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Specifications (18) l2-;Z3s / NASH &ASSOCIATES RECEIVED OCT 20 2016 CITY OF` '1GAR) SUILDING DIVISION PLAN 2885 BEAM CALC ULATION� ST�ul(o-�'�y� 2012 IBC JULY 1, 2013 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW NASH-ARCHITECTS.COM U CLIENT: NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: DATE: NAME: Roof Loads: LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 12 .Masonry. Per IBC 12 Steel Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 iv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: tv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF+KI) E = 1,800,000 8003 118th AVE NE Kirkland, WA 98033 (426) 828-4117 WWW.NASH—ARCHITECTS.COM BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BONUS ROOM RB-1 Date:7/06/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.5 in2 R2=3.5 in2 (1.5)DL Defl= 0.03 in Pata Beam Span 6.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350# Beam Wt per ft 7.87# Reaction 1 TL 2184# Reaction 2 TL 2184# Bm Wt Included 47# Maximum V 2184# Max Moment 3275'# Max V(Reduced) 1623# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.07 0.04 Critical 36.39 13.52 0.30 0.20 Status OK OK OK OK Ratio 73% 42% 23% 18% Fb(psi) Fv(psi) E(psi x mil) Fci_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:450 Uniform TL: 720 =A Uniform Load A R1 =2184 R2=2184 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 DINING ROOM B-1 Date:7/06/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.8 in2 R2=4.8 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.14 in Data Beam Span 8.0 ft Reaction 1 LL 2240# Reaction 2 LL 2240# Beam Wt per ft 6.83# Reaction 1 IL 3147# Reaction 2 IL 3147# Bm Wt Included 55# Maximum V 3147# Max Moment 6295'# Max V(Reduced) 2557# TL Max Dell L/240 TL Actual Deft L/396 LL Max Dell L/360 LL Actual Defl L/637 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.24 0.15 Critical 31.47 15.98 0.40 0.27 Status OK OK OK OK Ratio 75% 57% 61% 57% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:560 Uniform TL: 780 =A Uniform Load A R1 =3147 R2=3147 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GREAT ROOM &2 Date:7/06/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.3 in2 R2=3.3 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.11 in Data Beam Span 8.0 ft Reaction 1 LL 1440# Reaction 2 LL 1440# Beam Wt per ft 6.83# Reaction 1 TL 2147# Reaction 2 TL 2147# Bm Wt Included 55# Maximum V 2147# Max Moment 4295'# Max V(Reduced) 1745# TL Max Defl L/240 IL Actual Defl L/570 LL Max Defl L/360 LL Actual Defl L/990 Attributes Section(in') Shear(ins) TL Defl(in) LL Defl Actual 42.19 28.13 0.17 0.10 Critical 21.47 10.90 0.40 0.27 Status OK OK OK OK Ratio 51% 39% 42% 36% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A Uniform Load A R1 -�21�47 R2=2147 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-1 Date:7/06/14 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=7.5 inz R2=7.6 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.21 in Data Beam Span 19.0 ft Reaction 1 LL 3369# Reaction 2 LL 3711 # Beam Wt per ft 22.42# Reaction 1 TL 4855# Reaction 2 TL 4941 # Bm Wt Included 426# Maximum V 4941 # Max Moment 23363 W Max V(Reduced) 4157# TL Max Defl L/240 TL Actual Defl L/564 LL Max Defl L/360 LL Actual Defl L/872 Attributes Section(in3) Shear(inz) TL Defl(in) LL Defl Actual 276.75 92.25 0.40 0.26 Critical 120,44 25.98 0.95 0.63 Status OK OK OK OK Ratio 44% 28% 43% 41% Fb(psi) Fv(psi) E_(psi x mil) Fc l (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2328 240 1.8 650 Adjustments Cv Volume 0.970 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Par Unif LL Par Unif TL Start End 320 H=480 0 6.5 400 I=500 6.5 19.0 I H R1 -4855 R2=4941 SPAN=19 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-2 Date:7/06/14 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5)DL Defl= <0.01 in.Recom Camber=<0.01 in. Data Beam Span 6.0 ft Reaction 1 LL 960# Reaction 2 LL 960# Beam Wt per ft 22.42# Reaction 1 TL 1507# Reaction 2 TL 1507# Bm Wt Included 135# Maximum V 1507# Max Moment 2261 W Max V(Reduced) 754# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(int) TL Defl(in) LL Defl Actual 276.75 92.25 0.00 <0.01 Critical 11.30 4.71 0.30 0.20 Status OK OK OK OK Ratio 4% 5% 1% 1% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:320 Uniform TL:480 =A Uniform Load A R1 = 1507 R2=1507 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-3 Date:7/06/14 Selection 5-1/8x 13-1/2 GAB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.9 in2 R2=6.4 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.22 in Data Beam Span 12.0 ft Reaction 1 LL 3666# Reaction 2 LL 2583# Beam Wt per ft 16.81 # Reaction 1 TL 5757# Reaction 2 TL 4167# Bm Wt Included 202# Maximum V 5757# Max Moment 22921'# Max V(Reduced) 5423# TL Max Defl L/240 TL Actual Def! L/457 LL Max Defl L/360 LL Actual Defl L/839 Attributes Section(in3) Shear(In2) TL Defl(in) LL Defl Actual 155.67 69.19 0.32 0.17 Critical 114.60 33.90 0.60 0.40 Status OK OK OK OK Ratio 74% 49% 53% 43% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:160 Uniform TL: 280 =A Point LL Point TL Distance 960 8=1507 4.5 3369 C=4855 4.5 Uniform Load A Pt loads: 06 Z R1 =5757 R2=4167 SPAN=12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-4 Date:7/06/14 Selection 5-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.3 int R2= 14.1 in2 (1.5)DL Defl= 0.04 in Recom Camber=0.07 in Data Beam Span 6.0 ft Reaction 1 LL 3197# Reaction 2 LL 5433# Beam Wt per ft 14.94# Reaction 1 TL 5397# Reaction 2 TL 9156# Bm Wt Included 90# Maximum V 9156# Max Moment 17702'# Max V(Reduced) 8861 # TL Max Defl L/240 TL Actual Defl L/817 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 123.00 61.50 0.09 0.04 Critical 88.51 55.38 0.30 0.20 Status OK OK OK OK Ratio 72% 90% 29% 22% Fb(psi) Fv(psi) E(psi x mu) Fc_l_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 160 Uniform TL: 280 =A Point LL Point TL Distance 6710 B=11276 4.0 960 C=1507 3.0 Uniform Load A Pt loads: Q LTJ R1 -5. R2=9156 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. t . . BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-5 Date:7/06/14 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.0 in2 R2=1.9 in2 (1.5)DL Defl= 0.21 in Data Beam Span 16.0 ft Reaction 1 LL 284# Reaction 2 LL 501 # Beam Wt per ft 9.57# Reaction 1 TL 611# Reaction 2 TL 1162# Bm Wt Included 153# Maximum V 1162# Max Moment 3580'# Max V(Reduced) 984# TL Max Defl L/240 TL Actual Defl L/605 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in3) TL Defl(in) LL Defl Actual 73.83 39.38 0.32 0.11 Critical 43.39 8.20 0.80 0.53 Status OK OK OK OK Ratio 59% 21% 40% 21% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Par Unif LL Par Unif TL Start End 25 H=40 0 9.0 80 I=180 9.0 16.0 I I I H .. R1 -611 R2=1162 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft.