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BeamA6 Amerhart � ' <br /> 20i52 Alioweble Stnaa Ona�gn MSI: 0.28 <br /> N07E �OnD 7ABlE 2 PUES 1.750 X 9.500 LP LYL290aFb•2.OE DSSICd7(9t2T8R2A : VBI: 0.62 <br /> 1.THIS COMPONENT IS OESIGNEO 1U SUPPORT ONIY HOTE: LOADS SHOWN ARE FOR INPUT LOAO CASE 1). OTHER�OAD CASES DESIGN CONSISfiS OF 2 - PLI£S FASTENED RSI: 0.6� <br /> THE VERTICALLOA05 SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CMECKED AS RE�UIREO. TOGETHER (REFER TO NOTF,S;. <br /> LOADING.OEFLECTIDN LIMITATIONS,FRAMING (pIPdENS10NS M'cASURED FROM LEFT END OF SPAN OR CANTILEVER. L=Vg =�07�0 � 35 PSr � � <br /> METHODS.WIND AND SEISMIC BRACING.AND OTHER � DBAD I,(?7�D . 17 PSD <br /> IATERPI BRACING THA7 iS AIWAYS REQUIRED iS DSSTRIBUTION S02TRC8 TYPH TOP/6IDB IAAD FROM TO IAAD LDP LABEL TOSAL I.OAD . 52 PSP <br /> THE RESPONSIBILITYOF THE PROJECTENGlNEER PT-IN-SX PT-IN-SX <br /> ORARCHITECT. ONZpORN lI,OOR LZVE TOP 298 YLP 00-00-00 OS-00-00 1.15 ROOP LBFt SPHN GRx. : 13.00 F1' <br /> 2.PROVlDERESTRAINTATSUPPORTSTOENSURE LJNIlORN FSAOR DS}�D TOP 145 PLP 00-00-00 OS-00-00 0.90 ROOP RZC:lST SPAN CARR. : 4.00 PT <br /> LATERALSTABIIITY, UNZpORM BS11M NHZCFff 10 PLP 00-00-00 OS-00-OQ 0.40 <br /> 3.DONOTCUT.NOTCHORDRILLLPLVL. CODSCSNTRATSD SNO➢t LZVE TOY 3298 LHS O1-00-OOMIMHR6�3.00" 1.15 DSPLBCfIQtd CRITffitZA <br /> 4.SHIMALLBEARiNGSFORfULLCONTACT. CONCaNTRATBD SNOii DSAU TOP 16Q2 L83 O1-00-OOMIDTBRC.3,00" 0.90 LIVS IAAD DEPL: L / 210 <br /> 5.VERIFYDIMFNSIONSBEFORECUTTINGLPLVL " TOT1�L LOAD DEPL: L / 180 <br /> TO S12E. WARNING NOTES: <br /> &THIS LP LVL IS TO BE USED AS AROOF BEAM ONLY. CODE COtiPLIANC89 i <br /> MAKE PROVISIDN FOR ADEOUATE OR/UNAGE. THIS COMPONENT�ESIGN IS SPECIFICALLY FOR L-P ENGINEEREO WOOD VRODUCTS. RBPORT # <br /> 7. PRE i N ED E BRA IN REQUIREO AT USE OF THIS DESIGN FOR ANYTHMG O7HER THAN lP lYl OR lP LSL OR LP IJOISTS IS 7�1. aR-L280 <br /> EACH END OF COMPONENT. STRICTIY PRONIBIYED.ANY MODIPICA710N OF TH�S DOCUMENT REQUIRES REVIEW ZCC-SS HSR-2403 <br /> BY A DESIGN PROFESSIONAL. LAD85 RR-25783 <br /> DESIGN ASSUMES ALL TOP'i.OADS ARE CCMC 11518-R <br /> APPLIEO TO TOP EOGE OF LP WL$UCH THAT PROVIDE RESTRAINT AT CONCENTRAiED LOAO TO ENSURE LATERAL STA8ILITY. Florida PL15218 <br /> LOAD IS OISTRIBUTED EOUAL�Y TO EACH PLV. <br /> ATTACH THE TVJO PLIES WITH 2 ROW$OF 16d MINIMUM BEARING SI2ES ARE SUFFIGENT TO PREVENT CRUSHING OF THE lP Wl <br /> (3V2")NAILS AT 12'OC.STAGGER ROWS. BEAM AS DESIGNED.IT IS THE RESPONSI8ILITY OF THE PROJECT ENGINEER, <br /> NAILS CAN BE DRIUEN FROM ONE FACE OR HALF ARCHITECT OR�ES�GNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> FROM EACH FACE. NAILS MAY BE COMMON OR BEAM 15 CAPABIE OF SUPPORTING THE REACTIONS. <br /> BOX NAI�S WITH A MINIMUM SHANK DIAMETER <br /> OF 0.137'. i6d SINKERS�3-1lA')MAY BE ANCHOR LP LV�ROOF BEAM SECURELY TO BEARINGS OR HANGERS. <br /> USED.BUT NALF MUST BE�RIVEN FROM <br /> THIS i.VL BEAM NAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> CONCENTRATED LOADS MUST BE EDUALLY LOAD ACTING OVER 2.5 X 2.5 FT(625 S�FT) <br /> DISTR�BUTED TO ALL PLIES. ADDITIONAL <br /> fA5 NER MAY BE R IRED. <br /> 12 <br /> � 0 � <br /> 9.500 <br /> SIIPPORT RBACf10N5 (LBS1: <br /> XAXIM[M B BARI NG NIIMB E R --�j�c� - <br /> 1 2 � 1.750 '"'THISORAWINGISNOTTOSCALE"' <br /> DOhN 5099 2109 3.SOC <br /> DPLIFi' "' "' <br /> CR6SS SECfION <br /> 1QDT 88)JtSHG SIZES (IH-SX)� <br /> 3- 0 3- 0 <br /> MAXZMUN D%PLBCIIpN$ <br /> CAI�CI7I.AT� ALLOMABI$ <br /> LIVS I.QAD 0.03"fL/19T0) 0.24" <br /> •DBAD I.MD O.Q2" <br /> TCYPAL iAAD 0.04"(L/1317} 0.32" <br /> Har�ing 8 Erection LPO Sqi0S12rY�LSL LV��d I-JaSt SpCCifit�d�s User Notes(User is rapasidelor Me accwacy dtl+ese notes} Software Provided By. �,;,,;,, <br /> IBC 2012 <br /> Tempomryerapam+enemomungforrwimngcomponem ponoicu�.not:r,.anuo�auerl,oSoiiaStanLSI,LVLaneWaslaazce0�aeerrown LPEngineeredWoodProducts <br /> plumE anC for�paisLne Islaral fomet�na;i pa q�s�gneC enp�n p�b��shoE malenql irpm�P qny use ot LP SoI�dS�eM1 151,lVl BrW IJoisis<ontrery <br /> �nau��eC byainen. No ioetla ere�o Da epptie7 to ine lo ihe Iimala set foM herean nagetas n�y expresa wartanryof t�e p�oCu<�aM lP 414 Unan SVeet$uile 2000 <br /> omoona�i un��i efler en tne t�ming end fesien�ng sm G�aGeims e�l:mpiie�wertenLna mclu0��ng lhe imphBE walnc�ies o�mercl+.anl6bilily NaSMille.TN 3T215 <br /> compieioa at�o nma enen ioaar gmaie.;nen aeaign ena 6�roas�ora pen�cweruse Phon2�.515.7570 <br /> Ivada�e aDD�+eE ro the compor¢m p� g��r�q� <br /> Desgn Criteria A GOPV OF TNIS ORAVJING IS'O BE GIVEN lp T4E�NSTPLIING COIJTRACTpR <br /> Tne design end ma�e�a�ypec�ifetl s:e in subslaM�a� �P+�a So��dSian arc�egrswrcd�rooamarr�o o(Lou�aien�.A�c�fic Coryorotion DWG � <br /> canfom+�tywnn�ne��.aiest mvie�ona o�NDS'Oead toea <br /> aefiaulon,nc:uaea aGjus�ment fe<Wr�o•cnep Tc�ei loed Ca�?mp 65'.Vammg�Use nf ih�a proCutt mey�esw�m exqoeuro to wood dua1,known $HEET # <br /> oeflectron is Ins4nlnneow lo the S:ete o�Celibmin lo ca�sa cence� <br /> File:C'1Program Fifes Sx86)1LP1Wootl-E DesigM207525WOODE.SPX <br />