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Beam 89 Amerhart <br /> 20152 Aliaw�D�oS�nsaDea�gn 2f5Z: 0.50 <br /> NOTE LOADTABLE 2 PLIES 1.750 X 9.500 LPLV1.2800fb-2.OE Dasxctt cluraniw : vsx: 0.5� <br /> 7.THISCOMPONENTISDESIGNEDTOSUPPOR7IXJLY DESIGN CONSZSTS OF 2 - PLZF.S FASTENED RSI: 0.71 <br /> THE VERTICPLlOAOS SHOWN VERIFICATION OF NOTE� LOADS SHOWN ARE FOR INPUT LOA�CASE(1). OTMER lOAD CASES TOGF.THER (RBPER TO NOTES). <br /> LOADING,DEPLECTION LIMITAT�ONS,fRAM3NG FOP PATTERN UVE LOADWG ARE CFIECKED AS RE�UIRED. �yg �p . 40 PSP <br /> METHODS.WIND�wD SEISMiC BRACING.FwD OTHER (�IMENSIONS MEASURED FROM LEFT ENO OF SPAN OR CANTILEVER.) oeAa 1.oAD � 15 e3r <br /> LATERAl.BRACINGTHATISALWAYSRE�UIREDIS DISTRZBQTZON SOIIRCS TYPS TOP/SIDS LOAD 7RON 20 LOAI7 LDT LRSEL TOTAL IQAD . 55 PSP <br /> THERESPONSI&IINOFTHEPROJECTENGINEER PS-I2l-SX YT-IDi-Sl[ <br /> OR ARCHITECT QNIPORM SNOW LIVE TOP 663 PLP 00-00-00 01-09-00 1.15 <br /> 2.PROVIDERES7RAlNTATSUPPORTSTOENSURE IINIYORlr SxOw LIVS TOv 683 ?Lf 0�-09-00 06-06-00 1.15 12R LEP1' SYADI CARR. : 15.00 Ff <br /> LATERALSTABIUTY. VNLpORM YLOOR LIVS TOP 540 YLP DO-00-00 06-06-00 1.00 FLR RSGH7' SPAN CaRR. : 12.00 Pf <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL. DNIPOAM SN04/ DS.�D TOP 332 PL! 00-00-00 01-09-00 0.90 <br /> 4.SHIMALLBEARINGSFORFULLCONTACT. QNIFORli SNON DS�D TOP 332 PLP 04-09-00 06-06-00 0.90 DEPLSCPI@I QtITffi2IA : <br /> 5.VERIFYDIMENSIONSBEFORECUTTINGLPIVL UNIPOxn7 lLOOR DBAD SOP ]03 PLF 00-00-00 06-06-00 0.90 LIvB LOI.D DBPL: L / 360 <br /> TO SIZE. [lNIPORdI WALL DEAD TOP 90 PLF 00-00-00 06-06-00 0.40 T02hL LOAD DSPL: L / 290 <br /> 6.THISLPIVLISTOBEUSEDASAPIOORBFI+MONLY UNZPORI�t BSax NHIGaT 10 PLP 00-00-00 06-06-00 0.90 <br /> 7. MPRE 1 NEDG B IN R UIREDAT CONCEN7FUT8D SNOW LSVS TOP 1{59 L83 O1-09-OOMINHAG�3.00" 1.15 CODH COI�LI/�NC85 : <br /> EACHENOOPCOMPONENT. CONCBNTRATSD SNOW DBAD TOP 709 LBS O1-09-OOMINSRG�3.00" 0.90 RBFORT # <br /> CONCffi7fRAT8D SNON LIVB TOP 1459 LBS O4-09-OOMI278RG�3.00" 1.15 I.PA PR-L200 <br /> DESIGN ASSUMES All"tOP'LOADS ARE WNCSNTRASSD SNOW DBAD TOP 709 LBS O4-09-ODatINeRG.3.00" 0.90 ZCC-BS HSR-3903 <br /> APPLIED TO TOP EDGE OF LP LVt,SUCH THAT S.ADBS ttR-25783 <br /> lOAD IS DISTRiBUTED E�UALIY TO EACH PLY. WARN WG NOTES: CCMC 11518-R <br /> ATTACH THE TWO PLiES WITH 2 ROWS OF t6d Florida PL15228 <br /> (3 V2")NAILS AT 12"OC.STAGGER ROWS. THIS COMPONENT DESIGN IS SPECIFICALIY POR L-P ENCaINEEREO WOOD PRODUCTS. <br /> NAILS CAN 6E ORIVEN FROM ONE FACE OR HAIP USE OF THIS DESICH FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS <br /> FROM EACH FACE. NAILS MAV BE COMMON OR STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW <br /> BOX NAILS WITM A MINIMUM SHANK DIAMETER BV A DESIGN PROFESSIONAL. <br /> OF 0.1J1'. 16tl SINKERS(3114')MAV BE <br /> USED.BUi HALF MUST BE DRIVEN FROM PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE�ATERAL STABIUTY. <br /> CONCENTRA7E0 10AD5 MUST BE EOUALLY MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSNING OF THE lP lVL <br /> OISTRIBUTED TO ALL PLIES. ADDITIONAL BEAM AS DESIGNED.IT IS THE RESPpNSIBILITY OF THE PROJECT ENGINEER, <br /> FASTENERS MAV BE RE UIRED. ARCMITECT OR DESIGNER TO VERIFY THAT THE SUPPpRT STRUCTURE FOR THIS <br /> BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> ANCHOR LP lVL FLOOR BEAM$ECURELY TO BEARINGS OR HANGERS. <br /> �F- <br /> 9.500 <br /> sveponx �crzorrs ti.es�: <br /> M7174IIAOM B 8AR I NG NII118 SR <br /> 1 Z 1.750 "'THISDRAWINGISH0T70SCALE"' <br /> DOWN 5578 5578 3.500 <br /> ��� CRC55 SEC1'ION <br /> r�arr ezaau�c sizas tnr-sxy <br /> I 3- 0 3- 0 <br /> IMXZMA(DSFLBCPZ�iS <br /> CAI.CDIAT� AI.IAIiABLB <br /> LIVE S.MD 0.08^tL/9]]) 0.11^ <br /> •DEAD i.MD 0.08" <br /> TOTAL I.W�D 0.14"(L/546) 0.31" <br /> Hanairg&Erecdm L�SdidStar�LSL.LVLarbl-JpSISpeCificaUorK UseNaes(userisrespa�iaefarmeacwracyotU�eno�esl SOftware Provided By: o„��,,� <br /> .ec 2o1z <br /> bmPomyeRavem+a�emerac�nqro�now�ogco�+pooem oo�ot<m�otcn.anuo�ene.�pSoraSten�S�,�.v�.ncWoiatsaaceo�esehown LPEngineeredWoodProducts <br /> piumc an0 for res�st�np iataml forc�c s�e�l W d�elqneC en0 in pubiishetl m���nel(Tm lP Anyu3!0/LP SOIiC511t1 LSI.LYL YnE IJOifi3 COntR�y 414 Unon SVeel,Suite2000 <br /> 'nabibE OyOthers. No IoaEa aR Io De ap0lietl Io�he lo iM lim�ta se�loh�nenon.nageies�ny�xDn�s wernnlyof In�pmEucl�rW LP <br /> componenl aNii afterall ihe irem�ng ana lasumng are tlis<la�ms ail implletl wenenUe9��WuCIrIg IbY+mpINO wY�n�i�a of ms¢hanb0ili�y NaSMille.TN 37219 <br /> comple�ed.At no u�+ss sn�tl IoaEs gieat�nh�n tlealpn and timess�or�p�nicuierus� Pbaie 800.515.7570 <br /> �o.ax De apo��•d to tne componoo� <br /> Faa 866.753.4,'�69 <br /> A COPV OF iHiS DRA W�NG i5 TO BE GIVEN 70 THE IN5TALlINGCONTMCTp(3. <br /> D�ign Cri(eria <br /> in�aasig�end mote�ei eacir,ea are�o s�oa�ami.i �p n�d Soimsun are ro9�stena ueoeman�s or�omsnna-0ac�ric Corpootwn. DWG � <br /> conrormlryw�in mc ietea�ienaione ol Nos-Deaa ioaa <br /> d.n.croo�.00��aoe.a��a�meo+tecm��o�c�e�o iouiioee �ai Pmp6SWemirrg uaeofihiapmduclmaymsu4��onvosur��o.00aaLat,krwwn SHEET # <br /> tlenection�.s�nstn��eneoua lo tne Sua o�C�btomu to cewe cancar <br /> File:C:iProgram Files(x86�LLP1Wood-E DeSign120t521w00DE.SPX <br />