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Specifications (78) vA-5—("211 - 002-1 ( IO 1 6[ `{ page Project: Rockwell F_Windwood Homes_Lot 24 Armand Hill yt m Steve Irvine Location: Beam Nr.01 -Ceiling Bm at Great Rm/Stairs r Suntel Design / Multi-Loaded Multi-Span Beam AUG16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] U2 3 201;. Lake Oswego,Oregon 97035 3.5 IN x 10.5 IN x 10.25 FT � �! 24F-V4-Visually Graded Western Species-Dry Use C[iY OF TIGAR Calc Version 10.0.1.4 7/25/2017 1:48:41 PM Section Adequate By:52.7% 711,TT! �]�4r T'T f• 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 Live Load 2688 lb 2082 lb Dead Load 1049 lb 822 lb Total Load 3737 lb 2904 lb Yat Bearing Length 1.64 in 1.28 in w BEAM DATA Center 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: Fbcmpr= 1850 psi Fb'= 2388 psi Load Number One 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-L'= 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: 3737 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: 42.1 in3 64.31 in3 Area(Shear): 21.15 in2 36.75 in2 Moment of Inertia(deflection): 184.5 in4 337.64 in4 Moment: 8380 ft-lb 12800 ft-lb Shear: 3737 lb 6493 lb NOTES page Project: Rockwell F_Windwood Homes Lot 24 Armand Hill Beams .-"1. Steve Irvine Location: Beam Nr.02-Roof Beam at Rear Patio i-; i Suntel Design / Roof Beam 16865 Boones Ferry Rd.,Suite 201 of [2015 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 10.0.1.4 7/25/2017 1:48:41 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 L/476 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 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 ROMATERIAL PROPERTIES Side OF ADING 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 C1=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.1 to Grain: Fc- = 405 psi Fc-1'= 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: -1875 lb Beam Uniform Live Load: wL= 225 plf At 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): 16.87 in2 32.38 in2 Moment of Inertia(deflection): 87.22 in4 230.84 in4 Moment: 4923 ft-lb 5717 ft-lb Shear: -1875 lb 3599 lb NOTES Project: Rockwell F_Windwood Homes Lot 24 Annand Hill Beams 3. 11 page Steve Irvine Location: Beam Nr. 03-Ceiling Bm at Garage =Ike Suntel Design Multi-Loaded Multi-Span Beam . 16865 Boones Ferry Rd.,Suite 201 //0( [2015 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 10.0.1.4 7/25/2017 1:48:41 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 L/686 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: 11360 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 TR1 7R3 Bearing Length 4.27 in 3.54 in .w _�w x ._. w . 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 Fbcmpr= 1850 psi Fb'= 2163 psi Live Load 625 lb 1025 lb 625 lb 4025 lb Cd_=1.00 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-1'= 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: 18750 lb Load Start 0 ft 3.25 ft 7.75 ft 11.25 ft At 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: Rea'd Provided Section Modulus: 565.02 in3 820.13 in3 Area(Shear): 106.13 in2 182.25 in2 Moment of Inertia(deflection): 5814.31 in4 11071.69 in4 Moment: 101866 ft-lb 147860 ft-lb Shear: 18750 lb 32198 lb NOTES page Project: Rockwell F_Windwood Homes Lot 24 Annand Hill Beams -M Steve Irvine / Location: Beam Nr.04-Garage Door Header Suntel Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] ;;aLake Oswego,Oregon 97035 5.5 IN x 22.5 IN x 16.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:41 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 3 s 9 .. ✓Y.....x... �mi'3 Bearing Length 3.92 in 3.66 in w BEAM DATA enter 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 UNIFORM LOADS Cen er Camber Required 0 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- L= 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: 14024 lb Load End 1.5 ft 6.08 ft 9.5 ft 16.5 ft At left 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): 79.38 in2 123.75 in2 Moment of Inertia(deflection): 3246.23 in4 5220.7 in4 Moment: 70678 ft-lb 88657 ft-lb Shear: 14024 lb 21863 lb NOTES Project: Rockwell F_Windwood Homes Lot 24 Annand Hill Beams I;: ' page •--{-� .,Steve Irvine / Location: Beam Nr.05-Alternate Front Porch Beam fi Suntel Design Roof Beam 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] Lake Oswego, Oregon 97035 5.5 IN x 13.5 IN x 18.0 FT _. 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:41 PM Section Adequate By: 189.9% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.21 IN L/1031 Dead Load 0.17 in Total Load 0.38 IN L/569 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A Live Load 1620 lb 1620 lb Dead Load 1315 lb 1315 lb Total Load 2935 lb 2935 lb Bearing Length 0.82 in 0.82 in BEAM DATA Span Length 18 ft Unbraced Length-Top 2 ft 18ft 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'= 2751 psi Side Two: Cd=1.15 C1=1.00 Cv=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: Emin= 930 ksi E_min'= 930 ksi Wall Load: WALL= 0 plf Comp. L to Grain: Fc t = 650 psi Fc-1'= 650 psi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 13207 ft-lb Adjusted Beam Length: Ladj= 18 ft 9.0 ft from left support Beam Self Weight: BSW= 16 plf Beam Uniform Live Load: wL= 180 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 146 plf Controlling Shear: -2935 lb Total Uniform Load: wT= 326 plf At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 57.62 in3 167.06 in3 Area(Shear): 14.45 in2 74.25 in2 Moment of Inertia(deflection): 356.53 in4 1127.67 in4 Moment: 13207 ft-lb 38293 ft-lb Shear: -2935 lb 15085 lb NOTES Project: Rockwell F_Windwood Homes_Lot 24 Annand Hill Beams page Location: Beam Nr.05-Front Porch Beam # Steve Irvine / � 'Suntel Design Roof Beams 16865 Boones Ferry Rd., Suite 201 of [2015 International Building Code(2015 NDS)] r 'Lake Oswego,Oregon 97035 5.5 IN x 13.5 IN x 18.0 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:42 PM Section Adequate By:72.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.24 IN L/917 Dead Load 0.15 in Total Load 0.38 IN L/563 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 1620 lb 1620 lb Dead Load 1019 lb 1019 lb Total Load 2639 lb 2639 lb Bearing Length 0.77 in 0.77 in BEAM DATA Span Length 18 ft Unbraced Length-Top 2 ft 18 ft Unbraced Length-Bottom 0 ft Roof Pitch 5 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #1 -Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 1300 psi Fb'= 1472 psi Tributary Width: TW= 4 ft Cd=1.15 CI=1.00 CF=0.99 Side Two: Shear Stress: Fv= 170 psi Fv'= 196 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= 2 ft Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.L to Grain: Fc-L= 625 psi Fc--- = 625 psi Wall Load: WALL= 0 plf Controlling Moment: 11878 ft Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 9.0 ft from left support Adjusted Beam Length: Ladj= 18 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 16 plf Controlling Shear: 2639 Ib Beam Uniform Live Load: wL= 180 plf At support. Beam Uniform Dead Load: wD_adj= 113 plf Created by combining all dead and live loads. Total Uniform Load: wT= 293 plf Comparisons with required sections: Req'd Provided Section Modulus: 96.83 in3 167.06 in3 Area(Shear): 20.25 in2 74.25 in2 Moment of Inertia(deflection): 360.72 in4 1127.67 in4 Moment: 11878 ft-lb 20492 ft-lb Shear: -2639 lb 9677 lb NOTES Project: Rockwell F_Windwood Homes Lot 24 Annand Hill Beams ' page —*Z1 ;Steve Irvine / Location: Beam Nr.06-Header at Kitchen ;�� „� Suntel Design Uniformly Loaded Floor Beam ' 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] --t-r4 Lake Oswego, Oregon 97035 5.5 IN x 11.25 IN x 4.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:42 PM Section Adequate By: 18.5% 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 B 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 BEAM DATA Span Length 4.5 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #1 -Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adiusted 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- = 625 psi Beam Total Live Load: wL= 340 plf Controlling Moment: 5631 ft Ib Beam Total Dead Load: wD= 168 plf 2.25 ft from left support Beam Self Weight: BSW= 13 plf Total Maximum Load: wT= 521 plf Created by combining all dead and live loads. Controlling Shear: 5916 lb POINT LOADS-CENTER SPAN At 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): 52.2 in2 61.88 in2 Moment of Inertia(deflection): 48.4 in4 652.59 in4 Moment: 5631 ft-lb 12568 ft-lb Shear: 5916 lb 7013 lb NOTES page Project: Rockwell F_Windwood Homes_Lot 24 Annand Hill Beams 1:N".' ,,Steve Irvine Location: Beam Nr.07-Header at Slider i ,•,1 , Suntel Design / Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd., Suite 201 of [2015 International Building Code(2015 NDS)] N..�u 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 10.0.1.4 7/25/2017 1:48:42 PM Section Adequate By:28.9% Controlling Factor:Shear 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: U360 Total Load Deflection Criteria: U240 REACTIONS A B 3 Live Load 3448 lb 4482 lb 2 Dead Load 2147 lb 2891 lb Total Load 5595 lb 7373 lb $ Bearing Length 1.68 in 2.21 inLi4 w BEAM DATA Center Span Length 6.5 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 6.5 ft111.1111111 Live Load Duration Factor 1.00 Camber Adj. Factor 1 " UNIFORM LOADS Center Camber Required 0.04 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 CI=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.1 to Grain: Fc-1= 650 psi Fc-1'= 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: -7373 lb Load Start 0 ft 2.75 ft 4.92 ft 6.0 Ft from left 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): 41.73 in2 53.81 in2 Moment of Inertia(deflection): 171.99 in4 494.4 in4 Moment: 13927 ft-lb 18794 ft-lb Shear: -7373 lb 9507 lb NOTES page Project:Rockwell F_Windwood Homes Lot 24 Armand Hill Beams *, let.. Steve D .Steve( ine / Location: Beam Nr.08-Carrier Beam at Stairs �� Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] -..'.Lake Oswego,Oregon 97035 (4) 1.5 INx11.25INx18.67FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:42 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 ._,.., ..._, 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) 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= 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.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 80 plf Controlling Moment: 8595 ft-lb Beam Total Dead Load: wD= 30 plf Beam Self Weight: BSW= 14 plf 9.335 ft from left support Total Maximum Load: wT= 124 plf Created by combining all dead and live loads. Controlling Shear: 4609 lb POINT LOADS-CENTER SPAN At support. Load Number One Created by combining all dead and live loads. Live Load 2700 lb Dead Load 1050 lb Comparisons with required sections: Read Provided Location 1.5 ft Section Modulus: 105.52 in3 126.56 in3 Area(Shear): 38.41 in2 67.5 in2 Moment of Inertia(deflection): 372.86 in4 711.91 in4 Moment: 8595 ft-lb 10310 ft-lb Shear: 4609 lb 8100 lb NOTES Project: Rockwell F_Windwood Homes_Lot 24 Annand Hill Beams . page ;.Steve Irvine Design Beam Nr.09-Upper Level Floor Beam over Garage ia�"�� 'Suntel Design Uniformly Loaded Floor Beam r, 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] Lake Oswego,Oregon 97035 (2) 1.5 IN x 11.251N x 7.66 FT _v #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:42 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 U1747 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 Bearing Length 0.57 in 0.54 in BEAM DATA Center Span Length 7.66 ft „. F 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.--to Grain: Fc- = 625 psi Fc- = 625 psi Beam Total Live Load: wL= 53 plf Controlling Moment: 3391 ft-lb 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: 1076 lb POINT LOADS-CENTER SPAN At 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): 8.96 in2 33.75 in2 Moment of Inertia(deflection): 48.91 in4 355.96 in4 Moment: 3391 ft-lb 4482 ft-lb Shear: 1076 lb 4050 lb NOTES page Project: Rockwell F_Windwood Homes_Lot 24 Armand Hill Beams NNW, ' Steve Irvine / Location: Beam Nr. 10-Upper Level Floor Beam over Garage meq` • Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd., Suite 201 of [2015 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 10.0.1.4 7/25/2017 1:48:43 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 L/1453 Live Load Deflection Criteria: L/360 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 1 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- = 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 53 plf Controlling Moment: 6225 ft-lb Beam Total Dead Load: wD= 20 plf 3.83 ft from left support Beam Self Weight: BSW= 11 plf Total Maximum Load: wT= 83 plf Created by combining all dead and live loads. Controlling Shear: 1860 lb POINT LOADS-CENTER SPAN At support. Load Number One Created by combining all dead and live loads. Live Load 1700 lb Dead Load 1250 lb Comparisons with required sections: Req'd Provided Location 3.66 ft Section Modulus: 76.42 in3 94.92 in3 Area(Shear): 15.5 in2 50.63 in2 Moment of Inertia(deflection): 88.2 in4 533.94 in4 Moment: 6225 ft-lb 7732 ft-lb Shear: 1860 lb 6075 lb NOTES • Project: Rockwell F_Windwood Homes_Lot 24 Annand Hill Beams , " ' page Steve Irvine / Location: Beam Nr. 11 -Upper Level Floor Beam at Dormer over Garage �� � Suntel Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd., Suite 201 of [2015 International Building Code(2015 NDS)] 7Lake Oswego, Oregon 97035 5.5 IN x 13.5 IN x 7.66 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:43 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 REACTIONS A Live Load 4529 lb 4027 lb Dead Load 3464 lb 3019 lb Total Load 7993 lb 7046 lb TRI Bearing Length 2.24 in 1.97 in w BEAM DATA Center • Span Length 7.66 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7.66 ft1111111 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.-i-to Grain: Fc- = 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: 7993 lb Load Start 1.66 ft 3.66 ft At 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: Read Provided Section Modulus: 135.34 in3 167.06 in3 Area(Shear): 45.24 in2 74.25 in2 Moment of Inertia(deflection): 339.95 in4 1127.67 in4 Moment: 27068 ft-lb 33413 ft-lb Shear: 7993 lb 13118 lb NOTES Project: Rockwell F_Windwood Homes_Lot 24 Annand Hill Beams ;, ,a' page Steve Irvine Location: Beam Nr.12-Entry Deck Beam - ° Suntel Design / Uniformly Loaded Floor Beam 16865 Boones Ferry Rd.,Suite 201 of [2015 International Building Code(2015 NDS)] Lake Oswego,Oregon 97035 5.5 INx11.25INx16.0FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/25/2017 1:48:43 PM Section Adequate By:36.3% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN L/678 Dead Load 0.15 in Total Load 0.43 IN L/447 Live Load Deflection Criteria: 11360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2740 lb 2740 lb Dead Load 1545 lb 1545 lb Total Load 4285 lb 4285 lb 1 2 Bearing Length 1.25 in 1.25 in BEAM DATA Center Span Length 16 ft Unbraced Length-Top 0 ft Al 16ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #1 -Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 0 psf 40 psf Bending Stress: Fb= 1300 psi Fb'= 1300 psi Floor Dead Load FDL= 0 psf 15 psf Cd=1.00 CF=1.00 Floor Tributary Width FTW= 0 ft 3.5 ft Shear Stress: Fv= 170 psi Fv'= 170 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--L= 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 140 plf Beam Total Dead Load: wD= 53 plf Controlling Moment: 9221 ft-lb Beam Self Weight: BSW= 13 plf 8.0 ft from left support Total Maximum Load: wT= 206 plf Created by combining all dead and live loads. Controlling Shear: -4285 lb POINT LOADS-CENTER SPAN At support. Load Number One Two Created by combining all dead and live loads. Live Load 1620 lb 1620 lb Dead Load 1020 lb 1020 lb Comparisons with required sections: Req'd Provided Location 1 ft 15 ft Section Modulus: 85.11 in3 116.02 in3 Area(Shear): 37.81 in2 61.88 in2 Moment of Inertia(deflection): 350.3 in4 652.59 in4 Moment: 9221 ft-lb 12568 ft-lb Shear: -4285 lb 7013 lb NOTES,