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Beam 6�3 Amefiart <br /> 20152 AuoweDleSimssDeugn MSZ: 0.29 <br /> NOTE: ���T��E 2 PLIES 1.500 X 9.500 LP LVL2900Fb-2.OE DssZcet cnzT�i�. : vsz: 0.21 <br /> 1.THISCOMPONENTISDESIGNEDTOSUPPOR7pNLY DESIGN CONSISTS OF 2 - PLIES FAS'"6NEP RSI: 0.24 <br /> TME VERTiCALL0AD5 SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REF6R TO NOTES;. <br /> LOA�ING,DEFLECTION LIMITATIONS.FRMAING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. pryg LpAp . 35 PSP <br /> METNODS.WIND AND SEISMIC BRACING./W 0 OTHER (D�MENSIONS MEASURED PROM LEFT END OF SPAN OR CANTILEVER.) DgAp I,�y�p � 17 PST <br /> IATERAlBRACINGTHATISALWAYSRE�UIRE0IS DISTRIBVIION SOIIRCB TYPB TOP/SIDS LOAD TRON TO LOAD LDP LA88L TOTAL L01W � 52 PSl <br /> THE RESPON5181LITvOF THE PRQIECTENGINEER ri'-IN-SX tY-IDi-Sx <br /> OR ARCFi�TECT [7ttIPOxM PLOOR LZv6 TOP 140 PLP 00-00-00 09-06-00 1.15 ROOP LSP'L SPNt CARR. : 4.00 Pf <br /> 2.PROVIDERESTRAIN7ATSUPPORTSTOENSURE tJN'LPORM WALL DSaD SOP 130 PLP 00-DO-00 09-06-00 0.90 ROOf itlC[ff SPAti CJ6tR. : 6.00 P1' <br /> IATERALSTABIUTV. UNIPORM PI.00R D6AD TOP 68 PLP 00-00-00 09-06-00 0.90 <br /> 3.DONOTCUT,NOTCHORDRILLLPLVL. IINIPORM 88AN NBSGHT 8 PLP 00-00-00 09-06-00 0.90 DBTLECTI�7 CRI7'EAIA : <br /> 4.SHIMAIIBEARINGSFORFULLCONTACt. LIVB IAhD DHFL: L / 240 <br /> S.VERIfYDIMENSION58EFORECUTTINGIPLVl WARNINGNOTES: TOTAL LOAD DBTL: L / 180 <br /> TO S12E <br /> 6.THIS LP LVL IS TO BE USE�AS AROOf BEAM ONLY. THIS COMPONENT OESIGN IS SPECIFICAILY FDR LP ENGINEERED WOOD PRODUCTS. WDB COMPLiANCBS : <br /> MAKE PROVISiON FpR ADEQUATE ORAINAGE. USE OF TMIS DESIGN FOR ANYTHING OTHER THAN lP lVl OR LP LSl OR LP WOISTS IS RSPORT N <br /> 7. PRESSiON DGE ACM RE UIRED AT STRICTLY PROHIBITED.ANY MOOIFICATION OF THIS DOCUMENT REQUIRES REVIEW APA PR-L280 <br /> EACH END OF COMPONENT. BY A�ESIGN PROFESSIONAL ICC-85 ES&-2903 <br /> LADBS RR-25783 <br /> DESIGN ASSUMES AlL'TOP'LOAOS ARE MINIMUM BEARING SIZES ARE SUFFIGENT TO PREVENT CRUSMING Of THE LP LVL CtSNC 11518-x <br /> APpLIED TO TOP EDGE OP LP lvL.SUCH THAT BEAM AS OESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER. Plorida PL1522 B <br /> LOAD IS DiSTRIBUTED EQUAI.IY TO EACH PIY. ARCHITECT OR DESIGNER TO VERIPY TMAT THE.SUPPORT STRUCTURE FOR THIS <br /> A7TACH THE TV✓O PLIES W ITH 2 ROWS OF tOtl BEAM IS CAPABLE OP SUPPORTING THE REACTION$- <br /> (3')NAILS AT 12"OC. STAGGER ROwS. <br /> NAIIS CAN BE ORWEN FROM ONE FACE OR HALF ANCHOR�P WL ROOf BEAM SECURELY TO BEARINGS OR HANGERS. <br /> FROM EACH FACE NAI�S MAY BE COMMON OR <br /> BOX NAI�S WITH A IdINIMUM SHANK DIAMETER THIS lVL BEAM HAS BEEN DESIGNED TO SUPPOfiT A 300 LBS CONCENTRATED <br /> OF 0.12". LOAO ACTING OVER 25 X 2.5 FT(615 SO FT) <br /> 12 <br /> I 0 r <br /> xr <br /> 9.500 <br /> SUPPORT RSAC1'IONS (LB37: <br /> IfA7�i[7!d B 6ARI NC NIIMB 8 R <br /> 1 z 1.500 "'?HISORAWINGISNOTIOSCALE"" <br /> DGP1N 1649 1644 3.000 <br /> ��� CROSS SECTION <br /> KIII BSI�RSN() SI28S (IN-S%) <br /> 3- 0 3- 0 <br /> MAXIM�d DHPLSCfI011S <br /> GI�CULA?� ALLONABLE <br /> LIVH 7.OAD 0.06^(L/1859) 0.46" <br /> +DBAD 2.0l1D 0.13" <br /> TO'tA7. I,OAD 0.15"(L/750) Q.62• <br /> HandingBEtetDon LRWSdidS�arG�LSI.IVtrdl-JdstSpecificaUas UserNaes(UserisrespmsidefixtheaccurxydC�esenotes) Software Provided By: o,,,,,,, <br /> IBC 2012 <br /> T�mporery e�w pem+aneni brecing�o�noitlirg componen� Do not c��.�o�ch dn11 orailer lP Sol�tlSlah ISL,LVL entl�Jo�ala sxtep�ss SMwn LP Engineered Wood Protlucts <br /> plumb entl for ms�s:ing ieterai to¢aa ENII De designed B�t���puEilsned ma�enai!mm LP Anyusa o/lP SoiidStan L5L WL and IJoiaia comrary 414 UMOn SVeuC Suite2000 <br /> -nsla�ied by others.No i0e06�n to be applied lo IM to!ne��.mlts sef bnn hereon,neq�tea�nyexpnas wurenryv�iM p�otluci ena LP NaShville.TN 3I219 <br /> componsnl unll'.ettnr aii ma framing end faslening ero Om:4�ms au�mpooc wa�m�es��civa��g ma�mo���d wemne�e o1 mercnenua�+�ry <br /> mo�etea A�no�ime enel17oa0e grca:erthendesign an�l�uness�or�oemcu�uusa PFqne 80D.5157570 <br /> ;oetls oe appileC w me componem. F� ���`��4� <br /> A COCV Of THIS DRAWING IS TO BE GIVEN 10 THE INS7ALl!NG CONTRAC'04t <br /> Design Criteri3 <br /> TM des'�gn and malenea sOA��('ed e��n.subatenliei �P���so���esun.�req�:�e�a��aaemsM:ot i o��:�a�e�asc��r�c coroorei�o�. DWG # <br /> confoimitywilh Iha Ielesl rBvis�ons o1 NDS.'O9etl laed <br /> aeneu�o����i�.aos ad�ustmeni iacwr!orcreeo Totc+ioae Cei Proo 65 Waminq.Usa o��nis D�aucl mayrsauit m e.posun to wooE dust.krrown SHEET {� <br /> aeilearon is�nai»menaous �o�ne State o(Cellfom;a w cevse cencer , <br /> File:C:1Program Files(�6}1LP1Wootl•E Oesign12015.2\WOODE.SPX <br />