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Report �rZ7p - 003(9 Project: Hazel B_Lot 12 Annand Beams (01Q3 5( page Location: Beam Nr.01 -Garage Door Header " Steve Irvine 9 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 11.25 IN x 16.5 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM Section Adequate By:61.4% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.15 IN L/1315 Dead Load 0.15 in Total Load 0.30 IN L/655 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A Live Load 495 lb 495 lb Dead Load 499 lb 499 lb Total Load 994 lb 994 lb Bearing Length 0.45 in 0.45 in BEAM DATA Span Length 16.5 ft - ~- Unbraced Length-Top 0 ft 16.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 10 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 20 psf Bending Stress: Fb= 850 psi Fb'= 1075 psi Tributary Width: TW= 1 ft Cd=1.15 CF=1.10 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 20 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1 ft Comp.-I-to Grain: Fc-1= 625 psi Fc-1'= 625 psi Wall Load: WALL= 0 plf Controlling Moment: 4098 ft Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 8.25 ft from left support Adjusted Beam Length: Ladj= 16.5 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 8 plf Controlling Shear: -994 lb Beam Uniform Live Load: wL= 60 plf At support. Beam Uniform Dead Load: wD_adj= 60 plf Created by combining all dead and live loads. Total Uniform Load: wT= 120 plf Comparisons with required sections: Req'd Provided Section Modulus: 45.74 in3 73.83 in3 Area(Shear): 7.2 in2 39.38 in2 Moment of Inertia(deflection): 114.1 in4 415.28 in4 Moment: 4098 ft-lb 6615 ft-lb Shear: -994 lb 5434 lb NOTES Project: Hazel B_Lot 12 Annand Beams ., page k..‘,,,, - - ,;Steve Irvine Location: Beam Nr. 02-Roof Beam at Entry , Suntel Design Roof Beam 16865 Boones Ferry Rd.,Suite 201 [2015 International Building Code(2015 NDS)] i, of 3.5 INx7.25INx10.OFT w ",Lake Oswego, Oregon 97035 #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM Section Adequate By:28.9% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN U903 Dead Load 0.12 in Total Load 0.25 IN L/471 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 525 lb 525 lb Dead Load 483 lb 483 lb Total Load 1008 lb 1008 lb Bearing Length 0.46 in 0.46 in BEAM DATA Span Length 10 ft — Unbraced Length-Top 0 ft loft Unbraced Length-Bottom 0 ft Roof Pitch 10 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adiusted Roof Dead Load: DL= 20 psf Bending Stress: Fb= 850 psi Fb'= 1271 psi Tributary Width: TW= 1.5 ft Cd=1.15 CF=1.30 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 20 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 2 ft Comp.L to Grain: Fc-L= 625 psi Fc-L'= 625 psi Wall Load: WALL= 0 plf Controlling Moment: 2519 ft-lb 5.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 10 ft Controlling Shear: 1008 lb Beam Self Weight: BSW= 5 plf At support. Beam Uniform Live Load: wL= 105 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_ad)= 97 plf Total Uniform Load: wT= 202 plf Comparisons with required sections: Read Provided Section Modulus: 23.79 in3 30.66 in3 Area(Shear): 7.3 in2 25.38 in2 Moment of Inertia(deflection): 42.5 in4 111.15 in4 Moment: 2519 ft-lb 3247 ft-lb Shear: 1008 lb 3502 lb NOTES Project: Hazel B_Lot 12 Annand Beams ifk. kWpage Location: Beam Nr.03-Silder ar Great Room HeaderIF Steve Irvine Roof Beam I ' Suntel Design .- 16865 Boones Ferry Rd., Suite 201 of [2015 International Building Code(2015 NDS)] -'~ Lake Oswego,Oregon 97035 5.5 IN x 11.25 IN x 6.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM Section Adequate By:91.5% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/2759 Dead Load 0.02 in Total Load 0.05 IN L/1565 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 2389 lb 2389 lb Dead Load 1823 lb 1823 lb Total Load 4212 lb 4212 lb Bearing Length 1.23 in 1.23 in BEAM DATA Span Length 6.5 ft Unbraced Length-Top 0 ft _4_ , , .. --- . ,, ,_ ..,- -„„„„..- - „ ...„..--...,..._.4 6.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :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= 20 psf Bending Stress: Fb= 1300 psi Fb'= 1495 psi Tributary Width: TW= 1.5 ft Cd=1.15 CF=1.00 Side Two: Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 20 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 23 ft Comp.L to Grain: Fc-L= 625 psi Fc-L'= 625 psi Wall Load: WALL= 0 plf Controlling Moment: 6844 ft-lb 3.25 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 6.5 ft Controlling Shear: 4212 lb Beam Self Weight: BSW= 13 plf At support. Beam Uniform Live Load: wL= 735 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 561 plf Total Uniform Load: wT= 1296 plf Comparisons with required sections: Req'd Provided Section Modulus: 54.94 in3 116.02 in3 Area(Shear): 32.32 in2 61.88 in2 Moment of Inertia(deflection): 75.06 in4 652.59 in4 Moment: 6844 ft-lb 14454 ft-lb Shear: 4212 lb 8064 lb NOTES * r Prsject: Hazel B_Lot 12 Armand Beams page Location: Beam Nr. 04-Roof Beam at Entry Steve Irvine �� 1 Suntel Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd.,Suite 201 [2015 International Building Code(2015 NDS)] or 3.51Nx7.251Nx5.OFT •~ Lake Oswego, Oregon 97035 #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM Section Adequate By: 133.2% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/3872 Dead Load 0.01 in Total Load 0.03 IN L/2110 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 362 lb 704 lb Dead Load 284 lb 602 lb Total Load 646 lb 1306 lb Bearing Length 0.30 in 0.60 in BEAM DATA Center TRI TR2 Span Length 5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 5 plf Bending Stress: Fb= 850 psi Fb'= 1105 psi Total Uniform Load 5 plf Cd=1.00 CF=1.30 Shear Stress: Fv= 180 psi Fv'= 180 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 450 lb Comp.J-to Grain: Fc- L= 625 psi Fc- '= 625 psi Dead Load 450 lb Location 4 ft Controlling Moment: 1157 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.6 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 105 plf 195 plf Controlling Shear: -1306 lb Left Dead Load 70 plf 130 plf At right support of span 2(Center Span) Right Live Load 105 plf 195 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 70 plf 130 plf Load Start Oft 4 ft Comparisons with required sections: Req'd Provided Load End 4 ft 5 ft Section Modulus: 12.56 in3 30.66 in3 Load Length 4 ft 1 ft Area(Shear): 10.88 in2 25.38 in2 Moment of Inertia(deflection): 12.64 in4 111.15 in4 Moment: 1157 ft-lb 2823 ft-lb Shear: -1306 lb 3045 lb NOTES Prc,ect: Hazel B_Lot 12 Armand Beams t page Steve Irvine Location: Beam Nr. 05-Rear Deck Beam — Uniformly Loaded Floor Beam tom, , Suntel Design [2015 International Building Code(2015 NDS)] 16865 Boones Ferry Rd., Suite 201 of 3.5 IN x 9.25 IN x 8.5 FT Lake Oswego, Oregon 97035 #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.4 7/27/2017 12:46:51 PM Section Adequate By: 14.7% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN L/930 Dead Load 0.02 in Total Load 0.13 IN L/784 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 1466 lb 1466 lb Dead Load 274 lb 274 lb Total Load 1740 lb 1740 lb Bearing Length 0.80 in 0.80 in BEAM DATA Center Span Length 8.5 ft .. Unbraced Length-Top 0 ft 8.5 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'= 1020 psi Floor Dead Load FDL= 10 psf 0 psf Cd=1.00 CF=1.20 Floor Tributary Width FTW= 5.8 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 Comp.1 to Grain: Fc- = 625 psi Fc- = 625 psi BEAM LOADING Beam Total Live Load: wL= 345 plf Controlling Moment: 3697 ft-lb Beam Total Dead Load: wD= 58 plf 4.25 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Total Maximum Load: wT= 409 plf Controlling Shear: -1740 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 43.5 in3 49.91 in3 Area(Shear): 14.5 in2 32.38 in2 Moment of Inertia(deflection): 89.37 in4 230.84 in4 Moment: 3697 ft-lb 4242 ft-lb Shear: -1740 lb 3885 lb NOTES