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�����t-M_��� 990421 GAR <br /> /� <br /> ' TJ-62amTM �.�2 �;;a��.����:�o����<;; 2 Pcs of 1.75" x 11.875" 2.OE Micro!lam0 L!!L <br /> BEAMUSA 1111 9/3/99 10:50:03 <br /> Page 1 of 2 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATfON AND LOADS LISTED <br /> r—�a � <br /> I�; <br /> �i�� �2� <br /> � �o�$�� _ <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Applica6on. Tributary Load Width: 1' <br /> Loads(psf�:40 Live at 100%duratio�, 15 Dead,0 Partition,and: <br /> TYPE CLASS LlVE DEAD LOCATION APPLICATlON COMMENT <br /> Uniform(plfl Floor(1.00) 260 98 0 to 4'6" Adds to <br /> Uniform(pl� Floor(1.00) 360 135 4'6"to 10'8" Adds to <br /> Uniform(pifj Roof(1.25) 420 278 2'6"to 4'6" Adds to <br /> Uniform(pIfl Roof(1.25) 240 210 4'6"to 10'8" Adds to <br /> Point(Ibs.) Roof(1.25} 0 2514 2'6" Adds to <br /> Point(Ibs.) Roof(125) 0 1485 4'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 3.50" 2.619" Left Face 2676(R1.25)/4198/6874 Detail A3 1.25"LSL Rim <br /> 2 Vertical 2x_DF/L,SYP 5.25" 2.372" Right Face 3461 (R1.25)/3208/6669 Detail H1 <br /> -See TJM SPEClFIER'S/BUILDER'S GUlDES for detail(s):A3, H1. <br /> -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. <br /> HANGERS: <br /> REVERSE T.F. T.F. NAlLING <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> Right Top NONE FOUND No N/A No 0 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL lOCAT10N <br /> Shear(Ib) 6803 5377 7897 Passed(68°�) �t.e�d Span 7 under Floor loading <br /> Moment(ft-Ib) 19071 15780 19942 Passed(79%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.168 D252 PassEsi(L/71$) BIllD Span 1 under Roof loading <br /> Total Defl.(inj 0.396 0.503 Passed(U305} MID Span 1 under Roof loading <br /> -Defleetion Criteria:STANDAftD(LL: U480,TL:t12�S0). <br /> -Bracing(Lu):Afl compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning o#lateral bracing is required to achieve mert3ber s#ebility. <br /> . <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. PLANNING 8�DESIGN, INC. <br /> TERRY MJKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�1999 by Trus Joist MacMillan,a limited partnership,Ecise,Idaho,USA. TJ-ProTM and TJ-BeamT""are trademarks ef 7rus JoisY MacMillar. <br /> Microllarr�is a registered trademark of Trus Joist MacMilian. <br />