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Beam 88 Amerhart <br /> NOTE' Zo�s2 nuo�eie s��ss a.s�qo LOAO TA&LE 2 PLIES 1J50 X 7250 lP LVL2900Fb-20E DESIGN(RITERIA : MSI: 0.46 <br /> V6Ix 0.29 <br /> 1.THISCOMPONENTISDESIGNED7DSUPPORTQNLY DESIGP CbNSISTS OF 2 - PLIES r^ASTEN6D RSI: 0.41 <br /> THE VERTICALLOADS SHOWN VERIFICATION OF NOTE: LOAOS$HOWN ARE FOR INPUT�OAD CASE(i). OTHER LOAD CASES TOGETNER (REFER TO NOTF.S). . <br /> LOADING.DEFLEC7ION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED Llyg ypl�p . 40 PSP <br /> METHODS,WIND AND SEISMIC BRACING.AND OTHER (OIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DeAD SAnD - 15 PSP <br /> LATERALBRACINGTHATISALWAYSREQUIREDIS DISTRIBUTZON SOQ3tCE TYPB TOP/SID6 IAAD PROL! SO LOAD LDF LABSL Tl7PAL IAAD . 55 PSF <br /> THERESPONSIBItJTYOFTHEPROJECTENGINEER FT-IN-Sx PT-IN-SX <br /> OR ARCHITECT. ONIPORN FLOOR LZVS TOP 200 PLr 00-00-00 09-00-00 1.00 <br /> 2.PROVfOERESTRAINTATSUPPORTS70EN5URE OtiZPORM WALL DS11D TOP 80 PLP 00-00-00 09-00-00 0.90 F[.it I.SPf SPAN CARR. : 9.00 Fi' <br /> LATERALSTA6ILITY - i7NIPORH ILOOR DHAD TOP 75 PLF 60-DO-00 09-00-00 0.90 PLR RIG9T 9PAN CARA. : 4.00 FP <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL. ONIPORli S%I�M WEIGFiT 7 PLT 00-00-00 09-00-00 0.90 PiAOA SPAN CARRIF.D COaJi'ZNOOIIS <br /> 4.SHIM ALlBEARINGS FOR FULL CONTACT. <br /> S.VERIFYDIMENS�ONSBEFORECUTTINGIPWI WARNINGNOTES: DBTLBCfIC37 CRiTEAih : <br /> TO SIZE. L2V8 IAAD DEFL: L / 360 <br /> 6.THiS LP LVL�S Tl�BE USEO AS nPL00R BEPM ONLv, Tti�S COMPONEhT DESfGN IS SPECIFICAILY fOR 4P ENGINEERED WOOD PROOUCTS. 'rO�rw n0iw DBPL: L / 240 <br /> i. PRE i N D IN R UIR A USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP lYL OR lP LSL OR LC I-JOISTS IS <br /> EACH END OF COMPONENT. STRICTLY PROMIBIIED.ANY MODIFICATION OF TFIIS DOCUMENT REOWRES REVIEW COD6 COMPLZANCeS : <br /> BY A DESIGN PROFESSIONAL. RaPORT # <br /> DESIGN ASSUMES AlL'TOP'lOAOS ARE APA PR-L280 <br /> APPUE�TO 70P EDGE Of LP LVI,SUCH THAT MINIMUM BEARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OP THE LP WL ICC-ES ESR-2103 <br /> LOAD IS DISTRIBUTED EnUALLY TO EACH PLV. BEAM AS DESIGNED.I71S THE RESPONSIBILITY OF THE PROJECT ENGINEER. LAIIHS RR-25783 <br /> ATTACH THE TVJO PLIES W ITH 2 ROW5 OF i6tl ARCHITECT OR DESIGNER TO VERIFY THAT 7HE SUPPORT STRUCTURE FO4�THIS CQSC 11518-R <br /> (3•1/2'�NA�LS AT 72'OC.STAGGER ROWS. BEAtd IS CAPABLE OF SUPPORTING THE REACTIONS. Plorida PL15228 <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HAIF <br /> FROM EACH FACE. NAILS MAV BE COMMON OR ANCMOR LP LV�fLOOR BEAM SECURELV TO BEARINGS OR HANGERS. <br /> 80X NAILS WITH A MINIMUM SHANK DIAMETER <br /> OF 0.1J7". i6e SINKERS(3714")MAY BE <br /> USED.BUT HALF MUST BE DRIVEN FROM <br /> EACH FACE. <br /> � <br /> 7.250 <br /> SV➢PORT REACfZOMS (I8S): <br /> MAXI2aOM 8 EAR I NG NQMBB R - - <br /> 1 � 1.�50 "'TH150RAWINGISNOTTqSCALE"' <br /> DOh`E7 1630 1630 3.500 <br /> ��� CRO55 SECTSON <br /> lQ2J BBARI2X; SIZES IZN-SR) <br /> 1- 8 1- 8 <br /> MAXZDiOM DBPLSCIIONS <br /> CAI.C.'OI.7�T� Fl.I.041ABL8 <br /> LNS I,OAD 0.13"(L/791) 0.30" <br /> •DHAU I.OnD 0.16" <br /> TVfAL IAAD 0.21"IL/137) 0.44" <br /> r+arxa�r,9aErecom LR�SditlSfarkvl.$L.lK2M1-Jp5tSp0cificali0t6 UserNates(Userisre;pvsiaeforthexcuracyd7iesenotes) SokwareProvidedBy: o,,�,,, <br /> IBC 2�12 <br /> T.mPo�yeoa��a�.�i ewr�,y ro,�.oia��g<omPo�e�� Do nol tat.�olcli,dnll ora3ler LP So1+dSlart LSL LVL aM IJomte excepl as ahown LP Engineered Wood Product5 <br /> piumn ana 1or ne.stmg inewi forcea sneil De Gesiqnea end�n puChsh�d metenel!tom LP Anyuse of lV SofitlSletl LSL,lVL erM ldoisl3 cOnttsry <br /> s!aneo by o��a:a No loetla aro ia oe aDolletl ro me ro!�e mm�s eei lonn noreon.nega�ee enyexonsa wemnryo(ihe O�uct antl LP 414 UniOn Street Suite 2000 <br /> component unul ahe�eU�ne/mmmg ana fesiemng ere dlscleims eu Impliea werranf�en iaclaa�ng Ue�ao��ed wemnius o�merthen�nCil�ity N35hville,TN 3T119 <br /> compieiee.At no:�me snan ioaaa g�eater man cea�g^ end fnnesa b�e perocuiervns Phdte 8D0.575.7570 <br /> IoeQs�a eppl�ea 10 Ihe wmpOnent F� �•�`��4� <br /> A COPY�TMIS DRA W InG�5�p gE GivEN 70 THE INSTAILING CIXNa7RACiOR <br /> oCSign Crit�ia <br /> The desi6n anE mx;enal apec+fieE am�n substenuei �P anC Soi�ESten ero reg�sterod UeEsmerpa of l¢uis��na?scilw Corporolron. DWG # <br /> confartnitywilh Ine!a(eal revi8ion9 oi NOS'Oead loed <br /> defiac��on�ncludes etl�ustment facwrfor cAep Tota=�oaG GI Prop 65 Wem�nq�Use of ih�s pmduct meyrasult In expoa�m to woo0 dus�.krown SHEET � <br /> tliflHCliOn i9 inS�Hnle�e0u4 �O�hy$�81x O(Cel�fnm�B!O CBu3e CenCBt <br /> File:C:1Program Fiies(x86pLP1Wootl-E Design\2015.21WOODE.SPX <br />