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Beam C2 Amerhart <br /> 2015.2 .qiroweole S�iesa Desg� MSS: 0.62 <br /> NOTE: IOAD TABLE 2 PIIES 1.750 X 9.500 LP LYL2900Fb-2.OE� DESIQI QtSTBRU : VSI a o.46 <br /> 7.THiSCOMPONENTISDESIGNEDIUSUPPORTONIY NOTE: I.OADSSMOWNAREFORINPUTIOADCASE 1). OTMERLOADCASES DESIGN CONSZSTS OF 2 - �LZF.S FASTENED RSI: 0.46 <br /> THEVERTICALLOADSSHOWNVERIFICATIONOP ( TOGES'HER (REFSR TO NOTES). � <br /> LOADING,DEFLECTION LIMITATIpNS.PRAMING POR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. Lyyg L(1Ap o 40 PSF <br /> METHODS.WiND AND SEISMIC BRACiNG.PND OTHEA (DIMENSIONS MEASURED PROM I.EPT END Of SPAN OR CANTi�EVER.) Dsw Lppp - 15 PSr <br /> IATERALBRACiNGTHATISALWAYSRE�UIRED�S DISSRZBIITION SOIIRCS TYPB TOP/SID6 LOAD PRODI TO IAAD LDP LHBSL TOTAL IAhD � 55 PS� <br /> THERESPONSI&LITYOFTHEPRQIECTENGINEER FT-IN-SX PT-ZN-Sx <br /> OR ARCWTECT, QNIpORM TLOOR LZVE SOP 501 PLP 00-00-00 09-06-00 1.D0 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE ONiFORM iLOOR DS71D TOB 188 PLF 00-DO-00 09-06-00 0.90 PLR LEFT SPAN CARR. : 25.00 PT <br /> LATERN.STABIIITY. [7N"SPORM NALL DBAD TOP 60 PLP 00-00-00 09-06-00 0.90 FI.R RIGt1T SPJs7 CARR. : 0.07 PT <br /> 3.DONOTCUT,NOTCNORORILILPLVL i7tIIPORM BEAM WBZGHT 10 PLP 00-00-00 09-06-00 0.90 <br /> 4.SHIMALLBEARINGSFORFULLCON7ACT. Dgpt,gCpZ�.7�IT'�IA ; <br /> S.VERIFY�IMENSiONSBEFORECUttWGLPWL WARNINGNOTES: LZVB LOAD DBPL: L / 360 <br /> TO SIZE. TOTAL LOAD DBPL: L / 210 <br /> 6.TH�S lP LVL IS 7U BE USED AS AFLQOR BEAM ONLY THIS COMPONENT DESIGN IS SPECIFICALIY FOR L-P ENGINEERED WOOD PRODUCTS. <br /> 7. MPRESSi N ED E BRACIN RE VI E AT USE OF THIS DESIGN FOR ANYTNING OTHER THAN LP LVL OR LP LSl OR LP I-J015TS IS COD6 COMPLIANCSS : <br /> 101'QC.OR�ESS. STRiC7LY PROHIBtTED.ANY MODIFICATION OF TNIS OQCUMENT REQUIRES REYIEW REPORT k <br /> BY A DESIGN PROfESS10NAl. APA PR-L280 <br /> DESIGN ASSUMES ALL"TOP"I.OADS ARE ICC-65 ESR-2403 <br /> APPLIED TO TOP EDGE OF lP LVL,SUCM THAT MINIMUM BEARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OF THE LP LVL I,ADBS RR-25783 <br /> LOAD IS DI$TRIBUTED EQUALIY TO EACH PLV. BEAM AS DESIGNED.IF IS THE RESPONSIBIUIY OF THE PROJECT ENGINEER, CC]iC 11518-A <br /> ATTACM THE TWO PLIES WITH 2 ROWS OF 160 ARCHITECT OR DESIGNER TO VERIFY THAT TME SUPPORT STRUCTURE fOR THIS Florida FL1522 B <br /> (3-112')NAILS AT 12'OC.STAGGER ROWS. BEAM IS CAPABIE OF SUPPORTING TME REACTIONS�. <br /> NAILS CAN BE DRIVEN FROM ONE FACE OR HAIF <br /> FROM EACH FACE. NAILS MAY 8E COMMON OR ANCHOR LP WL FLOOR BEA.M SEGURELY TO BEARINGS OR NANGERS. <br /> BOX NAILS W�TH A MINIMUM SHANK DIAMETER <br /> OF 0.137". tfiC SINKERS(3�1/A')MAY BE <br /> USED.8UT HALF MUST BE DRIVEN FROM <br /> EACHFACE. <br /> � I <br /> SUPPORI' RBACTIONS (LBS): 9.5(JG I <br /> MAXIM[Ri 8 SABI NG XUHB 8R - <br /> 1 2 1.750 "'TNIS DRAWING IS NOT TO SCALE"' <br /> D(MN 3605 3605 3.500 <br /> IIPLIFT "' '"" <br /> CROSS SECTION <br /> DIZN BEARINC SIZES (ITI-SX! <br /> 3- Q 3- 0 <br /> MA7CIDtWf DSPLECTZONS <br /> CAI.C.43.AT� AI.I+OWP.BLB <br /> LZVE SqAD 0.18"(L/6D4} 0.31" <br /> +DEAD S.O�D 0.14" <br /> TOTAI. LOAD 0.28"(L/399> 0.46" � <br /> Ha,eingsErecr�«, �awsa�asrarua�s�.��.arwi-�as�s��ecar;«u USerNotes(U5eri5resporuideforNeaccuracydtliesenote5) Software Provided By: <br /> ov+a�v iec 2oiz <br /> ramoore,y,,,aoa�e�,��b����aro�no�m�9�oMpo�.,,� oo�.a����no�ch amioraliari.PSa�ES�a�LSl.lVtendWo�staexcep�asshown LP Engineered Wood Products <br /> plumD and(or Sasi8linq IPlirel(OK9s s�eli ba tl0sigmG entl in oubiiSheC m8lenel!ipm LP pnyusx of LP SoINStart ISL,lVL antl IJais�6 Cont2ry 0.14�1f110f1$UB24.$Ui122� <br /> in9il116C Dy otners NO loada em lo Oe eOPI�ioO io�he 10��e limili set�orth heAon.rieyale�anyexpnea we�anty0f tM1e p�oduct enG LP <br /> compo�en�une�aRer e7�ma 1rem�ng and(esten�ng are dlscie�ma x!!�mai�so war'amies.nciamng ma�mpiron warnnUes of inercnentetii�ry N35Miile.7N 3T119 <br /> como�etea ni no���,e sr.ex ioaas g�ea�er�nan eas�9n end ntoess fora o�rt�cuis�use Phone 800.515.I5�0 <br /> loads be epplied to Ihe compon�nt Fa�c 866,7`a3.43G9 <br /> A COPVOF TH+S DRAW1N615 TO Be C"JEN N�HE INSTAILING CON=RACTOR <br /> Design Criteria <br /> rna eea�q�e�e ma�a�a,:ae��tee e��n:�t,s�e�ee: �v a�a sorasbn e�ms�sierea treaa�,u�+:or�o��s�.�eaec�rc eomom�ior� DWG # <br /> confortnhy wnn vie ia�eai rewsio�a ol NOs'oaea ioaa " <br /> eenea�o��n<ruees aaiusimem�actor�a:cnao iotei ioea cai Fmp fi5 Wem�ng.uae ol ih�a proEact meynsult En expasun to waod eus�.known $HEET # <br /> oeflec:�o��s ms;aoianoous +o tne Sate ai Cei�tem�•m.e�se cencer. <br /> Fde;C:�Program Fiies(z86)lLP\Wood-E Design120t5.21W000E.SPx <br />