGI,Otim r la"r " I . 1L , 7. 1 MM NOR J .......... o.673' .125'U., I.......... QUALIMO FOR USE W/HV OIADE(f IIA} ROD HQ CEMMM&M Wl NO KING ROD - LMING w F. Q lF.0 FOR USC w/ amr(l) aD63­T6 ALLOY AND TEMPER I&-0 ',�, HD CENTERMATE' _].-�'-Eff 606.1-16 AUOY AND fEMPCR QUALIFIED FOR use W/ w FILDE Q) (!to "N'(%ft 3r—la 6 ALLOY NO IEMFCR PN (W OR KEY HD LQCK QUA (J) SO, - 'K BOLT LOM �3-76 ALLOY AND 7fMPCR HV ETAL 20 Aa-JDA V rrGiLRIf HAIMAjtf,N*nM,LXK%SENLI!2333 ljtx, iNSTALLA110H WILL REQUIRE A 7/16" HOLZ 1HUMMOM IESS.S. THUMPREWS GtOd.iflM FOR USE W/JAY EILADE(j)& vLEO AT'tRArKs FOR VVi�PF_R EU8Ej)Mf,14T f OUALIFTED FOR USE ll!)/� f);lAl)-Ul pt FLORIDA BUIDING LODE(Non Ifigh Velocity Hurricone Zone' 0 zo*msirfm h(ETAL suppLy,iNc. V S e, ..,,.Accordion Shutter System &S. S, A American Shutter Systems TILL'S TESTING & ENGINEERING COMPANY 'X*.W, Asaaclaflon, Inc. !92 .3 L 4268 WeWroojs Oriv(� LLP_­_­­ r.: 2 Won POrr) Beoch. FL 3,3407 ........... URAwNC ti" f'.t_ 4 IRTA k..0 $4 0 3 0x'2'0"'" SHUTTER ASSEMBLY SCHEDULE FOR HV � HV --�_ HY BLADE : �•�' (� C•� � ' • �w...A_•Y-��l .-{iii .Isr•1.... �,._�wR WINNM*L9K *Wzy Wpm"=, .462.5 /-00, _2,ONG.-R I E, HV SNORT RECESSED NYLON RUSHING �kV "..OW HAT'WASHE!T = M RLI a A HV WHEFL CARRIAGE At$) 302-303 SERIES "--(4 0.870-0/16-THCK NYLON WHEEL. 03 ;z W iik?(N L CLUR OJ88'o AVA 302 SERIES S.S. Rl\VS '1-131va �[' " EPAR-3XMM lxlr*a)i 2 --j SLAM 4 IJV 1 3/4' ACCORDION PIN W/ #8 HEA(D WERIOR 1 2. 3 4 3 5• aHx3s'e j . 2. 3/4'ACCORDION PIN W1 #8 HEAP ........ YAOCaq POLYCARSONATF IMPACT RESISTANT HV WINDOW X'-ZVI TYPICAL HV VA NDOW RLAPE r. 20 kEUutAPTYENt (DOR 0 or 5) In OR BAYER "ROLON 310.3 POLYCARBONATE IAN. CA v RESINS, UV-STAtlIUZM GRADE OR WC HY-ROLREQUIREMEhM AT EXTERIOR RLAM KNI&KLJr- FOR • III 19ADE 13K TI)4 INNOVATIVE PLASTIC iEXAN IN RESIN r SF 'F- ON SHEET 19), (.S 1 NOTE T'O"R 7 HV PIN 0 SHALL ALWAYS f.JE USED A)' ALL E:XILFIIOR BOTTOM KWICKISS OF HV A(,-CORDION SYSTEM VV/ HVCIT PGLYCA=MTE SOURCES FOR HV BLADE. �j -CAL aNUIRR-AMMY "I EXTERIOR Tl"�MOO,," PI IIV PIN OR iIOR AT (2) HV N @ MAY HE USED IN LIEU OF AND ONLY kr EXTR Ism Norr I FOR RUNK C�fl M2 0A'l 0"i M/W EX*f(,,*Rl()R BOTTOM KNUCKI.r-S OF H11 ACCORDION SYSTEM W1 HV(D , SLAC)E VVNEN CORRESPONDING TO INSThUATION "0", SHF F7 7, AraaatcmEwn) RMM 5TM. MI Al mo AM QM M=�p"J, 'Alm 18MA rw MW W34 1,400 0'.J. A500 wu -NN @ OR (-�W/ 1/'�* Q.O. 1/16' qVCV S.S. VIASHER (3) HV f SHALL BE: USED FOR OIRECr MOUNT INSTALLAilON PER DETAIL X. SHEF-1 WWI omn low on t VIZ.$ Wx ffFEMBIY LAYOUT ,tie W 0'!*" AM W5 (If CUSS C-1 a Mr vMxx =4 OMNI 1pn 1 "07 low M" lvarmr*MD.",�W00A '7v#A BLADE SOLID "JiY- WINDOW BLADE DETAILS I llama 1'11�"M9K FLORIDA Bt11Fi}ING CME(Mon Hi !t Velocity Witricuria Zona A, r/jNz 0 2025 EASTERN UEIAL SI)PPLY.INC. F, C 5N BERTHA HVr,, '/......IILIECO-ilk ....AcCordiop-ShWg system KY.RAE#1 W1 OR W/O KY.WKM Wji� Amerlean Shutter Systems 4ty. uavm0ON "IK TIL�T TESTING & ENGINEERING COMPANY rM6 ft. SO, W"Wcw ftMA&I, Assoclaflon, Inc. OF �" I - 4769 lk�..;tmids Drive 2 UPAWINO No West PnIln Beach, FL, 3340? 3 15-085 *l;, NAL N'"\ WAITER&nLt)TV.RE 'P . FQMVA un 0 1.10l -40FLO 4 ENTERHATES. t WNW=MtKM A W L(" or 0 SHALL W,USED AT 1/2 sHunER SPAN 064Y SPAN "PAN I06R 105. 3 OR 12'ALXM-.* § SPANS UP To I iu ON ANO FOR ANY TrAQ ELEVATION. w LOOK nr Yr AS AN INSIDE OR OUTSIDE LOCK.Al"TAMiEDW vmn SHUTTER z ir Dm . FOR orriER LI OR Fm secunitY PLwMD,UP go rwo IX U D AS AN INSIDE OR OUTSIDE I.M. CONNODON OF WCKS 10 4:ENlER11D1X0 &%1"Lw-" Be U BE AS OICATED %ETEjl ABOVE. Vwft;LOM� I:- - IN ON-T44CAL,SHUn1ER..E1EVAWA.. OR will bmmwm LOCKING ROOS ARE NOT R40UM AT JIURRICANE POSIT[Otl,80T MAY "EUI-EffIr Alegsaw To uOiAME SHUTTER PERF MAWTF. LOCloNC RODS OR AN AVMNAVVF OEVICE NgiA(ALSO BE USED AT STACKING POSMN (NON HURRICANE POSITION). CT r LOCK 0 S94M BE USED AT CORNER CENFERVAIES FON ANY SPAN W W L44(A UM%IMAL21MAVOU.MA�M19WI�fVAiK)N.HV L k or SIVAI BE USED AS AN OVISIOE OR INSIDE LOCK KKR CENTERMATE W/J2L 1/4*#-20*x 1/2*LoNo,FLAT HEAD ss,W.s.TWO Loclow Rom AT TOP&SXOM SHALL BE USED LOMI 0 OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ATTACHED TO 6)CO MWIMUA SHUTTER JpM SKW.Or'DETERMINEB AS PER SCHEDULES SHOWN ON SHWr 1.2. > ON Sim kfolp- Or Z5 FOR ANY WAN AM MAY SE uSEO Ai AN S(DE OR OUMUE LOCK.ATTACHMEN1 M_XMAY 8E ELEVATION. S liXIMA;TIONAIlANY l OF SH(MER SPAN OR Two OF 1/4-0-20)a/4"S.S.niumoSCREW TO 0--o OR f�CMERMATES SHALL BE MADE W1 I/4*0-20x3/4*ALAIM. RMI AS SHOWN ON SECTION HVE, SIKIT 0, ONK UXK SHALl.BE USED AT 1/4 Mxs 'IV LOCK13 At 1/3 OF rHUY1Tq SPAN. 6, monaaw Mh=M A3=KWMF ONE vy Loci< or 0_4 SHALL BE USED AT 112 OF SWMR PAN FOR ANY SPAN OR 12'AMIE OR BBDW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION,W LOCK 0 a,9,4 or QO MAY BE USED As AN INSIDE OR OUTSIDE LOCK,ATTACHED vo�t Or�'t svwwrRim CeRgsvifes w/(2.) 1/e-2o x i1v LONG FIAT Hw ss, M.S,LOCATION OF LOCK SWL BE AS INDICATED ON TYPICAL SHUTTER 11EVATIMI, USE OF LOCKING ROM 00 W/10 COWLcnON OR NO TOP MD BOTTOM IS COMPLEKLY 1,M)PATORY, OCT'vg's IN SRM- S go is TVP.fUL). HEIGHT, *NOTES HY *T* LOM AND CENURMAIE-1, OF CORNER .1. - Alm ONE ALTERNATE MY'T'LOCK,&"y BEIg IN LIEU OF HV LUCKS OR R ANY SPAN TE LOCK BE USED AS AN IN510F'OR E LOOK ATTACHMDE' qZ AS SHOWN ON SECTION ffVC,SIHEU 9.Vft'Cl I MUST BE CONNEClt'6'TO CENTERIvIAIES q0 AND 4-O!"O'x 1 1/2-LONG 3;S.THREADED OMT W/718'4 x 3/32* @) WINONuf OR W/ 10-.20x1, %BG Y W.,111S11,LLED AT M)OSPM OR 12- LISE WJaWM AS NE 24 ,OF O;C5 IN AN BELOW UIDSIAN. AND WfOM IS LiANDATORY, C�-(fo' @)-0 age .pa LQGKS QttjjEVR/M'ATES: 1.tip ua� ONE ALTERNATE 14D LOCK(;�MAYBE USED IN UVJ Or TYPICAL (), HV BLADE SHQTTE fLEyAjL0h HV LOkXS QOR( FOR ANY VAN 940 INSTALLATIONS At ANY ELEVATION.ALIERWATE HO LUCK 0 MAY BE.USED NJ.& AS AN MOE.OR O=fV LOCK.XnAkCtWEXT OF HD LOCK ig TO @ Is W/3 111 ,3/4'F.R AND wwoEs AS SHOWN 09 SE PONS H02-M AND HOC-IfVC,-IV.T 10,I=MAY BE"Ai.I.F.7)At ..r.CC:�11=19 IALOW OR ASCY41 MOSPAK USE 01'LOCKINC PODS is covpLomy ofmow- loc -Hur'ic arse,_ _ BU CODE(Not) Hi9t-, W�itlr urric ne 2015 EASIERN KETAL SUPPLY.INC. 13ER HA IN ASn. . . Accordion Shutter System .SmmA American Shultor Syttems TILUT TESTING ENGINEERING COMPANY OATF Association. Inc. OLD_11-1-92 /I/�-, STATE OF *.'o,-z- X.' GMNS,ROK A W. Z. :(31.111)871 4268 1#esAroads Drive I ORAvtINc Na ........ F1 We--.%I Palm i:iMich. 33407 Is rrrr 11t` f1"N!0A L, 07 SEE END S to & la SEL wjn-�ok twx1fir RIM W LOCK$�, ma ALIERROF,w tc(x 0 oN��vcr r, 06T] m"; =N INSTALLATIONS WZ C I EXIS1040 OtAS _j) HV mlo".lxlkcK wrm Iw r WA)ruft Aa v, BLADE W/ HV QEt!TR MATES MaLRUAIn MWUCA"i WMI BLADECO SEE END WAU COMMT10ti ExI51ING cfxss DECAIQ QN SHEECS 10 Ag 7. .......... (11,!T*.*, ,w,t 11w/hNCt t 0 1 E R!M—Aff$ MIN,%P91ATION ({)/! UN SA3,0 Q, TO Ovs-, At iA64' C.ROIL LEf011. (SIC SCIWOULE W 09 SMET It) 305 L zrz .......... 5 ;, - (D L 07 tm(g)-@ HVB HVC HVA —OW51IN;GU%S r- 4VKED CON r.E?i OR C�)-07 —OLAMt YM I'N- 07- @ NLtP--@-(O- 0_ ('JI ot C6)• 78 0 Ift ID h, Y- Q9--Q n Q1.�9. ............. ................. Mill, C IA7411\ ...... Z-- ............. . � i� F .......... U. T Kv §:UT Z- HVE** HVA HVE FLORDA BUSING CODE Hon High Velocity HurriCCIcle Zoje� a 2017 ewraw w I I r stpwe,iw_ 13ER I UN-Y, E ACCOrdioa Shutter System -.A,.SwSwA, e-7— American Shutter Systems f.Y.11, Of,.VAWRDN OWE GPA"DV%, lle-­-- TILUT TESTING At ENOWERIMC; COWPAW 4ia clation. Inc. is %u aw As 11Z 4268 ftstroc�da Drivo 5—OE15 33,54(571 rlOROA 14 61. 161 OF 20 POUI*:D CONCRETE PWRED COHIRVE .-POM"CONCIRCIF KIVRED C)OUCWIF A OR UMCRElf. OR CO CRUE V 7 CONGRUE VLOCX W on CONCAVE BLOCK VlAo,ArOWRLD tLwg WALL RMOU RILOVREO SLOCK WALL RE(rJlf$D /-FXrnNG CLASS EXIS*pj4c*MASS /I MIN FXZnW;GLASS V .- - GiASZ1 ID I'll O.C.. . I ��- .� < ef —F To 0111M(SEE I 44 we" CH smcu I I FOR I ON so MAW,,,CD MAM (L(XATE At ttt,,&t ALUM,CLOSER 1',IAIT � t T/z U0 6,G) "ITol<Z N, ort4 USC—,':ort r MA4 ALUMINVU CLIP ANaF (000;1-10 ALLOY)AT MOHE /7*SM, "I 04 - (1)1100 To(3)a (2)1/4-0 TAPCONS XWViQRS 70 WALL,At 1'04(LOCATE At Su:rJO-pit.x Von.), C111010 SIDE.OF QD) (0)R�(q WE(:ON FCTR)U OR ,6-0- SIT RETAIL X fM to N r7 TRACKS' Sax CONNECT41,; OR a .0. %TT lX1111%X r"Ll C41 t a 1 .0- TO Tracks; SIDE WNKCr" (I.'(9).0-(D;o 0- .0-0-0-0-0- TO TRACK5 2:0- 0A-0- 1-1% 05-0-0-0-0-0:9�0 END- END -OHNECIWA-906L END CONNECTION DETAIL(4) NN&WDETAl �� [tf!2n2_2nr0R SPANS OMUE)t-U-M,I 2-� IlDUqD CONCRUE LIR -Cxlsllfo Gtx3s C4WREX ULOCK WALI (4 ...... WARANION Sw CA&M{'..TX www ON%W WIC 5SPAM)ON OR(�)M@on I I 'MR a"(D Rio CON6Ri"r>^ 1p,-UIN, to QAW(SEE ANCHOR ft WwjIg ON i� 9 11 rra WX 0 ca@OROOR 13 COWPOE --- ---- 04 qnT ill 1INCHORr OR@ OR (W L/ �< larlrxYlorl9 Or u36 FOR =-= `0;1:2 F.0 - - (OR I ON SEE A VIEW I OR RETAIL 9 CONCR 0Reolxrtro — 0-0-&=*0-0- Coumnr BLOCK AL -0- END INSIALOTION HV BLADE OR HV WINDOW BLADE—IM S 06 CONCRUE (Al.�nNCRETE-BLOCK WALL.CONNF&TION DETAIL50 IGN DETAIL@ FLORIDA 6UILD11 CW,(NOrl. High Velocity Nurrirnre Z" ' INC. 4 N BEFRIT Accordion Shutter System 5- Kv.Wxyl WIM W/O'KV.WMW aAX A.S.&A Arttarloan Shutter Systems ........ TUJT TESTING & ENG(NEERING COMPANY Asso4atlon, In*. I F-6.0 -o'- SWE :cc Zz 4;6X5 NW.tw U. wt5w wu^mwm'XI.M :IT— ,It---:,lp- I--: 4-768 Wo-�traadq OF 4P woui floim Geo,�l. rL -1�140 7 H. � vA No �Sj,I......... " I-,.;I.W-tow— IN ,N WAL falmobill) 15-085 "N,',SION A L t ,-80 FIX A v(ur it.,Pe. fIDACIA L;c,0 44 V. 9 10 or 20 MAXIMUM SHUTTER SPAN* 1-4-' OR 'L--. MAXIMUM SHUFTEN SPAN* "t,+" JIWIAXIMUM SHLRTE'R SPAN*"t.r(ft.). FOR INSfAI•t.A71ONS W/ 7+p+�(��� OR '..-.• ft. FOR IfjSTAUAUQNLEaJlfa.. d .�(•� Fi Ur ; 4f,�jt/ { ) 't.-- (ft..) INSTALLATIONS .R4STALLATIONS W/ �f;+3 CONCRETE Fi WWO (i)L4,NAXAIVM AU.=AlfV SPAN FOR A GNEN W/ ONE 14Y, LOCK k�or rJf or i& W/ONE HV LOCK'i MANSORY POStTIYE A.S.U.Uf,51GN PRFaS11RE RATING. HO LOCK �W/ NO LOCKING RODS S�(iT ON@ NY LOCK ar or � L-•;MAX.ALLOWAOLE SPAN TOR A CA N NVQkhYL CrNTf:ftiMTT:S & W ONE FiV i N ND X)(`KI (: ftO)5 OR Wf NO LflCK1NTi WALL A, 0 O. O, E, M N, O, F'. 0, A.S.B.DESIGN PRES$URt;fgTttiG, � DS AIOUNRNG F. K & L R BOTTOM SEE NOl'E5 (Yu10 FOR wvu»nNG - - - FerN+vR•-- C4NCkF7E tr WOOD .ttf:ET 71 BOOR/CEILING Ci, H.1. 11, ,1 T. U. W fi 7C WALL MWNfINCS(TOP/0MOM)OR FLOCRAEN.NO: CUNGRETE k Yf000 W57'ALWWrfS DONCRE'TE MOUNTING & M "3A lMli>Ut ARU drtMM ' • A`JJ? M). iNSTAI,0170NS __....__ ..'at, 14,?!Tw..... ...:...:.. ppm, .,.tt.QUR/ctgtNC MDULr- WNnetG• ... 1FSiMltk: 1NU0.50,DESt3N MOM RATING, ttotP/rrnJrxr w(nwniec ) _.., . .._„.... _ { aR-3 _ ......_._...,.__.......«...__....___....... (.ue-} ._.._..»... t.eN-F it4U11(t9NL MOV11F%tU .. DS:tE1:6Ufi!_'►IW(1NUM SPAN'•f'.%=''"FTtOM'SCiFEt%!Lp•'- . 1-tN �[r t{Ay �} MAxiNt)N StN31TEfi SPAN 1.+"OR 4 ”FOR JU O7'{LES SS'--U• 16`-D' t6'-0 161-0' SU T6'-U" IU'••U' SO to'..0• 16,pN INSTA(ualONS itrr0 WOOD SIinLL Dk LIMITED TO FINAL MAI7NUM ALLOWACiLE VAN IS EOVAL 70 TME .,-..__...-_..._.. ...__..._».,.,.._........_....,.__.......� ....._.- «,....__.._...,._._..... ..._-.._......._. 145 ftV,A$.0.DES"PRESSURE RAI`lW,, Fd1T1MM.UETERMINE?7 SPAN OCTWMN•L.a.`ANO 38 14 w0' 14'..•10• ifi-2' t6'-0' 35 t+'-t0 b'•-1D" J9 t5'-2' tU'-70' .«. 40 t3`«x01, i5-7t1• 14'-.y (5•-2• 40 t3'-t(7' tJ'-ItJ' 4U f4'-y i�-Z• (J)MtOR':OVRE:TO DCTGRMWF, MAXIMUM SPAN FOR 4"J lJ"-1' I3'•-1' 15'-i" 14'-d" 45 t3--t' iJ•-i' ,......45 t5'-C (+'-I' •r }ry COWER CFAtTE72MATE f3 iLAY @C USFA ti At.i. W1 FLOOR/S(N EttMWEE!{WALL Mt1tfNCMGS ...........,.._,.. ._......� .._......_. �....,... ._.,.«.__,,..._ ...__...._........._......_._. ..._ .,__......«,. P Ct3etNG MIN NRttf,. 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