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� <br /> Beam - Amerhart <br /> zois2 4uowao�.stmae0es�gn MSI: 0.73 <br /> NOTE: LOnOTne�E 2 PLtES 1J50 X 11250 LPLVL2900Fb-2.OE � DSsicN cu'r�U : vsz: o.so <br /> 1.THISCOMPONENT IS DESIGNED TD SUPPORT ONLV NOTE: LOAOS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSZSTS OF 2 - PLZES FASTENED I ASI: 0.B6 <br /> TMEVERTICAl.L0A0SSHOWNVERIFICATIONOF TOGETHER {R6FER TO NOTES). <br /> lOADING.DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOAOING ARE CHECKED AS REOUIRED. 1,� ppap . 40 PSF <br /> METHpDS.WIND AND SEISMIC BRACING.ANO OTHER (DIMENSIONS MEASURED FROM I.EFT END OF SPAN OR CANTILEVER.) pp,�p I,p7�D . 15 eSP <br /> L4TERAL BRACING THAT IS ALWAYS REOUIREO IS DZSTRIBUTION SOQRCE TYPB TOB/SIDE LOAD PRON TO IAAD LDP LAHYL '1'O'C\I. LQAD � 55 PSP <br /> THERESPONSIBILITYOFTHEPRQJECTENGINEER !T-IN-SX 1T-IN-SX <br /> OR ARCNITECT. tJNIrORH SNOW LIV6 TOP 470 PLF 00-00-00 12-06-00 1.15 <br /> 2.PROVIDERESTRNNTATSUPPORTSTOENSURE SJNIPOHTt SNOW D8AI3 TOP 204 PLP 00-00-00 12-06-00 0.90 PLR LEFP Seati CARR. : a.00 PL <br /> LATERALSTABIUTY IINIFORM PLOOR LZVt SZD6 160 PLP 00-00-00 12-06-00 1.00 PLR RIGgtT SPAN CNtR. : 4.00 FP <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL. LR7ZtORM WALL DEAD TOP 90 PLF 00-00-00 12-06-00 0.90 <br /> 4.SNIMALLBEARINGSFpRFULLCONTACT QN2PORM PI.00R DBAD SIDB 60 PLF DO-00-00 12-06-00 0.90 DEtLECI'ION CRITEItIA : <br /> S.VERIFYDIMENSIONS6EfORECUTTINGLPIVL UNiPORM BEAN NSZGHT 11 PLP 00-00-00 12-06-00 0.90 LIVE LOAD DBFL: L / 480 <br /> TOSIZE. T027�L LOAD D6FL: L / 240 <br /> 6.THIS LP LVl IS TD BE USEO AS AFLOOR BEAM ONLY. WARNING N07E5'. <br /> 7.0 MPRE 1 N D IN UT A CODE COMPLZANCES : <br /> 5T O.C.OR LESS. THIS COMPONENT DESIGN IS SPECIFICALLY FOR l-P ENGINEERED WOOD PROOUC75. RBPORT M <br /> USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP WL OR I.P lSL OR lP WOISTS IS .�7� ptt-L2 BO <br /> DESIGN ASSUMES ALL"TOP'LOAOS ARE STRICTLY VROHIBITED.ANY MODIfICAT10N OF THIS DOCUMENT REnUiRES REVIEW ICC-8S ESR-2403 <br /> APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BY A DESIGN PROFESSIONAL. LAD85 RR-25783 <br /> LOAD IS DISTRIBUTEO EOUALLY TO EACH PLY. CCMC 11518-R <br /> ATTACH THE TWO PLIES W I7H 2 ROW S OF 76tl MINIMUM BEARING SIZE$ARE SUFfICIENT TO PREVENT CRUSHING OF THE LP LVL Florida PL15228 <br /> (31/2')NAILS AT 72^OC.STAGGER ROWS. BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER. <br /> NAILS CAN BE DRIVEN fROM ONE FACE OR HALF ARCFiITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> FROM EACH FACE. NAIIS MAY BE COMMON OR BEAM IS CFPABLE OF SUPPORTING THE REACTIONS. <br /> BOX NAI�S WITH A MINIMUM SHANK DIAMETER <br /> OF 0.731'. i6tl SINKERS(31/4')MAY BE ANCHOR LP WL FLOOR BEAM SECURELY 70 BEARINGS OR HANGERS. <br /> USED.BUT HALF MUST BE DRiVEN FROM <br /> EACH FACE. LP COMPONENTS ARE MANUFACTURED WITMOUT CAMBER,THEREFORE IN <br /> ADDITION TO COMPLYING WITH BUIIDWG CODE DEFLECTION LIMITS <br /> OTHER DEFLECTION CONS�DERATIONS SNOULD BE EVALUATED BY PROJECT <br /> DESiGNER.SUCH AS ViBRATIOnI.HOUNCE.AND AES7HETICS. <br /> THIS FLOOR FRAMING COMPONENT HAS BEEN UESIGNED WITH AN INPUT TOTA� <br /> LOAD DEFLECTION LIMIT OF Lf240.(PROVIDED BY THE lP CUSTOMER}. <br /> THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. <br /> � <br /> ?1.250 <br /> SIIPPORT R8AC1'IONS ILBS): <br /> MAXIIIOTI B EARI NC NQMH 6 R " <br /> 1 2 1.750 "'THIS DRAWING lS NOT TO SCALE"' <br /> DWN 5002 500] 3.500 <br /> ��� CR�JSS 5ECfSON <br /> hSti BPJ�FtING SIZSS (IN-SXI <br /> 2- 4 3- 0 <br /> lAXSMiIIS DBPL�SCTI�7S <br /> GI.CIJLAT� AL�I4iIAB <br /> L1V8 IL]AD 0.29"(L/504) 0.31 <br /> DBAD i[]AD 0.31" <br /> 0. 4" Z74 . 1 <br /> r+a�ainga�recci«, LPwSoli6$yrth)LSLLVLarWi-Jas[Speuficadms usaNaestuserisrespons;aemrmeaccurxyameseraces) Software Provided BY: o,;,�„i <br /> xsc zoiz <br /> T mpomryx�a oor++a�<�i cnc�ng+o�noia��.g com000em Do ooi cut,.+oi�n.ortu oraner�v Soi�dS�an�5�,�v�e�a��outs exc�pt os snown LP Engineered Wood Products <br /> ptumb and lor resisli�g Vit�ml fo�tes shail�e des�gned end rn pu�l��hed meten�:Irpm LP Any uss o!lP So��iCSbrl LSL,LVl��M IJo�a�s Commry 411lJf%pfl$V2E4$WLE�� <br /> inefa�bC Dyothers No IoaCs eie ro De a0o���eC to ine to tne i�mi�e sot fonn�e�eo�..neyetes a�YoxDmss wartenryol fhe O�duct arrtl lP <br /> omponem unm aher e!�me tmm:nq ena festen�ng ero d�ar.feims e�i�mphed wa'mnees mcWd�rg the Vmplled weinnoea at mercnenueiriiy N35MilI@,TN 37219 <br /> compictea nt no 6me sneii io�as greear men oas�gn •rq ntn�ss tor a panicwu use Phone 800.515.7570 <br /> oaEs be apo%'�eA lo tha compon�nt Fy( �.�$�'4� <br /> A COP�Of 7HiS ORAwWG i5 TO BE GNEN 10 TME M3TALLINGGONTRACTOR. <br /> Design Crilaia <br /> mo aevgn eoa meie�ai soac�e.a am�o suoaie�o.; �p a�a sorastne.��g�aierod i�na.m.Ma or�owa�e�epeca�c co.Poniwo DWG # <br /> onformny wnn me ieaeat nv�ia�ona o�NOS•Oe�O ioed <br /> Ee�bc4on�n<tvyesa0justmenlfactorlorcne0 Toteiioetl Cai Pmp65Phminq Us�oltnfsproaummsyneuu��n�xpoe�reiowooaeust.knowo SHEET # <br /> aerieceo��e�,�e�ama�eouo +o ma s+e�e or eei�romu�o enuse eaoc.r <br /> File-.C:lProgram F�iles(xB6)LLPtWooC-E OeSign�20152�WO00E.SPX ` <br />