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Beam B18 Amerhart <br /> 2'�15 2 AnoweDle Stnss Dea�g� MSI: 0.51 <br /> NOTE: LOAD TABLE 2 pLIES 1.750 X '14.000 LP LVL2900Fb•2.OE D8SIQ1 CRITERU : VSZ: Q.45 <br /> 1.THISCOMPONENTISDESIGNEDTDSUPPORTONLY NOTE: LOADSSF'IOWNAREPORINPUTLOADCASE(1).OTHERLOAOCASES DESIGN CONSISTS OP 2 - PLZES FASTENEC RSi: 0.84 <br /> THEVERTICALLOAOSSHOWNVERIFICATIONOF TOGETHER (REFER TO NOTSSI. <br /> LOAOWG.DEF�ECT70N LIMITATIONS.FRAMING FOR PATTERN LWE 10A01NG ARE CHECKEDAS RE�UIRED. � " ' <br /> MEfHODS.WINDANO SEISMIC BRAC�NG.AND OTHER (DIMENSIONS MEASURED FROM IEFT EN�OF SPAN OR CANT�LEVER.) LIVS IAAC� 40 PSP <br /> D6AD 16MD . 15 PSF <br /> IATERAL8R4CINGTHATISAW�AY$REOUIREDIS DISTRIBUTION SOUXCB TYPS TOP/SIDB LOAD PROM TO tAAD LDF L)188L TQTAL 2.LUD . 55 PSP <br /> THERESPONSlBIIITYOFTHEPROJEC'ENGINEER FT-IN-SX FT-IN-SX <br /> OR ARCHITECT pNIpORM pLOOR LIVS SiDB 160 PLP 00-00-00 32-06-00 1.00 <br /> 2 PROVIDE RESTRAINiAT SUPPORTSTO ENSURE QNIPORM W].LL DBI�D 70P 130 PLP 00-00-00 32-06-00 0.90 FLR LEFT SPAN CARR. : 4.00 PT <br /> IATERALSTP81l.ITY LR7ZPOHlS SNOf�' LZVS TOY 105 PLP 00-00-00 32-06-00 1.15 FLR RZCHT SP1N CARR. : 4.00 PT <br /> 3.D0 NOTCUT.NOTCH OR DRILL IPLVL. IINIFORx PLOOR DEAD SIDB 60 PLF DO-00-00 32-06-00 0.90 <br /> 3.SHIMALLBEARINGSFORFULLCONTACT UNIFORri SNON DBAD TOP 51 PLP 00-00-00 32-06-00 0.90 DBPLECfIqN CRIT�iIA ; <br /> S.VERIFVDIMENSIONSBEFORECUTTINGLPWL tlN2PORtt BBAM NSIGIiT 14 PLP 00-00-00 32-06-00 0.90 LSVB IqI.D DBPL: L / 480 <br /> TOSIZE. CONCBNTRA'iHD FLOOR LZVB iOP 2567 LBS 17-06-OOMINSR6.3.00" 1.00 TOY7J, LOAD DSPL: L / 240 <br /> &THISLPLVLISTQBEUSEDASAFLOORBEAMONLY CONCBNTRATED tI.00R DEAD TOP 963 LBS 17-06-OOMZNHRGe3.OQ" 0.90 <br /> 7. MPRE St N EDGE6fiACIN R OUIRE�AT <br /> CODE C07SPLIANCES i <br /> 77"O.C.OR I.ES$. WARNING NOTES� RBPORT R <br /> AP7� FR-L280 <br /> OESIGN ASSUMES ALL"iOP'LOA�S ARE THIS COMPONENT DESICaN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PRODUCTS. ZCC-ES ESR-3403 <br /> APPLIED TO TOP EDGE OF LP LVL.SUCM THAT USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP lVL OR LP LSl OR LP WOISTS IS LADBS RR-25783 <br /> LOAD iS DiSTRIBUTED EQUAILV TO EACH PIY. SIRICTLY PROHI6ITED.ANY MODIFICATION OP THIS DOCUMENT REf1UIRES REVIEW CCHC 11518-R <br /> ATTACN 7HE TWO PLIES WITH 3 ROWS OF i6tl 8Y A DESIGN PROfESS70NAL. Plorida PL15�28 <br /> (3-112')NAI�S AT 12'OC.STAGGER ROWS. <br /> NAiLS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDE RESTRAINT AT CONCENTR4TED LOA�TO ENSURE LATERAL STABIUTY. <br /> FRQM EACH FACE. NAI�S MAV 8E COMMON OR <br /> 80X NAILS WITH A MINiMUM$HANK OIAMETER MINIMUM BEARING S12ES ARE SUFFICIENT TO PREVENT CRUSHINCa OF THE 4P lVl <br /> OF 0.131'. 16tl SINKERS(3�1l4')MAY BE BEAM AS DESIGNEO.li IS THE RESPONSIBILITV OF THE PROJECT ENGINEER, <br /> USED.BUT HALF MUST BE ORNEN FROM ARCHITECT OR DESIGNER TO VERIFY THAT TNE SUPPORT STRUCTURE FOR THIS <br /> BEAM IS CAPAB�E OF SUPPORTING THE REAC710NS. <br /> CONCENTRATED LOADS MUST BE EOUALLY <br /> DISTRIBUTED TO AlL PLIES. AODI710NA1 ANCHOR�P LVL F�OOR BEAM SECURELY TO BEARlNGS OR HANGERS. <br /> FASTENERS MAY BE RE �RED. <br /> BEARING 2 REQUIRES FULL-DEPTH BIOCKlNG,SQUASM BLOCKS OR OTHER <br /> DEViCE t0 BE DESIGNED ANO INSTALLED TO TRANSfER 492 LBS. <br /> BEARING 2 REQUIRES FUIL-DEPTH BLOCKING,SCUASH BLOCKS OR OTHER <br /> DEVICE TO BE OESIGNED ANO INSTAILED?0 TRANSFER 4921BS. <br /> BEARING 2 REOUIRES FULL-DEPTH BLOCKING.SQUASH BLOCKS OR OTNER <br /> �EVICE TO BE DES�GNED AND lNSTALLED TO TRANSFER 492 LBS. <br /> � <br /> 14.000 <br /> BUPPORT RBACfIOHS iLBSI: <br /> MA7CII20M H SAR I NC NQMB E R <br /> 1 2 3 1.750 <br /> DOWN 3247 12119 2660 3.500 <br /> I7PISPf "' "' <br /> CROSS SeCTION <br /> iQ.IN SBAFiING SIZ6S IIDI-SX) <br /> 3- 0 5- 8 3- D <br /> sv�xascros nsrescrioxs <br /> ru,caux� u.r.ownei.s <br /> I.IVE IAnD 0,19"(L/1093) 0.43" 17- 6- 0 15- 0- 0 <br /> �DBAD I,OAD 0.28" 32- 6- 0 <br /> TOTAL Lox.o 0.37^(L/56Z) 0.87^ ^'THISDRAWINGISNOTTOSCALE^' <br /> r+anair,�B,Erecuon �wr>sa�asra�uv�s�,�vtxwi-�as�speciac�;ons USeNoteS(USerisrespm5ideforthexc�acydV�esendes) Software Provided By: <br /> TamOo�aryaMpartne�amGmcngfornolnmgzomoonnm o,��oi��i�oi�n.a�no�atia.t.aso��asi,n�s�.iv�„�ai�o�si::.�eo�+s+�w� LPEngineeredWoOdProduC[S "����" IeC20i2 <br /> olumo ana fo�resu,ing ieteroi forcea ahaii o�aea=gned end�n Vublisl�eC metenei(rnm LF.Anyuse a/LP Solia54rt LSL.lVL xn�IJo1sIs coM(ary 414 Uf�Of1$tr¢Et,SuitE200D <br /> rnlell�d OyoNers. No ioaCa ere to Ee epplied to ir+e 10�he I�imita sel fo�h hB/89n.�egete5 enyex0�bf wYrt��ty0`the pmauc�t entl LP <br /> ompanem u�f�!e�ro�ea�ee fwm�nq e�w(es�en�ng aa mac�e�me e�l�mp0en werrenliee��noWd'�ng Iha ImpbaG wemMrea of inerct+anbe�t�ty NaShville.7N 3T279 <br /> <ompietea At no Gme sne�7loatla gnetertha�tlus�gn arw rimess fora panicwarvse. P1»ne 800.515.7570 <br /> io.oa oe apa�oa�o ena componsn� Paz 866753.4389 <br /> A COO V OF THlS DR4 W I NG IS'O BE G V EN 10 TME INSTA�iiNG CONTRACTOR <br /> Design Critgia <br /> TM design end metanei spetifietl erB in s�bStenUel LP antl Soi�ESbn ere iegu!ered tmdemnrxs o��o�iaieMPe<iGc CatporeY.on. OWG # <br /> Conforenilyw�ih Ihe letest reviaiona of NOS'De9d IpaO <br /> aeliecGon mUUUes a0;uvmeM/atwNor cme4 rota!inae �e!Prop 65 w�m��g Use ol ih�s pmduet mey resuM�n exDoaure fn waotl duet,4nown <br /> aeneaw��s��steo�n�eo�s. <br /> io�rw s�+�s or cemo�+�e to ce�se ce�ce. S HE ET # <br /> Pile:QSProgram Files(x86)tLPlWootl-E Design@015.P.WOOOE.SPX <br />