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Report L1(3 S G- If FA 1-T" Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:U-1 Multi-Loaded Multi-Span Beam V + }. Mark Stewart Home Design 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 9.0 IN x 8.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:37 AM Section Adequate By: 113.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.08 IN L/1168 Dead Load 0.05 in Total Load 0.13 IN L/721 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 2000 lb 2000 lb Dead Load 1240 lb 1240 lb Total Load 3240 lb 3240 lb Bearing Length 0.97 in 0.97 in BEAM DATA Center a n Span Length 8 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 500 plf Camber Adj.Factor 1 Uniform Dead Load 300 plf Camber Required 0.05 Beam Self Weight 10 plf Notch Depth 0.00 Total Uniform Load 810 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: RECEIVED Fb cmpr= 1850 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi DEC 2 8 2015 Cd=1.00 U Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi CITY OF TIG A RD Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi BUILDING DIVISION Comp.1 to Grain: Fc- L= 650 psi Fc--L'= 650 psi 1v Controlling Moment: 6480 ft-lb 4.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3240 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 32.4 in3 69.19 in3 Area(Shear): 18.34 in2 46.13 in2 Moment of Inertia(deflection): 103.66 in4 311.34 in4 Moment: 6480 ft-lb 13838 ft-lb Shear: 3240 lb 8149 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location:U-2 Mark StewaHoe Design Multi-Loaded Multi-Span Beam 22582 SW Mainrt Stm #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx9.5INx5.5FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:37 AM Section Adequate By:75.1% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN L/2730 Dead Load 0.01 in Total Load 0.04 IN L/1797 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1650 lb 1650 lb Dead Load 856 lb 856 lb Total Load 2506 lb 2506 lb Bearing Length 0.73 in 0.73 in BEAM DATA Center 5.5ft Span Length 5.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5.5 ft UNIFORM LOADS Cen er Live Load Duration Factor 1.00 Uniform Live Load 600 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch Total Uniform Load 911 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 875 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.1 to Grain: Fc- L= 625 psi Fc- L'= 625 psi Controlling Moment: 3446 ft-lb 2.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2506 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 47.26 in3 82.73 in3 Area(Shear): 22.11 in2 52.25 in2 Moment of Inertia(deflection): 52.48 in4 392.96 in4 Moment: 3446 ft-lb 6032 ft-lb Shear: -2506 lb 5922 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-1 BACK PORCH ,yMark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 18.0 IN x 19.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:37 AM Section Adequate By:5.9% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.61 IN L/381 Dead Load 0.17 in 1 Total Load 0.79 IN L/298 2 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 8363 lb 8287 lb Dead Load 2864 lb 2926 lb Total Load 11228 lb 11212 lb Bearing Length 3.37 in 3.37 in BEAM DATA Center 19.5 ft Span Length 19.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 19.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 200 plf Camber Adj.Factor 1 Uniform Dead Load 100 plf Camber Required 0.17 Beam Self Weight 20 plf Notch Depth 0.00 Total Uniform Load 320 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 3500 lb 3500 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2322 psi Location 5.5 ft 13.5 ft Cd=1.00 Cv=0.97 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Two Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 500 plf 500 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 300 plf 300 plf Comp.-Ito Grain: Fc--L= 650 psi Fc-1'= 650 psi Right Live Load 500 plf 500 plf Right Dead Load 300 plf 300 plf Controlling Moment: 48651 ft-lb Load Start 0 ft 13.5 ft 10.34 Ft from left support of span 2(Center Span) Load End 5.5 ft 19.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 5.5 ft 6 ft Controlling Shear: 11228 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 251.45 in3 276.75 in3 Area(Shear): 63.55 in2 92.25 in2 Moment of Inertia(deflection): 2351.12 in4 2490.75 in4 Moment: 48651 ft-lb 53546 ft-lb Shear: 11228 lb 16298 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-2 GREAT ROOM HEADERMark Stewart Home Design Multi-Loaded Multi-Span Beam I 22582 SW Main St #309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx11.5INx8.5FT #2 Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:33.4% Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.05 IN L/1874 Dead Load 0.04 in Total Load 0.10 IN L/1073 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1785 lb 1785 lb Dead Load 1333 lb 1333 lb Total Load 3118 lb 3118 lb Bearing Length 0.91 in 0.91 in BEAM DATA Center 8.5 n Span Length 8.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 420 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 14 plf #2-Douglas-Fir-Larch Total Uniform Load 734 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 875 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: Emin= 470 ksi E_min'= 470 ksi Comp.-L to Grain: Fc-1= 625 psi Fc- L'= 625 psi Controlling Moment: 6626 ft-lb 4.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3118 lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 90.88 in3 121.23 in3 Area(Shear): 27.51 in2 63.25 in2 Moment of Inertia(deflection): 155.95 in4 697.07 in4 Moment: 6626 ft-lb 8840 ft-lb Shear: -3118 lb 7168 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location:M-8 SINGLE GARAGE DOOR „s1 Mark Stewart Home Design Multi-Loaded Multi-Span Beam pF22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.0 IN x 8.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:450.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.02 IN L/5279 Dead Load 0.01 in Total Load 0.02 IN L/4097 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 646 lb 1704 lb Dead Load 269 lb 269 lb Total Load 915 lb 1974 lb Bearing Length 0.27 in 0.59 in BEAM DATA Center 8.5 ft Span Length 8.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 100 plf Camber Adj.Factor 1 Uniform Dead Load 50 plf Camber Required 0.01 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 163 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Base Values Adjusted Left Live Load 600 plf Bending Stress: Fb= 2400 psi Controlled by: Left Dead Load 0 plf Fb_cmpr= 1850 psi Fb'= 2400 psi Right Live Load 600 plf Cd=1.00 Right Dead Load 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Load Start 6 ft Cd=1.00 Load End 8.5 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Length 2.5 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp. L to Grain: Fc- I = 650 psi Fc--- = 650 psi Controlling Moment: 2562 ft-lb 5.61 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1974 lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 12.81 in3 123 in3 Area(Shear): 11.17 in2 61.5 in2 Moment of Inertia(deflection): 50.32 in4 738 in4 Moment: 2562 ft-lb 24600 ft-lb Shear: -1974 lb 10865 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location:M-9 NEAR GARAGE MAN DOOR 4Viiii. Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 11.875 IN x 4.75 FT 2.0E Parallam iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:374.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.01 IN L/9724 Dead Load 0.00 in Total Load 0.01 IN L/6819 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1188 lb 1188 lb Dead Load 506 lb 506 lb Total Load 1693 lb 1693 lb Bearing Length 0.65 in 0.65 in BEAM DATA Center 4.75 ft Span Length 4.75 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4.75 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 500 plf Notch Depth 0.00 Uniform Dead Load 200 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 713 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- L= 750 psi Fc- L'= 750 psi Controlling Moment: 2011 ft-lb 2.38 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1693 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 8.31 in3 82.26 in3 Area(Shear): 8.76 in2 41.56 in2 Moment of Inertia(deflection): 18.08 in4 488.41 in4 Moment: 2011 ft-lb 19902 ft-lb Shear: 1693 lb 8035 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Location:M-10 AT STAIR WAY Mark Stewart Multi-Loaded Multi-Span Beam ,_ , f. , '`I 22582 Mark Stewart Home Design9 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 INx11.875INx10.0FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:196.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.09 IN L/1303 Dead Load 0.03 in Total Load 0.12 IN L/969 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2000 lb 2000 lb Dead Load 690 lb 690 lb Total Load 2690 lb 2690 lb Bearing Length 1.02 in 1.02 in BEAM DATA Center — loft B Span Length 10 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 10 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 400 plf Notch Depth 0.00 Uniform Dead Load 125 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 538 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.I-to Grain: Fc- = 750 psi Fc-1'= 750 psi Controlling Moment: 6725 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2690 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 27.79 in3 82.26 in3 Area(Shear): 13.91 in2 41.56 in2 Moment of Inertia(deflection): 134.98 in4 488.41 in4 Moment: 6725 ft-lb 19902 ft-lb Shear: 2690 lb 8035 lb rage Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location: M-11 FRONT TO BACK BETWEN DINING AND GREAT ROOM Mark Stewart Home Design Multi-Loaded Multi-Span Beam I 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 20.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:15.7% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.59 IN L/416 Dead Load 0.12 in Total Load 0.71 IN L/346 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3190 lb 1550 lb Dead Load 456 lb 456 lb Total Load 3646 lb 2006 lb Bearing Length 0.93 in 0.51 in BEAM DATA Center 20.5 ft B Span Length 20.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 20.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Notch Depth 0.00 Uniform Live Load 100 plf Uniform Dead Load 25 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 144 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2903 psi Load Number One Cd=1.00 CF=1.00 Live Load 2690 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 4 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- L= 750 psi Fc-1'= 750 psi Controlling Moment: 13923 ft-lb 6.56 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3646 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 57.55 in3 123.39 in3 Area(Shear): 18.86 in2 62.34 in2 Moment of Inertia(deflection): 633.35 in4 732.62 in4 Moment: 13923 ft-lb 29854 ft-lb Shear: 3646 lb 12053 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page . Mark Stewart Location:M-12 AT FOYERMark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 11.875 IN x 8.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:86.6% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.10 IN L/1061 Dead Load 0.03 in Total Load 0.12 IN L/838 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3400 lb 3400 lb Dead Load 905 lb 905 lb Total Load 4305 lb 4305 lb Bearing Length 1.64 in 1.64 in 1111111111111111111111111111111111111111111, BEAM DATA Center 8.5 ft -- — Span Length 8.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 800 plf Notch Depth 0.00 Uniform Dead Load 200 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 1013 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc- L= 750 psi Fc- L'= 750 psi Controlling Moment: 9149 ft-lb 4.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 4305 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 37.81 in3 82.26 in3 Area(Shear): 22.27 in2 41.56 in2 Moment of Inertia(deflection): 165.79 in4 488.41 in4 Moment: 9149 ft-lb 19902 ft-lb Shear: 4305 lb 8035 lb I Project:JT ROTH MEDALLION MEADOWS LOT 17 Page Mark Stewart Location:M-13 AT KITCHEN CEILING + Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 8.75 IN x 12.0IN x 18.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:4.5% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.59 IN L/376 Dead Load 0.26 in Total Load 0.85 IN L/262 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 4470 lb 4975 lb Dead Load 2061 lb 2061 lb Total Load 6530 lb 7036 lb Bearing Length 1.15 in 1.24 in BEAM DATA Center — 18.5 ft Span Length 18.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 18.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Camber Adj.Factor 1 Uniform Live Load 460 plf Camber Required 0.26 Uniform Dead Load 200 plf Beam Self Weight 23 plf Notch Depth 0.00 Total Uniform Load 683 plf MATERIAL PROPERTIES TRAPEZOIDAL LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Left Live Load 110 plf Bending Stress: Fb= 2400 psi Controlled by: Left Dead Load 0 plf Fb_cmpr= 1850 psi Fb'= 2304 psi Right Live Load 110 plf Cd=1.00 Cv=0.96 Right Dead Load 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Load Start 10 ft Cd=1.00 Load End 18.5 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Length 8.5 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc-1-= 650 psi Fc-1'= 650 psi Controlling Moment: 31229 ft-lb 9.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -7036 lb 18.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 162.65 in3 210 in3 Area(Shear): 39.82 in2 105 in2 Moment of Inertia(deflection): 1205.72 in4 1260 in4 Moment: 31229 ft-lb 40320 ft-lb Shear: -7036 lb 18550 lb wage Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart / Location:M-17 AT FRONT PORCH ROOF Mark Stewart Home Desi gn Multi-Loaded Multi-Span Beam , 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx7.5INx6.5FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:97.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN L/2441 Dead Load 0.02 in Total Load 0.05 IN L/1580 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 650 lb 650 lb Dead Load 354 lb 354 lb Total Load 1004 lb 1004 lb Bearing Length 0.29 in 0.29 in BEAM DATA Center - -- 6.5 ft Span Length 6.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 6.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Notch Depth 0.00 Uniform Live Load 200 plf Uniform Dead Load 100 plf MATERIAL PROPERTIES Beam Self Weight 9 plf #2-Douglas-Fir-Larch Total Uniform Load 309 plf Base Values Adjusted Bending Stress: Fb= 750 psi Fb'= 750 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi Emin'= 470 ksi Comp.J-to Grain: Fc- = 625 psi Fc-1'= 625 psi Controlling Moment: 1632 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1004 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 26.11 in3 51.56 in3 Area(Shear): 8.86 in2 41.25 in2 Moment of Inertia(deflection): 29.36 in4 193.36 in4 Moment: 1632 ft-lb 3223 ft-lb Shear: -1004 lb 4675 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-18 BETWEEN HOUSE AND CASITA ..:14� Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.0 IN x 4.6 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:92.9% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.03 IN L/2198 Dead Load 0.00 in Total Load 0.03 IN L/2125 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 4586 lb 5372 lb Dead Load 261 lb 261 lb Total Load 4847 lb 5633 lb Bearing Length 1.45 in 1.69 in BEAM DATA Center 4.6 ft Span Length 4.6 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4.6 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 200 plf Camber Adj.Factor 1 Uniform Dead Load 100 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 313 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 5400 lb 3638 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 2.5 ft 2.5 ft Cd;1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 11073 ft-lb 2.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -5633 lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 55.36 in3 123 in3 Area(Shear): 31.88 in2 61.5 in2 Moment of Inertia(deflection): 120.86 in4 738 in4 Moment: 11073 ft-lb 24600 ft-lb Shear: -5633 lb 10865 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location:NU-1 Mark Stewart Home Design Multi-Loaded Multi-Span Beam + 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 7.25 IN x 3.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:209.7% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.01 IN L/5360 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 525 lb 525 lb Dead Load 458 lb 458 lb Total Load 983 lb 983 lb Bearing Length 0.45 in 0.45 in BEAM DATA Center 3ft — Span Length 3 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 3 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 350 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 6 plf #2-Douglas-Fir-Larch Total Uniform Load 656 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1170 psi Cd=1.00 CF=1.30 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.L to Grain: Fc- = 625 psi Fc-L'= 625 psi Controlling Moment: 737 ft-lb 1.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -983 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 7.56 in3 30.66 in3 Area(Shear): 8.19 in2 25.38 in2 Moment of Inertia(deflection): 4.98 in4 111.15 in4 Moment: 737 ft-lb 2989 ft-lb Shear: -983 lb 3045 lb • Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:NU-2 f Mark Stewart Home Design / Multi-Loaded Multi-Span Beam *;^" 22582 SW Main St #309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx7.5INx5.5FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:38 AM Section Adequate By:29.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN L/2303 Dead Load 0.03 in Total Load 0.05 IN L/1223 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 963 lb 963 lb Dead Load 850 lb 850 lb Total Load 1812 lb 1812 lb Bearing Length 0.53 in 0.53 in —B BEAM DATA Center — 5.5 ft Span Length 5.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 350 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 9 plf #2-Douglas-Fir-Larch Total Uniform Load 659 plf Base Values Adjusted Bending Stress: Fb= 750 psi Fb'= 750 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.-I-to Grain: Fc-1= 625 psi Fc-1'= 625 psi Controlling Moment: 2492 ft-lb 2.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1812 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 39.87 in3 51.56 in3 Area(Shear): 15.99 in2 41.25 in2 Moment of Inertia(deflection): 37.94 in4 193.36 in4 Moment: 2492 ft-lb 3223 ft-lb Shear: -1812 lb 4675 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 gage, Mark Stewart Location:NMF-1 ,V ' Mark Stewart Home Design Multi-Loaded Multi-Span Beam ' , 22582 SW Main St #309 or [2009 International Building Code(2005 NDS)) Sherwood.OR 97140 6.75 IN x 15.0 IN x 20.5 FT 24F-V4-Visually Graded Western Species Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By: 18.1% Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.58 IN L/425 Dead Load 0.24 in Total Load 0.82 IN L/301 3 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 1 2 REACTIONS A B Live Load 5320 lb 3976 lb TR1 TR2 Dead Load 2115 lb 1605 lb Total Load 7435 lb 5580 lb w Bearing Length 1.69 in 1.27 in ' BEAM DATA Center 20.5 ft Span Length 20.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 20.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 60 plf Camber Adj.Factor 1 Uniform Dead Load 40 plf Camber Required 0.24 Beam Self Weight 22 plf Notch Depth 0.00 Total Uniform Load 122 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Three Base Values Adjusted Live Load 983 lb 983 lb 1812 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2289 psi Location 2.5 ft 5 ft 14.75 ft Cd=1.00 Cv=0.95 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Two Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 350 plf 350 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 200 plf 200 plf Comp.-I-to Grain: Fc--I-= 650 psi Fc-1'= 650 psi Right Live Load 350 plf 350 plf Right Dead Load 200 plf 200 plf Controlling Moment: 37069 ft-lb Load Start O ft 5 ft 10.25 Ft from left support of span 2(Center Span) Load End 2.5 ft 14.75 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2.5 ft 9.75 ft Controlling Shear: 7435 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 194.35 in3 253.13 in3 Area(Shear): 42.09 in2 101.25 in2 Moment of Inertia(deflection): 1606.85 in4 1898.44 in4 Moment: 37069 ft-lb 48279 ft-lb Shear: 7435 lb 17888 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart / Location:M-7 DOUBLE GARAGE DOOR HEADER Mark StewaHomDesign Multi-Loaded Multi-Span Beam • r1 22582 SW Mainrt St e#309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 16.5 IN x 16.6 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:19.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.44 IN L/456 Dead Load 0.11 in Total Load 0.54 IN L/366 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 8963 lb 5112 lb Dead Load 1812 lb 1812 lb Total Load 10776 lb 6924 lb Bearing Length 3.23 in 2.08 in BEAM DATA Center assn — Span Length 16.6 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 16.6 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 400 plf Camber Adj.Factor 1 Uniform Dead Load 200 plf Camber Required 0.11 Beam Self Weight 18 plf Notch Depth 0.00 Total Uniform Load 618 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 7435 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2380 psi Location 4 ft Cd=1.00 Cv=0.99 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-I-to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 38762 ft-lb 5.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 10776 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 195.43 in3 232.55 in3 Area(Shear): 60.99 in2 84.56 in2 Moment of Inertia(deflection): 1513.19 in4 1918.51 in4 Moment: 38762 ft-lb 46123 ft-lb Shear: 10776 lb 14939 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 Page Mark Stewart Location:X-1 Mark Stewart Home Design Multi-Loaded Multi-Span Beam ( 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 9.25 IN x 4.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:40.9% Controlling Factor:Shear LOADING DIAGRAM DEFLECTIONS Center Live Load 0.04 IN L/1200 Dead Load 0.00 in Total Load 0.04 IN L/1196 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 4347 lb 4053 lb Dead Load 17 lb 17 lb Total Load 4364 lb 4070 lb 11111111111111111.1611111111111111111.1 Bearing Length 1.66 in 1.55 in BEAM DATA Center 4.25 ft Span Length 4.25 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4.25 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 800 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 8 plf 2.0 Rigidlam LVL-Roseburg Forest Products Total Uniform Load 808 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2996 psi Load Number One Cd=1.00 CF=1.03 Live Load 5000 lb Shear Stress: Fv= 285 psi Fv'= 285 psi Dead Load 0 lb Cd=1.00 Location 2 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-1-to Grain: Fc- L= 750 psi Fc- = 750 psi Controlling Moment: 7105 ft-lb 2.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 4364 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 28.46 in3 49.91 in3 Area(Shear): 22.97 in2 32.38 in2 Moment of Inertia(deflection): 69.25 in4 230.84 in4 Moment: 7105 ft-lb 12461 ft-lb Shear: 4364 lb 6151 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-4A i Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)) Sherwood,OR 97140 3.5 IN x 11.875 IN x 6.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:337.0% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.01 IN L/6031 Dead Load 0.01 in Total Load 0.02 IN L/3935 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1200 lb 1200 lb Dead Load 639 lb 639 lb Total Load 1839 lb 1839 lb Bearing Length 0.70 in 0.70 in BEAM DATA Center 6n Span Length 6 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 6 ft UNIFORM LOADS Cen er Live Load Duration Factor 1.00 Uniform Live Load 400 plf Notch Depth 0.00 Uniform Dead Load 200 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 613 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- = 750 psi Fc--- = 750 psi Controlling Moment: 2758 ft-lb 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1839 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 11.4 in3 82.26 in3 Area(Shear): 9.51 in2 41.56 in2 Moment of Inertia(deflection): 29.79 in4 488.41 in4 Moment: 2758 ft-lb 19902 ft-lb Shear: 1839 lb 8035 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-5 Mark Stewart Home Design Multi-Loaded Multi-Span Beam ( 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 12.0 FT(8+4) 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:61.8% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Right Live Load -0.04 IN L/2253 0.16 IN 2L/582 Dead Load 0.00 in 0.00 in Total Load -0.04 IN L/2523 0.16 IN 2L/592 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 600 lb 4100 lb Dead Load 408 lb 825 lb Total Load 1008 lb 4925 lb Uplift(1.5 F.S) -828 lb 0 lb ! Bearing Length 0.26 in 1.25 in 8ft a n BEAM DATA Center Right Span Length 8 ft 4 ft Unbraced Length-Top 0 ft 0 ft UNIFORM LOADS Center Right Unbraced Length-Bottom 8 ft 4 ft Uniform Live Load 150 plf 100 plf Live Load Duration Factor 1.00 Uniform Dead Load 100 plf 50 plf Notch Depth 0.00 Beam Self Weight 19 plf 19 plf MATERIAL PROPERTIES Total Uniform Load 269 plf 169 plf 2.0E Parallam-iLevel Trus Joist POINT LOADS-RIGHT SPAN Base Values Adjusted Load Number One Bending Stress: Fb= 2900 psi Fb'= 2869 psi Live Load 2000 lb Cd=1.00 C/=0.99 CF=1.00 Dead Load 0 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Location 4 ft Cd=1.00 Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Comp. L to Grain: Fc- = 750 psi Fc-1'= 750 psi Controlling Moment: -9356 ft-lb Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)3 Controlling Shear: 2678 lb At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2, 3 Comparisons with required sections: Read Provided Section Modulus: 39.14 in3 123.39 in3 Area(Shear): 13.85 in2 62.34 in2 Moment of Inertia(deflection): 452.73 in4 732.62 in4 Moment: -9356 ft-lb 29497 ft-lb Shear: 2678 lb 12053 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location:M-5A ,' - Mark Stewart Home Design Multi-Loaded Multi-Span Beam * 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 16.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:253.4% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.15 IN L/1272 Dead Load 0.02 in Total Load 0.17 IN L/1126 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1200 lb 1200 lb Dead Load 156 lb 156 lb Total Load 1356 lb 1356 lb Bearing Length 0.34 in 0.34 in BEAM DATA Center 16ft B Span Length 16 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 16 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 150 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 169 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1 = 750 psi Fc-1'= 750 psi Controlling Moment: 5423 ft-lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1356 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 22.42 in3 123.39 in3 Area(Shear): 7.01 in2 62.34 in2 Moment of Inertia(deflection): 207.33 in4 732.62 in4 Moment: 5423 ft-lb 29854 ft-lb Shear: 1356 lb 12053 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 Page , Mark Stewart Location:M-3 RIGHT GARAGE BAY t't Mark Stewart Home Design Multi-Loaded Multi-Span Beam ` 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 11.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:65.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.21 IN L/671 Dead Load 0.09 in Total Load 0.29 IN L/474 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 4334 lb 3922 lb Dead Load 1837 lb 1837 lb Total Load 6171 lb 5759 lb Bearing Length 1.57 in 1.46 in BEAM DATA Center - 11.5 ft Span Length 11.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 600 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 919 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2903 psi Load Number One Cd=1.00 CF=1.00 Live Load 1356 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 4 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.l to Grain: Fc- = 750 psi Fc- L'= 750 psi Controlling Moment: 18032 ft-lb 5.29 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 6171 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 74.53 in3 123.39 in3 Area(Shear): 31.92 in2 62.34 in2 Moment of Inertia(deflection): 392.82 in4 732.62 in4 Moment: 18032 ft-lb 29854 ft-lb Shear: 6171 lb 12053 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Location:M-4 Mark Stewart LocalLoaded Multi-Span Beam Mark Stewart Home Design .1' .0, 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 15.0 IN x 20.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:7.5% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.62 IN L/387 Dead Load 0.08 in Total Load 0.70 IN L/344 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 2 1 REACTIONS A B Live Load 9707 lb 2252 lb Dead Load 567 lb 567 lb Total Load 10274 lb 2818 lb Bearing Length 3.08 in 0.85 in BEAM DATA Center — -- 20 ft Span Length 20 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 20 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 60 plf Camber Adj.Factor 1 Uniform Dead Load 40 plf Camber Required 0.08 Beam Self Weight 17 plf Notch Depth 0.00 Total Uniform Load 117 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number OneTwo Base Values Adjusted Live Load 5759 lb 5000 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2359 psi Location 4 ft 2 ft Cd=1.00 Cv=0.98 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.--to Grain: Fc- = 650 psi Fc--L'= 650 psi Controlling Moment: 30162 ft-lb 4.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 10274 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 153.46 in3 192.19 in3 Area(Shear): 58.15 in2 76.88 in2 Moment of Inertia(deflection): 1340.93 in4 1441.41 in4 Moment: 30162 ft-lb 37773 ft-lb Shear: 10274 lb 13581 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-6 AT BACK OF GARAGE ) Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 6.75 IN x 25.5IN x 19.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By: 12.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.39 IN L/592 Dead Load 0.06 in Total Load 0.44 IN L/514 2 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 I 4 5 REACTIONS A B 4 I i Live Load 16290 lb 18981 lb Dead Load 3204 lb 3204 lb Total Load 19495 lb 22185 lb Bearing Length 4.44 in 5.06 in BEAM DATA Center 19ft Span Length 19 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 19 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 550 plf Camber Adj.Factor 1 Uniform Dead Load 300 plf Camber Required 0.06 Beam Self Weight 37 plf Notch Depth 0.00 Total Uniform Load 887 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Three Four Five Base Values Adjusted Live Load 1900 lb 7683 lb 2818 lb 4010 lb 4010 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb 0 lb 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2187 psi Location 4 ft 7.5 ft 11.5 ft 9 ft 14 ft Cd=1.00 Cv=0.91 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 800 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.1 to Grain: Fc--I-= 650 psi Fc-1'= 650 psi Right Live Load 800 plf Right Dead Load 0 plf Controlling Moment: 118355 ft-lb Load Start 13.5 ft 8.93 Ft from left support of span 2(Center Span) Load End 19 ft Created by combining all dead loads and live loads on span(s)2 Load Length 5.5 ft Controlling Shear: -22185 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 649.39 in3 731.53 in3 Area(Shear): 125.58 in2 172.13 in2 Moment of Inertia(deflection): 5670.2 in4 9327.02 in4 Moment: 118355 ft-lb 133325 ft-lb Shear: -22185 lb 30409 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart Location: M-19 LEFT SIDE BETWEEN HOUSE AND CASITA Mark Stewart Home Design Multi-Loaded Multi-Span Beam j' ' .*, 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 11.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:39 AM Section Adequate By:247.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.11 IN L/1285 Dead Load 0.03 in Total Load 0.14 IN L/989 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 2300 lb 2300 lb Dead Load 687 lb 687 lb Total Load 2987 lb 2987 lb Bearing Length 0.76 in 0.76 in BEAM DATA Center 11.5 ft Span Length 11.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 400 plf Notch Depth 0.00 Uniform Dead Load 100 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 519 plf Base Values Adiusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- L= 750 psi Fc--- = 750 psi Controlling Moment: 8588 ft-lb 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2987 lb 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 35.49 in3 123.39 in3 Area(Shear): 15.45 in2 62.34 in2 Moment of Inertia(deflection): 205.29 in4 732.62 in4 Moment: 8588 ft-lb 29854 ft-lb Shear: -2987 lb 12053 lb page Project:JT ROTH MEDALLION MEADOWS LOT 17 Mark Stewart / Location:X-2 �,' ,�' ` � Mark Stewart Home Design 4. Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood.OR 97140 5.5 IN x 9.5 IN x 2.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:40 AM Section Adequate By:17.6% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.00 IN L/MAX Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 975 lb 5025 lb Dead Load 11 lb 11 lb Total Load 986 lb 5036 lb Bearing Length 0.29 in 1.47 in111111111111111.11101111111111=116111 BEAM DATA Center eft- B Span Length 2 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 2 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch Total Uniform Load 311 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 875 psi Load Number One Cd=1.00 CF=/.00 Live Load 5400 lb Shear Stress: Fv= 170 psi Fv'= 170 psi Dead Load 0 lb Cd=1.00 Location 1.75 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp. L to Grain: Fc- L= 625 psi Fc-1'= 625 psi Controlling Moment: 1245 ft-lb 1.74 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -5036 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 17.07 in3 82.73 in3 Area(Shear): 44.44 in2 52.25 in2 Moment of Inertia(deflection): 7.96 in4 392.96 in4 Moment: 1245 ft-lb 6032 ft-lb Shear: -5036 lb 5922 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location: M-16 AT FRONT PORCH UNDER UPPER FLOOR Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 6.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:40 AM Section Adequate By: 161.3% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.02 IN L/3162 Dead Load 0.01 in Total Load 0.04 IN L/2005 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2925 lb 2925 lb Dead Load 1688 lb 1688 lb Total Load 4613 lb 4613 lb Bearing Length 1.17 in 1.17 in BEAM DATA Center 6.5ft Span Length 6.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 6.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 900 plf Notch Depth 0.00 Uniform Dead Load 500 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 1419 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- L= 750 psi Fc--- = 750 psi Controlling Moment: 7497 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -4613 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 30.98 in3 123.39 in3 Area(Shear): 23.86 in2 62.34 in2 Moment of Inertia(deflection): 87.7 in4 732.62 in4 Moment: 7497 ft-lb 29854 ft-lb Shear: -4613 lb 12053 lb Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:X-3Mark Stewart Home Design Multi-Loaded Multi-Span Beam 'f 22582 SW Main St #309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 3.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/5/2015 10:00:40 AM Section Adequate By: 139.4% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.01 IN L/5420 Dead Load 0.00 in Total Load 0.01 IN L/5401 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 5007 lb 5007 lb Dead Load 29 lb 29 lb Total Load 5036 lb 5036 lb Bearing Length 1.28 in 1.28 in BEAM DATA Center —aft Span Length 3 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 3 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 19 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2903 psi Load Number One Two Cd=1.00 CF=1.00 Live Load 5400 lb 4613 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb 0 lb Cd=1.00 Location 1.5 ft 1.5 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain: Fc-1= 750 psi Fc--L'= 750 psi Controlling Moment: 7532 ft-lb 1.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5036 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 31.13 in3 123.39 in3 Area(Shear): 26.05 in2 62.34 in2 Moment of Inertia(deflection): 48.66 in4 732.62 in4 Moment: 7532 ft-lb 29854 ft-lb Shear: 5036 lb 12053 lb • Project:JT ROTH MEDALLION MEADOWS LOT 17 page Mark Stewart Location:M-14 KITCHEN WINDOW '_ Mark Stewart Home Design Multi-Loaded Multi-Span Beam * 22582 SW Main St #309 oo, of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 INx9.5INx4.5FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 11/5/2015 10:00:40 AM Section Adequate By:335.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.01 IN L/5752 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 450 lb 450 lb Dead Load 466 lb 466 lb Total Load 916 lb 916 lb Bearing Length 0.42 in 0.42 in BEAM DATA Center 4.5ft — Span Length 4.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Notch Depth 0.00 Uniform Live Load 200 plf Uniform Dead Load 200 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 407 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1080 psi Cd=1.00 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: Emin= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--- = 625 psi Controlling Moment: 1031 ft-lb 2.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 916 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 11.45 in3 52.65 in3 Area(Shear): 7.64 in2 33.25 in2 Moment of Inertia(deflection): 10.43 in4 250.07 in4 Moment: 1031 ft-lb 4738 ft-lb Shear: 916 lb 3990 lb