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Beam B6 Amerhart � <br /> ^.0?5 2 auc�nanie swse w:��gn MSi: 0.68 <br /> NOTE: IOAD TA$LE 2 pLiE5 1.750 X 7.250 LP LVL2900Fb-2.OE D6SIGN CRITER7A : vSI: 0.36 <br /> i.THIS COMPONENT ISDESIGNED iOSUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT IOAD CASE(1). OTHER LOAD CASES DESZGN CONSZSTS OF 2 - PLLES FASTENFD RSI: D.51 <br /> TNEVERTICAl.LOADSSHOWNVERIFICATIONOF TOGETH2R (REFER TO NOTES). • <br /> IOA�ING.DEF�ECTION IIMITAT10NS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE IA.{D � 40 PSF <br /> METHODS.WINO AND SEISMIC BRAClNG.AND OTHER (DIMENSfONS MEASURED FROM�EFT END OF SPAN OR CANTIIEVER,) DEAD IAAD • 15 P5P <br /> IATERALBRHCINGTHATISALWAYSREQUIREDIS DISSAZBVI'ZON 90VRC8 TYPS TOP/SZDB LO?.0 FROM TO LOAD LD! LASSL TYYPA7. IA71D � 55 PSF <br /> THERESPONS181lITYOFTHEPRQIEC7ENGWEER PT-IN-SX PT-IN-SX <br /> ORARGNITECT. QNIFORD( tLOOR LIVB TOP 200 PL! 00-00-00 11-00-00 1.00 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNIrOnlf wu,L Dst� rOr 80 rLP 00-OD-00 i1-00-00 D.90 PLR I.�i'SPAN('J�RR. : 4.OD PT <br /> LATERALSTABILITV UNZFORM PI.00R DBAD TOY 75 PLF 00-�0-00 11-00-00 0.90 PI.R RIGHT SPAN CARR. : 4.00 Ff <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL. [JF7IPORM 88AT1 WBIGHT 7 PLP 00-00-00 11-00-00 0.90 PI.00R SPAN G\RRZffi� CONTINOOOS <br /> 4.SNIM ALLBEARINGS FOR FUl1 CONTACT, <br /> S.VERIFY�IMENSIONSBEFORECUTTINGLPL�1. WARNINGNOTES�. Dsn.SCfIfBT CRI7'ffitIA : <br /> TO SIZE. LIVS LOAD DBPL: L / 360 <br /> 6.THIS lP lVl IS 7U 8£USED AS AFLOOR BEAM ONIY TH�S COMPONENT OESIGN IS SPECIPICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOT7�i. LOAD DSPL: L / 240 <br /> 7.COMPFtESS N ED E BRACIN R UIRED AT USE OF THIS DESIGN FOft ANYTHING OTHER THAN LP LVl OR LP LSL OR LP IJOISTS IS <br /> 119'O.C.OR LESS. STRICTLY PROHIBITED.ANY MOOIFICATiON OF THIS�OCUMENT RE�UIRES REY�EW CODS COMPLZnNC6S : <br /> BV A DESIGN PROFESSIONAL. RBPOAT M <br /> DESIGN ASSUMES All"TOP'LOADS ARE APA PR-L28Q <br /> APPLIED TO TOP EDGE Of LP LVI.SUCH THAT MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES BSR-3403 <br /> LOAO IS DIS7RIBUTED EQUALLY TO EAGH PLY. BEAM AS DES16NED.IT IS TME RESPpNSIB1UTY Of THE PROJECT ENGiNEER. LADBS RA-25783 <br /> ATTACH THE TWO PLIES WITH 2 ROWS Of'16tl ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPOR7 STRUCTURE FOR THIS CCAIC 11518-R <br /> (y1l2')NAILS AT 72'OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING TNE REACT�ONS. Plorlda PL15]28 <br /> NAILS CAN BE ORIVEN FROM ONE FACE OR HALF <br /> FROM EACH FACE. NAILS MAV BE COMMON OR ANCHOR�P WL FLOOR BEAM SECURELV TO BEARINGS OR HANGERS. <br /> BOX NAI�S WITH A MINIMUM SHANK DIAME7ER <br /> OF 0.737". 760 SINKERS(31/4')MAY BE LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER.THEREfORE IN , <br /> USED,BUT HALF MUST BE DRIVEN FROM ADOITION TO COMPLYING WITH BUIIDING CODE DEFLEC710N LIMITS <br /> EACH fACE. OTHER DEFIECTION CONSIDERATIONS SHOULD BE EVAI.UATED BY PROJECT <br /> DESIGNER,SUCH AS V18RATiON,BOUNCE,ANO AESTHET�CS. <br /> THIS FLOOR FR,4M{NG COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL <br /> LOAD OEFLECTlON lIM1T OF Ll240.(PROVIDED BY THE lP CU5TOMER). <br /> THIS COMPONENT CANNOT 0E USED TO SUPPORT CERAMIC TILE F�pORS. <br /> � <br /> 7.25u <br /> 3VPPOAS RBACTZONS (LSS): <br /> MAXI2RYR B SAR Z NG DiUM88 A <br /> 1 2 :.750 ^'THIS DRAW IA7G IS NOT Tp SCALE"' <br /> DOWN 1992 1992 3.500 <br /> IIPLZPT "' "_ <br /> CRO55 SECTT.ON <br /> MIN BEARINC SIZBS (IN-SX) <br /> 1- 8 1- 8 <br /> MAXIM@f DEPLBCfIONS <br /> CTf.COI.RT� 7S.IliP218 <br /> Z.ivB I.Oi�D 0.30"(L(940) D.36 <br /> DF.�D LWD 0.)6" <br /> 0. 9" 4 0. <br /> H�g�ng&Erectim IFCa�SditStartC�LSL,LVLa�u11-Jpst$pBCifiCaOMS UserNotPs{UsarisrespcxsidefortheaccuracyofU�esenotes) Software Provided By: <br /> at:•In� IBC 20i2 <br /> Temooreryena partnanen�oracing br haeing wmponen� Do no�cui,noGr,n.dnii ora�terLP So��id5tan LSI,LVL.erM IJoia�e exceptae ahown lP Engineered Wood Products <br /> pium�enE for resisting laleAl fo2e8 ihell bB das�gned eM in puD��shetl metB�el from lP.Anyuee o(lP SoliaS�ert ISL,LVL eM!JO�SIs COMrary d74 UfVOft$V00I,$UIIB� <br /> ne�eliad Dyolhers No�oeds e�b ia be appiied to Ihn to�ha��mi!a sei ton�nenon.nagates anyexprafe wnrtontyol tne pioduct end LP <br /> wmponent uNil aNarell tne I�nming era lasronmg ero tl�lcle�r,s ell implieG wnrtenGxS inr,ludinglhe ImO��eE wanantiea af inercDanfeDility Naihville.TN 3TI79 <br /> omQieiea At ao Gme sheu loeds greeie�i�ar,aee�yn ,�c rn�.,,ror.o•n�owe�o:e Pnone 800.515J57D <br /> loeEs De eDD��eO tv tne component Fax 866.7S3.d369 <br /> DBSiyn Cri(giB A C(��OF TNIS ORA W ING ES TO BE GIVEN 70 THE INSTALLING CONTRACiOR <br /> rna das�g�a�a maianei nvecif+ed ere in suneteR6�i lP end SoIHS'srt are rt9mtered tra0emerka o�Louia�ene�?acific Corporetioo. 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