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Beam 61 Amefiart <br /> 20�5 2 AuoweCle S�mss Ues�pn MSI: 0.30 <br /> NOTE: IOAD TABLE �PLIES 1.750 X 9.500 LP LV12900Fb-2.OE DSSIGH CASTP3LU : VSI� o.ie <br /> t.THIS COMPONENT iS DES�6NED N SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER�OAO CASES �ES SGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.19 <br /> TMEVERTICALLOAOSSHOWNVERIFICATIONOF TOGE'CHER (REFER TO NOTES). <br /> LOADING.DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REOUIRED. I,tyg I,prp . 35 PSF <br /> METHOOS.WIND AND SEISM�C BRACING.AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DS)�D I.OAD � 17 PSP <br /> tATERALBRACINGTHATISALWAYSRE�UIREDIS DISTRIBUTION SOLlRCS 'fYPB TOD/6ID8 LOAD PAOi1 TO lAAD LDP LAHBL TCYfAL I4AD � 52 P3P <br /> THERESPONSI&LITYOFTHEPROJECTENGINEER PT-IN-SX F'f-ZN-SX <br /> ORARCHITECT UHIYDRii �I.00R LIVB TOP 15B PLP 00-00-00 12-06-00 1.15 R00� L8Y! SPAN CJ.RR. : 4.00 TP <br /> 2.PROVIDERES7RAINTATSUPPORT5T0 ENSURE UNZPORN PtAOR D6AD TOP 77 PLP 00-00-00 12-06-00 0.90 ROOY RZGef SPAH CARR. : 5.00 FC <br /> IATERALSTP8ILITY. SItIIFORI[ HEaei ttEIfiHi' 10 PLP 00-00-00 12-06-00 0.90 <br /> 3.DO NOT CUT,NOTCH OR DRILL IPLVL. DESI.6CfI0N CRZTHtIA : <br /> 4.SHIM ALLBE1IRINGS FOR FULL GONTACT. WARNING NOTES' LIVB LOAD DEPL: L / 290 <br /> 5.VERIFY DIMENSIONS BEFORE CUTYING LP LVl iOTAL LOI+D DBFL: L / 180 <br /> TO SIZE. 1HIS COMPONENT DESIGN IS SPECIFICALLY FOA L•P ENGINE@RED WOOD PRODUCTS. <br /> 6.THIS LP LVl 1570 BE USED AS A ROOF BEAM ONLY, USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP lVL OR LP lSL OR LP IJ013TS IS CODB CONPLZADTC85 : <br /> MAKE PROVISION FOR ADEQUATE DRAINAGE. STR{CTLY PROHI8ITED.ANY MODIFICATION OF THIS DOCUMENT RE�UIRES REVIEW REYOxT N <br /> 7. M E N ED E IN R UIREO AT BY A DESIGN PROFESSIONAL. APR YR-L280 <br /> EACHENDOFCOMPONENT. ICC-SS SSR-2403 <br /> MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE lP LVL L�DBS RR-25783 <br /> OES�GN ASSUMES All"TOP"LOADS ARE BEkM AS OESIGNEO.IT IS THE RESPONSIB�UTY OF THE PROJECT ENGINEER. CCMC 11518-R <br /> APPLIED TO TOP EDGE OF LP LYL,SUCH THAT ARCHITECT OR OESIGNER TO VERIFY TFWT THE SUPPORT S7RUCTURE FOR THIS Plorida PL15228 <br /> LOAD IS DISTRIBUTED EQUALIV TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> ATTACH THE TWO PL�ES WI7H 2 ROWS OF 16d <br /> (yt/2")NAIIS AT 12'OC.STAGGER ROWS. ANCHOR LP Wl ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> NAILS CAN BE ORIVEN FROM ONE FACE OR HALF <br /> FROM EACH FACE. NAILS MAV BE COMMON OR THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> BOX NAIIS WITH A MINIMUM SHANK DIAMETER LOAD ACTiNG OVER 2.5 X 2.5 FT�6.Y5 SO FT) <br /> OFOJ37". i60SWKERS{11/4'�MAYBE <br /> USED.BUT NALF MUST BE�RIVEN FROM <br /> EACHFACE. <br /> 12 <br /> � 0 � <br /> 9.500 <br /> SQPPORT RShCPIONS (I.851� <br /> MAXIDIUM B EARI NG NOMB ER - - <br /> 1 y 1.750 "'THISORAWINGISNOTTVSCALE"' <br /> DOWN 1522 152� 3.500 <br /> ��� � CROSS SECTION <br /> DQN HSARZNC SIZSS (IIi-S7C) <br /> 3- 0 3- <br /> MA7CII4QN D8iL8CTIOMS <br /> CAI.CUi.1T� Ai.i[71JJ18I.fi <br /> LIVE LOAD 0.17"IL/865J �.61" <br /> •D�71D I.011D 0.14" <br /> TOT7�L I.lWI 0.26"IL/5601 0.83" <br /> Man6ing8Erec�On IFWSditlSt2rl6WLSL.LVL2ntll-JOiSISpBcifiCaCOnS UsefNdes(U5Pri5re5pmsidelorthexcuracydR�esenote5) $0(jWafQ P(UvldCd gY: qt;t��t7 IBC 2012 <br /> Tempomp�ena pevnanmt omang Iorhoid+�g componmt Do not cN.notch dnll o+al:9r LP SolidSlelt 15L,LVL end Woisls cetapl as e�own lP Engineered Wood ProduCts <br /> piumb anE lor ipsisbng laleral lorces Sha�l b�01i�gnetl�ntl in pubiished m�tenal lrorr�lP Any use of LP So�iESte�LSI.IVL entl�Jais;E contnry 414 Unon SV021 Swte2000 <br /> in9ta��atl by othe2.tio bads ere Io D8 e00�ie010 Itw to the��mda sel iotfh hqrpo�.�ngales eny6�pnea vnrtantyo�IM pmtluGS enE lP N25MiIlE.TN 37219 <br /> component until eNer al�ihn traminy end faatemng eR discle�ma oll�mo�iea warrentiea�ncluding ine imol�ea wamnl�se ol marchanUOility <br /> comvlaied A�no ilme aneu ioaaa grea�ar�hnn desVgn amf 5��eea lora penicuiar use Phaie 800.515.757tl <br /> loatlsoe.ppinab�hecomponen� F� ���4� <br /> A GOPv:3F THIS pqAWING iS TO BE GIvEN 10 TME�NSTAII�NG GONTRACTOR <br /> Design Cntaia <br /> The des�gn ana maron�l apacifiatl sn�n e�oaie�oei �p e�e soimsinn a�re9�:c.�.a i�.e.meMs o��o�;a�e�naec�nc coroomro�. DWG # <br /> confom+itywith iM 191xet nv��iona a!NDS"�aG loatl <br /> deflenlm Inc�uaes etljmimam faclorfor c�ee0�Totel loaa cei Prov 65 tv�mmq Use o��nis O��ct mqiswR m e:poswe to wooa duat.known SHEET # <br /> Aenecuon�s�ins+ameneous to tne Sata ol Cei�tom�a to c�uw ce�ce�. <br /> File:C�1Program Fi1es(x86)�lPlwood•E Design�201521wOODE.SPX <br />