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�" . m �• 209198 OECK <br /> �Y W�,..�.�.:,q. 5 't14" x 14" 2.OE Paraltam�PSL, Wolmanized�-SL 3 (MC > 28%y <br /> 7d•Seam�6.35$efial Number. <br /> u�:2 4121lZ0104:13:57PM THlS PRODUCT MEETS OR EXCEEDS THE SET DESlGN CONTROLS <br /> P�, E"9`"'"�ion:6.�.0 FOR THE APPE.ICATlQN AND LQADS LiSTED <br /> o ;a <br /> d T4�s�� � <br /> Product plagram is Conceptaal. <br /> LOADS: <br /> Analysis is tor a Drop 8eam Member, Tnbutary Load Width:�' <br /> Primary Load Group-Residerttial-Living Areas(ps�:40.0 Live ai 100 96 duration,15.0 Dead <br /> Vertica!Laads: <br /> Type Clesa Llve Dead Lceatlon Appllcatlon Comment <br /> Unitam(p1� FIooK1.00) 7&7A 63.0 0 To B'6' Adds To <br /> Unitam(pt� Floor(1.00) 920.0 45.0 8'6"To 14'S' Adds Ta <br /> Uni(orm(p1F} Floor(1.Oa) �67_0 63.0 71'6"To ta' Acfds To <br /> Aoint(Ibs) F1oor(1.00) 0 885 6'4" - <br /> Aoinqlbs) Fbor(1.00) 0 695 11'8' - <br /> SUPPORTS• <br /> Input BeaMng Vortical Reactions Pty Uepth Nailing Detail Other <br /> WJdth Length {Ibs} Depth <br /> L{velDeedlU p1 iitlTote l <br /> 1 Waod cWumn 5.60" 4.00' 1491!1245/9!2647 N/A MIA N/A li:Bfocking 1 Ply 1 1/4'x t4'1.3E <br /> 7imberStrand�LSL <br /> 2 Glulam or solid sawn lumber S.SO" Hanger 1282/1571 J 0 J 2852 N/A MIA N/A L3:Face Mount Nona <br /> beam tianger <br /> See iLevel�SpeaflerslSuildeds Gufde for detsfi(s):L1:elocking,l3:Face Mount iianger <br /> HANGERS:No Manutaciurer Selected <br /> Support Mode1 Siope Skew Revarae Top Flenge Top Flange SuppoR Wood <br /> Flangea Offaet Slopo Spaelos <br /> 2 L3:Face Mount Hanper NO[VE�OUND OH2 0 NlA N!A �VA Dougfas Fir <br /> DESfGN CONTROLS: <br /> Maximum Deafgn Control Rasuit Locallon <br /> Shear(Ibs) -2814 -2458 8384 Passed(29%) RL end Span 1 u�der Floor loading <br /> Moment(Ft Lbs) 9605 9665 226t6 Passed(42°k) MID Span 1 under Floor badi�g <br /> Live Loed Defl(in) �.103 0.3A3 Pessed(L1999+) AtID Span 1 under Floor loadi�g <br /> Total Load Defl(in) 0.346 0.343 Pessed(U476) MID Span 1 under Floorloadiog <br /> -Deffection Criteria:Speeified(LL:U480,TL:U480}. <br /> -Bracing(Lu}:A➢comprrssion edges(Wp and boftom)must be braced at 14'6'olc un4ess detailed otherwisa. Proper atffichment and positioning of lateral bracing is required to achieva <br /> member stebitity. <br /> PROJECT INFORMATION: O?ERA'FOR INFORkfATION: <br /> 7etry MIldcelsort <br /> dfp plenning 8 design <br /> 9100 BaMimore St N.E. <br /> 5uite 106 <br /> Bfaine,MN 55449 <br /> Pisone:78°r780-8004 <br /> Fax :783-780-8015 <br /> info(8 dlpdesign.com <br /> Copyrignc e 2009 by 1Levela�, Fedcral way, wA. <br /> Pazallazne is a reglstcred trademark o[ 1Levcla. <br />