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�� � � ����� V��� <br /> ���� A-1 <br /> -T,,.B,.,,,m,,,,e.,o�.;"►��,� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 <br /> Uaer 1 10/29/200311:58:19 PM <br /> �, �v�:,.,0.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member SFope:0112 Roof Slope0J12 <br /> 1 2 <br /> � � <br /> 6 5•4 � <br /> Atl dimensions are horizontsi. Product Diagram is Canceptusl. <br /> LOADS: <br /> Analysis is for a Drop B�m Member. Tributary Load Width:4' <br /> Primary Load Group-Roof(ps�:35.0 Live at 115%duration,15.0 Dead <br /> Vertical Loads: _ <br /> Type Class Llve Dead Location Appllcatlon Commerit <br /> Pant(Ibs) Roofi(1.1� 2100 900 1' - <br /> SUPPORTS: <br /> Input Bearfng Ve�l ReacNons(Ibs) Detall Other <br /> Wldth Length Llve/Dead/UpliftlTotal <br /> 1 Stud wall 5.50" 5.50" 2173/947/0/3120 By Others None <br /> 2 Stud wall 5.50" 5.50" 673/304 1 0/977 By Others None <br /> -See TJ SPEC�FIER'S/BUILDERS GUIDE for det�ail(s):By Otliers <br /> DESIGN CONTROLS: <br /> Manlmum Design CoMrol Control Locatlon <br /> Sh�r(Ibs) 3051 -724 1596 Passed(45%) Rt.end Span 1 under Roof loading <br /> Momer�t(Ft-Lbs) 198.9 1989 3833 Passed(5296) MID Span 1 under Roof bading <br /> Live Load Defl(in) 0.018 0.156 Passed(U'999+) MID Span 1 under Roof loading <br /> Tdal Load Defl(in) 0.027 0233 Passed(U'999+) MID Span 1 under Roof bading <br /> -Deflection Criteria:Specified(LL:L/360,TL:LR40). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8'o%unless d�ailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -The allornrable sh�r skess(Fv)has r�ot been i�sed due to the p�eritial af splits,checks and shakes. See NDS fw applicability of inct�se. <br /> -Analysis besed on vertical loads only and assumes structural supports as noted in the input. A�oal loads are not c�sidered in this analysis. <br /> -Malysis assumes continuous member. Lap joints,splices and finger joints signficantly reduce member performance and have not been c�nsidered. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Consin�ction Resufts Spencer Sanken <br /> South Side Lumber Co <br /> P.O.Box 178 <br /> Rogers,MN 56374 <br /> Phone:7Gi428-4112 <br /> Fax :76:i428-2971 <br /> Copyriqht 0 2003 by True Joiet, e Weyerheeuaer Bunineae <br />