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Beam 817 Arr�erhart <br /> 20'S2 A�bwe0leSlressOesiqn MSS: 0.50 <br /> NOTE LOAD TqBLE 2 PLIES 1.750 X 14.000 LP LVL2900Fb-2.OE DSSicca� cnir� : vSI: 0.3� <br /> 1.THISCOMPONENTISDESIGNED70SUPPORTONLY DESIGN CONSZSTS OF 2 - PLIES FA5:ENED RSI: 0.90 <br /> THE VERTICALlOADS SHOWN VERIFICATION OF NOTE LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER 1,0A0 CASES '('pGETHER (REFER TO NOTBS I. <br /> LOADING,OEFLECTION UMITATi0N5,FRAMING FOR PATTERN IIVE LOAOING ARE CHECKE�AS REQUIRED. I,Iyg I,ppp . 40 PS� <br /> METHODS.WIND PND SEISMIC BRACING.AND 07HER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) D�1,p I,prp . 15 PS7 <br /> LATERAL BRACING THAT IS ALiNAYS REQU�RED IS DZSTRIBUYZON SOIIRCB 1YPE TOP/SIDS IAAD PROIf SO LOAD LDP I.ABBL TOTAL SAAD � 55 PSF <br /> THERESPON51&LITYOfTHEPROJECTENGINEER FT-IN-SX PT-IN-SX <br /> �RARCHITECT. t7NIPORM FIAOR LIVB TOP 320 PL� 09-00-00 18-00-00 1.00 <br /> 2.PROVI�ERESTRAINTA7SUPPORTSTOENSURE UNIPORM PL(JOR LIVB TOP 1{0 FLT 00-00-DO 09-00-00 1.00 PLR LSPL SPAN CNtlt. : 0.00 FT <br /> tATERAISTABILITY. LINZPOAM PLOOR DEl�D 70P 140 PLF 09-00-00 18-00-Otl 0.90 FLR ASGH7' 3PW C,AStR. : 0.00 Yl' <br /> 3.DONOTCUT.NOTCHORDRILLLPLVL. IIxiYORla F[.OdR DEhD TOP 53 FLt 00-00-00 09-00-00 0.90 <br /> 4.SHIMALL.BEARINGSFORPULLGONTAGT. DNZIOAH B6Ati WEIGHY U PLt 00-00-00 18-00-00 0.90 DEPLSCIICN CRITER7h : <br /> S.VERIFVDIMENSIQNSBEPORECUTTINGLPLVL LIVB LO.�D DEtL: L / 480 <br /> TO S�ZE. WARNING NOTES: TOTAL LOAD DSPL: L / 240 <br /> 6.THIS LP LVL IS TO BE USED AS A fL00R BEAM ONLY. <br /> 7.COMPRESSI N EDGE BR IN R UIRED AT THIS COMPONENT DESIGN IS SPECiFICALLY FOR l-P ENGtNEERED WOOD PRODUCTS. CODE COMPLIA2iC65 : <br /> 85'O.0 OR LESS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS AEPORT IF <br /> STR�CTIY PROHIBI7ED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW �.nA Pn-L280 <br /> DESIGN ASSUMES ALL"TOP'1.OADS ARE 8V A DESIGN PROFES510NA�. ICC-85 6SR-2103 <br /> APPLIED TO TOP EDGE OF LP LVL.SUCH TMAT I.ADBS RR-25783 <br /> LOAO iS DISTRIBUTED EQUALLY TO EACH PIY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL C(21C 11518-R <br /> ATTACH THE TWO PUES WITH 3 ROW S OF t6tl BEAM AS DESIGNED.IT IS THE RESPONSiBILITY OF THE PROJECT ENGINEER, Flozida en15228 <br /> (31Y2')NAIIS AT 72'OC.STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFV THAT THE SUPPORT STRUCTURE FOR TNIS <br /> NAILS CAN BE DRIVEN fROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> FROM EAGH FACE. NAllS MAY BE COMMON OR <br /> BOX NAILS WITH A MINIMUM SMANK DIAMETER ANCHOR l.P WL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> OF 0.13P. 16d SINKERS(31f4")MAY BE <br /> USED,BUT MALF MUST BE DRIVEN FROM LP COMPONENTS ARE MANUFACTURED WITHOUi CAMBER,THEREFORE IN <br /> EACH FACE. ADDITION TO COMPlY1NG WITH BUILDING COOE DEFI.ECTION UMITS <br /> OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATEO BY PROJECT <br /> DESiGNER,SUCH AS ViBRAT10N.BOUNCE.AND AESTHETICS. <br /> � <br /> 14.000 <br /> SOPPORT REkCfI0N3 (ISSJ: <br /> MA7[IMIIDI 8 EAR 2 NG NUNB 8R <br /> 1 � 1.�50 "'TH�SDRAWINGISN0T7D3CALE"" <br /> DCSiJN 2419 3530 3.500 <br /> 4PLiiR' "' "' <br /> cr�oss ssrriox <br /> rPIIl�7 8&1RING 5I26S (IDl-SX) <br /> � 1- B 1- 8 <br /> i7AXIMR6 DBFLECPIONS <br /> CAI.C[TI.AT� hI.i.OWA8I.8 <br /> Llvs i3OhA 0.35^(L/609) 0.45" <br /> *DSAD I,OAD 0.23" <br /> 1Y1TAI.LOAD 0.51"(L/414) 0.89" <br /> Ha'xfirg&Erection LP�Sditl$tarC+�LSL LV�xxlFJast$pecificatiau UserNdes(UserisrespauidebrtheaccuracydUiesenotes) Software Provided By: �;;,,;,, <br /> .ec 2o.z <br /> kmpoin.ryan0 parm n�ni Dnuny�or�o�dmg cemp�nenl Do nol co�.�oicn.d�ik oraifar La Sol�dSinn 151.lV�and IJo��ata ezcep�aa s�ow� LP Engineered Wood Products <br /> plumD enC br 2a��sl��g ie�enl torG�s shell ba GeSigned end�n publ�ishe0 malene!(mm LO qnyuse o/LP SolidSt�M1 LSL,lVl en0lJo�ale coninry 414 Uf110f1$UC24,$utB21�0 <br /> nsulletl�yothers No loaea a�e ta Co eppli�tl to the io the I�im�is set lonh heteon,ne9etes anyeKv��s werten:yot tM Droa�ct an0 LP NdSMille,TN 3T179 <br /> omponeni�nl�l aftere!I IM/roming arM festem�g tlro O�ncieime ei1 impNetl wertentiea rncluE�n91M implie0 w�rtantisa of inercMn4bility <br /> comvieiea.Ai rro��me enau iosa.greou�i�enaes�qn arM�anese tors osnicuia�use PhOnE 000.575.757q <br /> ionds oe eva';ed+o ine comvon•m Fan Bfi6]53.4389 <br /> A COPV OF TMIS D13AWING IS 10 8E GIVEN TO THE INSTAILING CONTRACT013 <br /> DPSign CntHia <br /> T�a aeaiqn and me�ene�apoc�feC eie�n aubslenuel �P ervl SoiidSten en reg�sie�eC�m0ema�xs of Lou�s��sn�Fec�f��rperoDor, p1/�((j # <br /> aonlom+ny wnn me leies�rov�aone of NOS'Osae ioaa <br /> tlefiec:ion�inciudas aC;�atmem 4cror Iar cnoo�Toin��oaa Gi.Pnp E5 we�.,�,y Uaa o���+��.s oAn�ci mey ms�i��n eapoauro m waaN duai,krww� <br /> aoneci�.on��s��s+emaneo�s to me sieie oi cei.�om�a�o�Au:d�e�,�a� SNEET # <br /> file:C:1Program Fi1es(r.86)LLP�woal-E DesigM2fi15.2�W00DE-SPX <br />