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Specifications (25) �TT \%-�0\W 1 kL7 ?1 C:.�, �Ck r �k C . Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams page Keith A Kudrna / Location: Beam Nr.01 -Ceiling Bm at Great Rm/Stairs ;� : Suntel Design g Multi-Loaded Multi-Span Beam f l- "•. 16865 Boones Ferry Rd of z [2009 International Building Code(2015 NDS)] '- -,1 Lake Oswego, Oregon 97035 3.51N x 10.5IN x 10.25 FT 24F-V4-Visually Graded Western Species-Dry Use R ,2 7 2018 StruCalc Version 10.0.1.6 3/20/2018 1:53:50 PM Section Adequate By: 52.7% G Controlling Factor:Moment !. DEFLECTIONS Center LOADING DIAGRAM Live Load 0.19 IN L/659 Dead Load 0.07 in Total Load 0.26 IN L/473 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2688 lb 2082 lb Dead Load 1049 lb 822 lb Total Load 3737 lb 2904 lb TR1 Bearing Length 1.64 in 1.28 in �. BEAM DATA Center w Span Length 10.25 ft Unbraced Length-Top 2 ft 10.25 ft Unbraced Length-Bottom 10.25 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.07 Uniform Live Load 360 plf Notch Depth 0.00 Uniform Dead Load 135 plf MATERIAL PROPERTIES Beam Self Weight 8 plf 24F-V4-Visually Graded Western Species Total Uniform Load 503 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2388 psi Left Live Load 240 plf Cd=1.00 CI=1.00 Left Dead Load 90 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 240 plf Cd=1.00 Right Dead Load 90 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Start 0 ft Comp. L to Grain: Fc- L= 650 psi Fc-1'= 650 psi Load End 4.5 ft Load Length 4.5 ft Controlling Moment: 8380 ft-lb 4.51 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3054 lb At a distance d 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: 42.1 in3 64.31 in3 Area(Shear): 17.29 in2 36.75 in2 Moment of Inertia(deflection): 184.5 in4 337.64 in4 Moment: 8380 ft-lb 12800 ft-lb Shear: 3054 lb 6493 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams # * page pp– — Keith A Kudrna Location: Beam Nr.02-Roof Beam at Rear Patio i ► Suntel Design / Roof Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] Lake Oswego, Oregon 97035 3.5 IN x 9.25 IN x 10.5 FT #1 -Hem-Fir(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:51 PM Section Adequate By: 16.1% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.17 IN L/756 Dead Load 0.10 in Total Load 0.26 IN U476 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A Live Load 1181 lb 1181 lb Dead Load 694 lb 694 lb Total Load 1875 lb 1875 lb Bearing Length 1.32 in 1.32 in BEAM DATA s ... J a..f.W�. � .s.. ., .. . Span Length 10.5 ft Unbraced Length-Top 2 ft 10.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #1 -Hem-Fir(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 1000 psi Fb'= 1375 psi Tributary Width: TW= 1.5 ft Cd=1.15 CI=1.00 CF=1.20 Side Two: Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 6 ft Comp.L to Grain: Fc-L= 405 psi Fc--- = 405 psi Wall Load: WALL= 0 plf Controlling Moment: 4923 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 5.25 ft from left support Adjusted Beam Length: Ladj= 10.5 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 6 plf Controlling Shear: -1613 lb Beam Uniform Live Load: wL= 225 plf At a distance d from support. Beam Uniform Dead Load: wD_adj= 132 plf Created by combining all dead and live loads, Total Uniform Load: wT= 357 plf Comparisons with required sections: Req'd Provided Section Modulus: 42.98 in3 49.91 in3 Area(Shear): 14.51 in2 32.38 in2 Moment of Inertia(deflection): 87.22 in4 230.84 in4 Moment: 4923 ft-lb 5717 ft-lb Shear: -1613 lb 3599 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams it. ''' ,',« page Location: Beam Nr.03-Ceiling Bm at Garage -" Keith A Kudrna / Multi-Loaded Multi-Span Beam :''T Suntel Design 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] °.Lake Oswego, Oregon 97035 6.75 IN x 27.0 IN x 20.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:51 PM Section Adequate By:45.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.22 IN L/1116 Dead Load 0.14 in Total Load 0.35 IN U686 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A B 4 Live Load 11589 lb 9641 lb Dead Load 7162 lb 5897 lb 1 2 3 Total Load 18751 lb 15538 lb TRt rRs �" Bearing Length 4.27 in 3.54 in w BEAM DATA Center Span Length 20 ft Unbraced Length-Top 1 ft 20 ft Unbraced Length-Bottom 20 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.14 Uniform Live Load 330 plf Notch Depth 0.00 Uniform Dead Load 124 plf MATERIAL PROPERTIES Beam Self Weight 40 plf 24F-V4-Visually Graded Western Species Total Uniform Load 494 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by. Load Number One Two Three Four Fb_cmpr= 1850 psi Fb'= 2163 psi Live Load 625 lb 1025 lb 625 lb 4025 lb Cd-L1.00 CI=1.00 Cv=0.90 Dead Load 400 lb 725 lb 400 lb 3025 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3.25 ft 5.5 ft 7.75 ft 11.25 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc-1= 650 psi Fc-L'= 650 psi Load Number One Two Three Four Left Live Load 760 plf 225 plf 760 plf 250 plf Controlling Moment: 101866 ft-lb Left Dead Load 515 plf 100 plf 515 plf 150 plf 10.8 Ft from left support of span 2(Center Span) Right Live Load 760 plf 225 plf 760 plf 250 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 515 plf 100 plf 515 plf 150 plf Controlling Shear: 14860 lb Load Start 0 ft 3.25 ft 7.75 ft 11.25 ft At a distance d from left support of span 2(Center Span) Load End 3.25 ft 7.75 ft 11.25 ft 20 ft Created by combining all dead loads and live loads on span(s)2 Load Length 3.25 ft 4.5 ft 3.5 ft 8.75 ft Comparisons with required sections: Req'd Provided Section Modulus: 565.02 in3 820.13 in3 Area(Shear): 84.11 in2 182.25 in2 Moment of Inertia(deflection): 5814.31 in4 11071.69 in4 Moment: 101866 ft-lb 147860 ft-lb Shear: 14860 lb 32198 lb NOTES page Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams - Keith A Kudrna Location: Beam Nr.04-Garage Door Header r Suntel Design Multi-Loaded Multi-Span Beam { : 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] w«- •Lake Oswego,Oregon 97035 5.5 IN x 22.5 IN x 16.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:51 PM Section Adequate By:25.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.20 IN L/1004 Dead Load 0.14 in Total Load 0.34 IN L/579 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A B 4 Live Load 8221 lb 7435 lb Dead Load 5803 lb 5658 lb 1 2 3 Total Load 14024 lb 13093 lb TR1 ' TRS ',fli tri s x Bearing Length 3.92 in 3.66 in w BEAM DATACen er Span Length 16.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 16.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 0 Camber Required 0 UNIFORM LOADS Center Uniform Live Load 90 plf Notch Depth 0.00 Uniform Dead Load 60 plf MATERIAL PROPERTIES Beam Self Weight 27 plf 24F-V4-Visually Graded Western Species Total Uniform Load 177 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Three Four Fb_cmpr= 1850 psi Fb'= 2293 psi Live Load 650 lb 1100 lb 650 lb 4550 lb Cd=1.00 Cv=0.96 Dead Load 430 lb 775 lb 430 lb 3475 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 1.5 ft 3.75 ft 6.08 ft 9.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One Two Three Four Comp. L to Grain: Fc-1= 650 psi Fc-1'= 650 psi Left Live Load 725 plf 225 plf 725 plf 375 plf Left Dead Load 480 plf 100 plf 480 plf 300 plf Controlling Moment: 70678 ft-lb Right Live Load 725 plf 225 plf 725 plf 375 plf 9.4 Ft from left support of span 2(Center Span) Right Dead Load 480 plf 100 plf 480 plf 300 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 1.5 ft 6.08 ft 9.5 ft Controlling Shear: -11547 lb Load End 1.5 ft 6.08 ft 9.5 ft 16.5 ft At a distance d from right support of span 2(Center Span) Load Length 1.5 ft 4.58 ft 3.42 ft 7 ft Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 369.95 in3 464.06 in3 Area(Shear): 65.36 in2 123.75 in2 Moment of Inertia(deflection): 3246.23 in4 5220.7 in4 Moment: 70678 ft-lb 88657 ft-lb Shear: -11547 lb 21863 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams rt *a page Keith AKudrna / Location: Beam Nr.05-Front Porch Beam � � Suntel Design Roof Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] Lake Oswego,Oregon 97035 5.5 INx12.0INx19.25FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:51 PM Section Adequate By:82.6% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.39 IN L/592 Dead Load 0.31 in Total Load 0.70 IN L/329 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A Live Load 1733 lb 1733 lb Dead Load 1389 lb 1389 lb Total Load 3122 lb 3122 lb Bearing Length 0.87 in 0.87 in BEAM DATA Span Length 19.3 ft Mkt+€ :,.w,. tkw:t ;. . Unbraced Length-Top 2 ft 19.25 ft Unbraced Length-Bottom 0 ft Roof Pitch 5 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: 24F-V4-Visually Graded Western Species Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 20 psf Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 4 ft Fb_cmpr= 1850 psi Fb'= 2753 psi Side Two: Cd=1.15 C1=1.00 Roof Live Load: LL= 30 psf Shear Stress: Fv= 265 psi Fv'= 305 psi Roof Dead Load: DL= 20 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Wall Load: WALL= 0 plf Comp. L to Grain: Fc- L= 650 psi Fc L'= 650 psi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 15022 ft-lb Adjusted Beam Length: Ladj= 19.25 ft 9.625 ft from left support Beam Self Weight: BSW= 14 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 180 plf Controlling Shear: 2809 lb Beam Uniform Dead Load: wD_adj= 144 plf Total Uniform Load: wT= 324 plf At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 65.48 in3 132 in3 Area(Shear): 13.83 in2 66 in2 Moment of Inertia(deflection): 433.69 in4 792 in4 Moment: 15022 ft-lb 30283 ft-lb Shear: 2809 lb 13409 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams it N ' page --e- .Keith A Kudrna / Location: Beam Nr.06-Header at Kitchen i Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] Lake Oswego,Oregon 97035 5.5 IN x 11.25 IN x 4.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:52 PM Section Adequate By:28.7% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/5381 Dead Load 0.01 in Total Load 0.02 IN L/3236 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3526 lb 1554 lb Dead Load 2390 lb 973 lb Total Load 5916 lb 2527 lb Bearing Length 1.72 in 0.74 in w BEAM DATA Center Span Length 4.5 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00111111 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #1 -Douglas-Fir-Larch(North) Side 1ide 2 Base Values Adjusted Floor Live Load FLL= 40 psf 0 psf Bending Stress: Fb= 1300 psi Fb'= 1300 psi Floor Dead Load FDL= 15 psf 0 psf Cd=1.00 CF=1.00 Floor Tributary Width FTW= 8.5 ft 0 ft Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Wall Load WALL= 40 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp. 1-to Grain: Fc-1= 625 psi Fc--L'= 625 psi Beam Total Live Load: wL= 340 plf Controlling Moment: 5631 ftIb Beam Total Dead Load: wD= 168 plf 2.25 ft from left support Beam Self Weight: BSW= 13 plf Created by combining all dead and live loads. Total Maximum Load: wT= 521 plf Controlling Shear: 5447 lb POINT LOADS-CENTER SPAN At a distance d from support. Load Number One Created by combining all dead and live loads. Live Load 3550 lb Dead Load 2550 lb Comparisons with required sections: Req'd Provided Location 1 ft Section Modulus: 51.97 in3 116.02 in3 Area(Shear): 48.06 in2 61.88 in2 Moment of Inertia(deflection): 48.4 in4 652.59 in4 Moment: 5631 ft-lb 12568 ft-lb Shear: 5447 lb 7013 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams '. page ..• -, Keith A Kudrna Location: Beam Nr.07-Header at Slider Y, 4 Suntel Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd /of [2009 International Building Code(2015 NDS)] . Lake Oswego,Oregon 97035 5.125 IN x 10.5 IN x 6.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:52 PM Section Adequate By:34.9% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1133 Dead Load 0.04 in Total Load 0.11 IN L/690 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B 3 1 Live Load 3448 lb 4482 lb 2 Dead Load 2147 lb 2891 lb Total Load 5595 lb 7373 lb , TR2 Bearing Length 1.68 in 2.21 in w BEAM DATA Center Span Length 6.5 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 6.5 ftiiiiiiil Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.04 UNIFORM LOADS Center Uniform Live Load 375 plf Notch Depth 0.00 Uniform Dead Load 140 plf MATERIAL PROPERTIES Beam Self Weight 12 plf 24F-V4-Visually Graded Western Species Total Uniform Load 527 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by. Load Number One Two Three Fb_cmpr= 1850 psi Fb'= 2395 psi Live Load 1150 lb 975 lb 1775 lb Cd=1.00 C1=1.00 Dead Load 825 lb 500 lb 1275 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 2.75 ft 3.42 ft 4.92 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.L to Grain: Fc-L= 650 psi Fc-L'= 650 psi Load Number One Two Three Left Live Load 30 plf 675 plf 30 plf Controlling Moment: 13927 ft-lb Left Dead Load 60 plf 550 plf 60 plf 3.44 Ft from left support of span 2(Center Span) Right Live Load 30 plf 675 plf 30 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 60 plf 550 plf 60 plf Controlling Shear: -6852 lb Load Start 0 ft 2.75 ft 4.92 ft At a distance d from right support of span 2(Center Span) Load End 2.75 ft 4.92 ft 6.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2.75 ft 2.17 ft 1.58 ft Comparisons with required sections: Req'd Provided Section Modulus: 69.79 in3 94.17 in3 Area(Shear): 38.78 in2 53.81 in2 Moment of Inertia(deflection): 171.99 in4 494.4 in4 Moment: 13927 ft-lb 18794 ft-lb Shear: -6852 lb 9507 lb NOTES page Project:Alder_Windwood Homes_Lot 14 Annand Heights Beamst Keith A Kudrna Location: Beam Nr.08-Carrier Beam at Stairs Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] �` ' *Lake Oswego,Oregon 97035 (4) 1.5 INx11.25INx18.67FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:52 PM Section Adequate By: 19.9% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.33 IN L/687 Dead Load 0.16 in Total Load 0.48 IN L/463 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3230 lb 964 lb Dead Load 1380 lb 498 lb Total Load 4610 lb 1462 lb 1 Bearing Length 1.23 in 0.39 in BEAM DATA Center Span Length 18.67 ft t'"'" _ ,.z �. .f Unbraced Length-Top 0 ft 18.67 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) ide 1 ide 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 850 psi Fb'= 978 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.00 Cr-1.15 Floor Tributary Width FTW= 1 ft 1 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi BEAM LOADING Comp. L to Grain: Fc- = 625 psi Fc--- = 625 psi Beam Total Live Load: wL= 80 plf Controlling Moment: 8595 ft-lb Beam Total Dead Load: wD= 30 plf 9.335 ft from left support Beam Self Weight: BSW= 14 plf Created by combining all dead and live loads. Total Maximum Load: wT= 124 plf Controlling Shear: 4493 lb POINT LOADS-CENTER SPAN At a distance d from support. Load Number One Created by combining all dead and live loads. Live Load 2700 lb Dead Load 1050 lb Comparisons with required sections: Rea'd Provided i Location 1.5 ft Section Modulus: 105.52 in3 126.56 in3 Area(Shear): 37.44 in2 67.5 in2 Moment of Inertia(deflection): 372.86 in4 711.91 in4 Moment: 8595 ft-lb 10310 ft-lb Shear: 4493 lb 8100 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams I * Keith A Kudrna page Location: Beam Nr.09-Upper Level Floor Beam over Garage Suntel Design / Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of [2009 International BuildingCode 2015 NDS)] `-"'"` ( ,_` - Lake. Oswego,Oregon 97035 (2) 1.5 IN x 11.25 IN x 7.66 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:53 PM Section Adequate By:32.2% Controlling Factor: Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/2941 Dead Load 0.02 in Total Load 0.05 IN L/1747 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 646 lb 608 lb Dead Load 430 lb 402 lb Total Load 1076 lb 1010 lb 1 Bearing Length 0.57 in 0.54 in BEAM DATA Center Span Length 7.66 ft " --- Unbraced Length-Top 0 ft 7.66 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 850 psi Fb'= 850 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.00 Floor Tributary Width FTW= 0.7 ft 0.7 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp.1 to Grain: Fc- = 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 53 plf Controlling Moment: 3391 ftIb Beam Total Dead Load: wD= 20 plf 3.83 ft from left support Beam Self Weight: BSW= 7 plf Total Maximum Load: wT= 80 plf Created by combining all dead and live loads. Controlling Shear: 1002 lb POINT LOADS-CENTER SPAN At a distance d from support. Load Number One Created by combining all dead and live loads. Live Load 850 lb Dead Load 625 lb Comparisons with required sections: Req'd Provided Location 3.66 ft Section Modulus: 47.88 in3 63.28 in3 Area(Shear): 8.35 in2 33.75 in2 Moment of Inertia(deflection): 48.91 in4 355.96 in4 Moment: 3391 ft-lb 4482 ft-lb Shear: 1002 lb 4050 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams Le- page 111 Keith AKudrna / Location: Beam Nr. 10-Upper Level Floor Beam over Garage f;'°9�' Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] _ " Lake Oswego,Oregon 97035 (3) 1.5 IN x 11.25 IN x 7.66 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:53 PM Section Adequate By:24.2% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN L/2492 Dead Load 0.03 in Total Load 0.06 IN U1453 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 1090 lb 1014 lb Dead Load 770 lb 714 lb Total Load 1860 lb 1728 lb Bearing Length 0.66 in 0.61 in BEAM DATA Center Span Length 7.66 ft Unbraced Length-Top 0 ft 7.66 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 850 psi Fb'= 978 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.00 Cr-1.15 Floor Tributary Width FTW= 0.7 ft 0.7 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp.1 to Grain: Fc-1= 625 psi Fc- = 625 psi Beam Total Live Load: wL= 53 plf Controlling Moment: 6225 ft Ib Beam Total Dead Load: wD= 20 plf Beam Self Weight: BSW= 11 plf 3.83 ft from left support Created by combining all dead and live loads. Total Maximum Load: wT= 83 plf Controlling Shear: 1783 lb POINT LOADS-CENTER SPAN At a distance d from support. Load Number One Created by combining all dead and live loads. Live Load 1700 lb Dead Load 1250 lb Comparisons with required sections: Read Provided Location 3.66 ft Section Modulus: 76.42 in3 94.92 in3 Area(Shear): 14.86 in2 50.63 in2 Moment of Inertia(deflection): 88.2 in4 533.94 in4 Moment: 6225 ft-lb 7732 ft-lb Shear: 1783 lb 6075 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams 0, "WV .a" page r Keith A Kudrna /6: Location: Beam Nr. 11 -Upper Level Floor Beam at Dormer over Garage '.,1Vri; Suntel Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] h Lake Oswego, Oregon 97035 5.5 INx13.5INx7.66FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:53 PM Section Adequate By:23.4% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1400 Dead Load 0.05 in Total Load 0.12 IN L/796 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 1 REACTIONS A B Live Load 4529 lb 4027 lb Dead Load 3464 lb 3019 lb Total Load 7993 lb 7046 lb TR1 ,. :, Bearing Length 2.24 in 1.97 in w BEAM DATA Center Span Length 7.66 ft Unbraced Length-Top 0 ft Millil Unbraced Length-Bottom 7.66 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 UNIFORM LOADS Center Camber Required 0.07 Uniform Live Load 40 plf Notch Depth 0.00 Uniform Dead Load 15 plf MATERIAL PROPERTIES Beam Self Weight 16 plf 24F-V4-Visually Graded Western Species Total Uniform Load 71 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 7250 lb Cd=1.00 Dead Load 5425 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3.66 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Load Number One Two Left Live Load 420 plf 40 plf Controlling Moment: 27068 ft-lb Left Dead Load 380 plf 15 plf 3.68 Ft from left support of span 2(Center Span) Right Live Load 420 plf 40 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 380 plf 15 plf Controlling Shear: 7917 lb Load Start 1.66 ft 3.66 ft At a distance d from left support of span 2(Center Span) Load End 3.66 ft 7.66 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2 ft 4 ft Comparisons with required sections: Req'd Provided Section Modulus: 135.34 in3 167.06 in3 Area(Shear): 44.81 in2 74.25 in2 Moment of Inertia(deflection): 339.95 in4 1127.67 in4 Moment: 27068 ft-lb 33413 ft-lb Shear: 7917 lb 13118 lb NOTES Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams ''. page op- IF Keith AKudrnasib. / Location: Beam Nr. 12-Front Porch Roof Beam : ,• Suntel Design Multi Loaded Multi Span Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] 4,7 Lake< Oswego,Oregon 97035 5.5 INx11.25INx7.0FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:53 PM Section Adequate By:3.0% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U2002 Dead Load 0.03 in Total Load 0.07 IN U1129 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1945 lb 1695 lb Dead Load 1490 lb 1287 lb Total Load 3435 lb 2982 lb Bearing Length 1.00 in 0.87 in w BEAM DATA Center Span Length 7 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 270 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 180 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 463 plf Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One Cd=1.00 Live Load 1750 lb Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load 1425 lb Comp.1 to Grain: Fc- L= 625 psi Fc- = 625 psi Location 3 ft Controlling Moment: 8210 ft-lb 3.01 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3014 lb At a distance d 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: 112.6 in3 116.02 in3 Area(Shear): 26.59 in2 61.88 in2 Moment of Inertia(deflection): 138.75 in4 652.59 in4 Moment: 8210 ft-lb 8459 ft-lb Shear: 3014 lb 7013 lb NOTES page Project:Alder_Windwood Homes_Lot 14 Annand Heights Beams N" Keith A Kudrna Location: Beam Nr. 13-Rear Deck Beam is Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of [2009 International Building Code(2015 NDS)] L°,Lake Oswego, Oregon 97035 3.5 IN x 11.25 IN x 9.66 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6 3/20/2018 1:53:54 PM Section Adequate By:37.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN L/1311 Dead Load 0.02 in Total Load 0.11 IN L/1097 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 1449 lb 1449 lb Dead Load 282 lb 282 lb Total Load 1731 lb 1731 lb Bearing Length 0.79 in 0.79 in BEAM DATA Center Span Length 9.66 ft Unbraced Length-Top 0 ft 9.66 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 60 psf 0 psf Bending Stress: Fb= 850 psi Fb'= 935 psi Floor Dead Load FDL= 10 psf 0 psf Cd=1.00 CF=1.10 Floor Tributary Width FTW= 5 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp.L to Grain: Fc-L= 625 psi Fc-L'= 625 psi Beam Total Live Load: wL= 300 plf Controlling Moment: 4180 ft-lb Beam Total Dead Load: wD= 50 plf 4.83 ft from left support Beam Self Weight: BSW= 8 plf Created by combining all dead and live loads. Total Maximum Load: wT= 358 plf Controlling Shear: -1419 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 53.65 in3 73.83 in3 Area(Shear): 11.83 in2 39.38 in2 Moment of Inertia(deflection): 114.07 in4 415.28 in4 Moment: 4180 ft-lb 5752 ft-lb Shear: -1419 lb 4725 lb NOTES