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Beam 616 Amerhart <br /> 2015.? Allowable Streas Dma��qn DSSI: 0.�1 <br /> NOTE: LOAD TABLE 2 pLIES 1.750 X 14.000 LP LSL 1.55� Oa5IGta Cxirffitin : VSI: 0.16 <br /> 1.THISCOMPONENTISDESIGNEQTOSlJPPORTONLY NOTE' LOADSSMOWNAREFORINPUT�OADCASE(7). OTHERI.OADCASES aESZGN CONSISTS OF 2 - P�ZES FAS."NED ASZ: 0.33 <br /> THEVER7ICALLOADSSHOWNVERIFICATIONOF TIX;ETHER iREFER TO NOTES). . <br /> IOADMG.OEfLECTION UMfTATIONS.FRAMING F�R PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVS IA11D � 90 YSP � <br /> METNOOS,WIN�ANO SEISMIC BRACING,AND OTHER (OIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTkLEVER.) D6AD LCU6 - 15 PSF <br /> IATERALBRACINGTHATiSALWAYSRE�UIREDIS DT32RSBOTION SOURCH TYPS ?OP/SIDS IAAD PROM TO LAAD LDF I.AHBL TCYfAL IAAD � 55 PSP <br /> THERESPONSI&UTVOFTNEPRQIECTENGWEER FT-ZN-SJC PT-ZN-SX <br /> ORARCHITECT. [JNZPORAI PIAOR LIVE SIDE 80 FLF 00-00-60 22-00-00 1.00 <br /> 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNZPORM PLOOA DBAD SIDS 30 PLf 00-00-00 22-00-00 0.90 PLR I.EPf SPAN CARR. : 4.00 Pl' <br /> LATERALSTABIUTv. UxiPORaa BBhls wB2c7iT 16 PLT 00-00-00 2Y-00-00 0.90 PI.x 7uGUT SPAti Gxn. : 0.00 rr <br /> 3.DONOTCUT,NOTCHORDRICLIPLSI. CONCBNTRA2� PLOOR LIVB SIDY 1759 LBS 17-00-OOt�IN8RG.3.00" 1.00 <br /> 4.SHIMALLBEAR�NGSFORFULLCONTqC7. COHCSNi'itAT� PLOOR DBJ�D SIDE 660 LBS 17-00-OOMZDTBAG.3.00" 0.90 DEPLECPZCN7 CRiTE[tTA : <br /> S.VERIPYDIMENSIONSBEPORECUTTINGLPISL LZVB IAAD DSPL: L / 480 <br /> T0S12E. WARNINGNO7ES: TOTAL LOaI1 D6FL: L / 240 <br /> 8.TH IS LP LSl�S TO BE USED ASA f IOOR BFAM ONLY. <br /> 7. MPRESSION ED E 8 IN UiRED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. CODE COMPLZ].NCBS : <br /> 103'O.C.OR LESS. USE OF THIS DESIGN POR ANYTNING OTHER THAN LV LVL OR lP lSL OR LP IJOISTS IS RBPORT 8 <br /> STRICTIY PROHIBITED.ANY MOOIfICAT10N OF THIS DOCUMENT RE�UIRES REVIEW APA PR-L280 <br /> DESIGNASSUMESALL'TOP"LOADSARE BYADE5IGNPROFESSIONAL. ICC-85 63R-2403 <br /> APPLIEp t0 TOP EDGE OF LP LSL.SUCH TFWT I.l.DeS nx-25783 <br /> LOAD IS O�STRIBUTED EOUAILY TO EACH PIY. PROVIDE RESTRAINT AT CONCENTRATED lOAD TO ENSURE IATERAL STABILITY. CCHC 23319-A <br /> ATfACN TNE TWO PUES WITH 3 ROWS OF 16C Flozida PL15Y28 <br /> (3-V2')NAILS AT 12"OC.S7AGGER ROWS. MiNIMUM BEARING SIZ£S ARE SUfFICIENT TO PREVENT CRUSHING OF TME LP LSL <br /> NAI�S CAN BE DRIVEN FROM ONE FACE OR HAIF BEAM AS DESIGNED.IT IS THE RESPONSIBILITV OF TME PROJECT ENGINEER, <br /> FROM EACH FACE. NAILS MAV BE COMMON OR ARCHITECT ORDESIGNER TO VERIfY THAT THE SUPPORT STRUCTURE FOR THIS <br /> BOX NhIIS WITH A MINIMUM SHANK DIAMETER BEAM IS CAPABLE OF SUPPORTING TNE REACTIONS. <br /> OF 0.131`. t6tl$WKERS(3-114')MAY BE <br /> USED,BUT HALF MUST BE DRIVEN FROM PROVIDE ANCHORAGE FOR UPUf7 AT SUPPORTS.ANCHORAGE DETAIL TO BE <br /> EACH FACE PROVIDED BY PROJECT DESIGNER. <br /> CONTACT HANGER MANUFACTURERTO VERIFY <br /> ANCMOR LP LSL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> CONCENTRATED SIDE lOAOS MUST 8E EDUAILY <br /> OISTRIBUTED TO ALL PLIES.7HIS CONNEC710� <br /> AND RESTRAINT OF THE TORSION INDUCED BY <br /> THE SIOE LOAD ON THE MEMBER ARE THE <br /> ESPONSIBI ITY F THE PROJECT DESIGNER. <br /> } <br /> SIIPPARS RBACfIONS 1LB91: :.�.O�C 7- 0- 0 15- D- 0 <br /> lQXIMfIId B EAR I NG NUNB BR - " <br /> 1 2 3 1.�50 7HISDRAWINGISNOT7DSCALE"' <br /> DOWN 137 3513 2149 3.SC0 <br /> pPI.IF[ 721 '-' '-' <br /> CROSS SF.CTION <br /> xsx as�auac s=zas �nr-sx) <br /> 3- D 3- 8 3- 0 <br /> MAXZM�tt D8Pf.8CfZONS <br /> CAIiCS7l+AT� J�.LpWABLC <br /> LN8 S.CYfD 0.16"(L/1120) 0.31• <br /> •DSAD LOAD 0.10' <br /> TOTAI. I.CV�D 0.23'(L/7861 0.7a^ <br /> Han4irg8Ereclipn LP�«Sd�idStarl()LSL,LV�antll-JoiStSpeCifitaUOrtS UselNaes(User�srespasidefatheaccwacydtl�esenoles) Software Provided By: o+�,�n� IgC 2012 <br /> lemporaryerapennenemDrec�nglonc�id�nyromponeni Donctcai nolth.dnporallurLPSahCSUtlLSLLVlaM11.1oistsexcapteea�awn LP Engineered Wood Products <br /> Oaumb enE forms�si�rg le�emi torc�a she��ba dea�qrmd and�n p�b�ishe0 mo�enai iro••v�P.Any uae of LP Soi�OStert LSI,lw�anC Woiata con�rary 414 Uf1i0�$t6d.$u[82000 <br /> 'nstelleE byotners. nia ioads aro ro De eOW�eE w��e io�he I�m�ts sni horth hereon.�oga�ae enyezprees wa.anlyo��M pmtluc�•�tl L� <br /> com9onenl unuJ altereu the�rem�ng ana�astenug ero e�ac4ims au�mp3�ed wncanliea incluomq tne impi�ed wamn4es o/mercna�uDaliry Na5lmne.TN 37219 <br /> comoietea.At�o(ma sneu ioeae gmew�mao des�g� e�d Gmes�lor�p�n;<w�.use PbOne 800.575.7570 <br /> ioaas oe apphetl ro ma componem F9z 868.T53.43E� <br /> A COPV OF THIS ORAWING IS TO BE GIVEN 70 THE iNSTALUNG GONTRACTOR <br /> DBSign Criterie <br /> Ttq den�gn ane me�e�ei aG,ec�fied are in substenfiei LP an�So1�ESIeM1 en reg�s.nrad I2oembrks of LouisienepeCifl<CorpOrBlion DWG # <br /> conlom.iitywith Ihe�e;eat revislo'la oi NOS.'Oeetl loed <br /> a.tiaa�o����waa:na�wima��rg�wrro�cwaP Ta�ei lastl �ei.�mp 85 Wemmg Uae o(tn�s protluc�may reaai���ezposun to wooC dus�,hrown SHEET # <br /> Cdieaion�n insuntaneaue 10IhE S18tR O(CliiSOs*1W SO GOUSC CG�GOf <br /> FAe:C:Wrogram Files(x86j1LPiWooa-E Designl2075.21W00DE.SPX <br />