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Beam#4 AmerfiaR <br /> �_ _ _. _ ----- . -- ----------—_ _ -- __ _ <br /> 2015 2 AlfomCle Siresa Deaign �OAD TABLE - � MSI: 0.90 <br /> NOTE� 2 PL�ES 1.750 X 14.000 LP LSL 1.55E DESICN CRITERiw : VSI: 0.33 <br /> 1.THISCOMPONENTISDESIGNEDTOSUPPORTONLY DcS.GN CONSSSTS OF 2 - PLItiS FASTENED ASI: 0.40 <br /> THE VERTICALLOADS SHOWN VERIFICATION pF NOTE: LOADS SNOWN ARE FOR INPUT LOAD CASE(�) OTHER LOA�CASES TOGETHER (REFER TO NOTES). <br /> LOADING,DEFLECTION LIMITATIONS.PRAMING FOR PATfERN LIVE LOADING ARE CHECKED AS REQUIRED I,IVE i,pN7 = 40 PSF <br /> METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEfT END OF SPAN OR CANTILEVER.) DBAD IAAD � 15 PSF <br /> LATERALBRACINGTHATISAUNAYSRE�UIREDIS DISTRIHUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF LABEL TOTAL LOAD = 55 P5F I <br /> THERESPON51&LfTYOFTHEPROJECTENGINEER FT-Ix-SX PT-IN-SX <br /> OR ARCHITECT t1NIPORM FLOOR LIVE SIDE 280 PLF 00-00-00 15-00-00 1.00 <br /> 2 PROVIDERESTRAINTATSUPPORTSTOENSURE UNIZORM SNOW DEAD TOP 131 PLP 00-00-00 15-00-00 0.90 PLR i.P:PT SPAN CARx. : 6.00 Ff <br /> LATERAISTABILITY t7NIFORM WAI.L DEAD TOP 120 PLF 00-00-00 IS-00-00 0.90 FLR RZGHT SYAN CRBR. : B.O� Pf - <br /> 3.DONOTCUT,NOTCHORDRIL1lPLSL lIN�tFORM SNON LIVE TOP 105 PLF 00-00-00 15-00-00 1.15 <br /> 4 SHIMALLBEARINGSFORFULLCONTACT. UNIFORM PLOOR D8Af7 SIDE 105 PLP 00-00-00 15-OD-00 0.90 DEFLECfZON CRITERZA : ' <br /> S.VERIFYDIMENSIONSBEFORECIJTTiNGLPLSL iJf7IFORM HF.AM wEIGHT 16 PLP 00-00-00 15-00-00 0.90 LIVE LOAD DEFL: L / 360 <br /> TOS�ZE 7'OTAL LOAD D6FL: L / 240 <br /> B.THIS LP LSLISTO BE USED ASA FLOOR BEAM ONLY WARNING NOTES <br /> 7COMPRE IONEDGEBRACIN RE UIR DA CODB COMPLIANCES : <br /> 45'O C.OR LESS. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERE�WOO�PROOUCTS. REPORT ik <br /> USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS APA PR-L280 <br /> DESIGN ASSUMES A�L"TOP"LOADS ARE STRICttY PROHIBITED.ANV MODIFICATION OP THIS DOCUMENT REQUIRES REVIEW ICC-ES ESR-2403 <br /> APPIIED TO TOP EDGE OF LP LSL,SUCH THAT BY A DESIGN PROFESSIONAL. IanBS xx-2578] <br /> LOAD IS DISTRIBUTED EQUALLY TO EACH P�Y CCMC 13319-R <br /> ATTACH THE TWO PUES WITH 3 ROWS OF 16d MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LSL Florida PL15228 <br /> (3-12")NAILS AT 12"OC STAGGER ROVJS BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT FNGINEER, <br /> NAILS CAN BE DRNEN FROM ONE FACE OR HA�F ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS <br /> FROM EACH FACE NAILS MAY BE COMMON Oft BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. <br /> BOX NAILS WITH A MINIMUM SHANK DIAMETER <br /> Of 0.131". 16d SINKERS(3114")MAY BE ANCHOR LP LSl FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. <br /> USED.BUT HALP MUST BE DRIVEN FROM <br /> EACH FACE. LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE�N <br /> ADDITION TO COMPLYING WITH BUILDING CODE DEFIECTION LIMITS <br /> OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT <br /> DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. <br /> THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL <br /> LOAD DEFLECTION LIMIT OF U240.(PROVIDED BY THE LP CUSTOMER). <br /> THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS <br /> � <br /> 14.CC0 <br /> SIIPPORT RFACTIONS {I,BS): <br /> MAXIMUM H EAR I N6 NUM B &R -�C <br /> 1 Z I 1.'750 "'THISDRAWINGISN0T70SCALE"' <br /> DOwN 4953 4953 3.500 <br /> ��� - CROSS SECTION <br /> MIN BEAR.ING SZZES (IN-SX) <br /> 4- 0 4- 0 <br /> MAXII2IIM OEFLECTIONS <br /> GI.('[JLATFD ALI.OWHB <br /> LIVE I.OAD D.2T�(L/662) 0.49 <br /> DEAD LOAD 0.51" <br /> TOTAL LOAD 0.61" L I89 0.73 <br /> r+anm��aE�ecnon t�sa�asmr��s�,�v�ar,di-das�sPedncanore usHNaes�use�s.esp«,s�aerau,eaccuacyameseno�es� Software Provided By: osnvis <br /> Tem ora a � 7 9 componen 9 IBc zo12 <br /> P rya� pertnanemCac ro�noie�� � o otcut,no�ch,dnllorslter�PSaiidStartLSL,WLa tlIJ rstseviceptaschawn LP En ineered Wood Products <br /> plum6 and br resistinfl letenl lorces snall be deslgned and in publishe7 matenal hom LP.Any use of LP SolidStah LSL,Wl an0 IJoista cantrary 414 Urvon SUeet.Suile 2000 <br /> Installetl Cy othen. No IoeCa an to Oe applied to ihe �o t�e limifs set foAh M1erean,�egatea any exproas wartanry of the praCuct anE LP NaSMiile,TN 3T219 <br /> component until aMer all t�e fnminp and hsteninp aie tlis<Ieima all implied warrenties including Ne implietl werran0es ol merchanubiliry {���p�9 gpp 5157570 <br /> completed.At na time�hsll loada gmeter Ihan deaign and fimess tor a parOcular use. <br /> lo�ds be appl�eG lo Ihe componenL F� ���� <br /> A GOPV OF T}�IS DRA�N�NG IS TO BE GIVEN 10 THE INSTALLING CONTRACTOR. <br /> Design Criteria <br /> the Cnign and matedal apeciAeE erc in suEatantial LP and Sai'idstart are registercd wdemarks o��au�sianaPauec eorponuon. DWG # <br /> onformirywilh tha letesl revisions ol NDS'Deetl IaeC <br /> Ee1lecHon includes adjustment factor tur cnep.Total loatl Cel.Prop 65 Waminq:U�e o�lh�ia product may result In eipoaurc to wood duet,known SHEET # <br /> tle0ccvon is insuntaneoua. ta Ne State of Califomla to cause can<er. <br /> File�.C:�Progiam Files(x86pLP\Woad-E Design120152�WOODE.SPX <br />