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Specifications (24) /14 STJ,o�G ^ 00)-k 1 1 c) S W 100 LH, RECEIVED NASH &ASSOCIATES JUN 2 c ?016 BICJIS i6.1\1 PLAN 2626 BEAM CALCULATIONS 2012 IBC JULY 1, 2013 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM 71 CLIENT: --cNASH&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#/af 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 = 1,800,000 8" Beam: Douglas Fir #2 fv = 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: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF•KI) E = 1,800,000 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WNW.NASH-ARCHITECTS.COM ❑ BeamChek v2014 licensed to:Nash Jones Anderson. Reg#6464-622 UPPER HALL RB-1 Date:11/10/14 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.6 in2 R2=4.6 in2 (1.5)DL Defl= 0.11 in Recom Camber=0.17 in Data Beam Span 8.0 ft Reaction 1 LL 1852# Reaction 2 LL 1852# Beam Wt per ft 6.83# Reaction 1 TL 2987# Reaction 2 TL 2987# Bm Wt Included 55# Maximum V 2987# Max Moment 5975'# Max V(Reduced) 2427# TL Max Defl L/240 TL Actual Deli L/401 LL Max Defl L/360 LL Actual Defl L/770 Attributes Section(Jr?) Shear(ins) TL Defl(in) LL Defl Actual 42.19 28.13 0.24 0.12 Critical 29.87 15.17 0.40 0.27 Status OK OK OK OK Ratio 71% 54% 60% 47% Fb(psi) Fv(psi) E(psi x mi) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments 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:463 Uniform TL: 740 =A Uniform Load A R1 987 R2=2987 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. I 1 I BeamChek v2014 licensed to:Nash Jones Anderson. 2eg#6464-622 BEDROOM TWO RB-2 Date: 11/10/14 Selection 1 4x 8 DF-L#2 I Conditions NDS 2012 Lu=0.0 Ft Min Bearing Area R1=3.0 in2 R2=3.0 in2 (1.5)DL Defl= 0.03 in Data Beam Span 5.0 ft Reaction 1 LL 1158# Reaction 2 LL 1158# Beam Wt per ft 6.17# Reaction 1 TL 1865# Reaction 2 TL 1865# Bm Wt included 31 # Maximum V 1865# Max Moment 2332'# Max V(Reduced) 1415# TL Max Dell L/240 TL Actual Defl L/856 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section 0n0) Shear(inz) TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.04 Critical 23.92 11.79 0.25 0.17 Status OK OK OK OK Ratio 78% 46% 28% 2 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adiusted Values 1170 180 1.6 625 AcUustrnents CF Size Factor 1.300 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:463 Uniform TL: 740 =A Uniform Load A I R1 =1865 ff \ R2= 1865 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson, Reg#6464-622 BEDROOM THREE RB-3 Date:11/10/14 Selection 14x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=1.8 in2 R2=5.6 in2 (1.5)DL Defl= 0.02 in '2M Beam Span 5.0 ft Reaction 1 LL 636# Reaction 2 LL 1977# Beam Wt per ft 7.87# Reaction 1 TL 1116# Reaction 2 TL 3495# Bm Wt Included 39# Maximum V 3495# Max Moment 3130'# Max V(Reduced) 2919# TL Max Defl L/240 IL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section OW) Shear(ire) TL Defl(in) LL Defl Actual 49.91 32.38 0.04 0.02 Critical 34.78 24.32 0.25 0.17 Status OK OK OK OK Ratio 70% 75% 16% 11% 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 1 Point LI Point TL Distance Par Unif IL Par Unif TL Start End 1 1750 B=3192 4.0 100 H=160 0 4.0 463 1=740 4.0 5.0 I H I I l Pt loads: R1 =1116 R2=3495 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderso, Reg#6464-622 NOOK B-1 Date: 11/10/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.6 in2 R2=2.6 in2 (t5)DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 1080# Reaction 2 LI 1080# Beam Wt per ft 7.87# Reaction 1 TL 1614# Reaction 2 TL 1614# Bm Wt Included 47# Maximum V 1614# Max Moment 2420'# Max V(Reduced) 1199# TL Max Defl L/240 TL Actual Deft L/>1000 LL Max Defl L/360 LL Actual Defl L l>1000 Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.05 0.03 Critical 26.89 9.99 0.30 0.20 Status OK OK OK OK Ratio 54% 31% 16% 14% Fb(psi) Fv(psi) E(psi x mil) Fc (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 Cl, 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 =1614 R2=1614 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. 1 BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 GREAT ROOM B-2 Date: 11/10/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl= 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.87# Reaction 1 TL 1345# Reaction 2 TL 1345# Bm Wt Included 39# Maximum V 1345# Max Moment 1681 '# Max V(Reduced) 930# TL Max Defl L/240 TL Actual Deft L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(inz) TL Deft(in) LL Defl Actual 49.91 32.38 0.02 0.01 Critical 18.68 7.75 0.25 0.17 Status OK OK OK OK Ratio 37% 24% 10% 8% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A Uniform Load A /\ R1 =1345 R2=1345 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. a BeamChek v2014 licensed to:Nash Jones Andersor teg#6464-622 B-3 Date: 10/22/15 Selection (3)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.7 in2 R2=3.7 in2 (1.5)DL Defl= 0.04 in Data Beam Span 10.0 ft Reaction 1 LL 1800# Reaction 2 LL 1800# Beam Wt per ft 12.3# Reaction 1 TL 2312# Reaction 2 TL 2312# Bm Wt Included 123# Maximum V 2312# Max Moment 5779'# Max V(Reduced) 1878# TL Max Defl L/240 TL Actual Defl L/889 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in3) IL Defl(in) LL Defl Actual 94.92 50.63 0.14 0.09 Critical 77.05 15.65 0.50 0.33 Status OK OK OK OK Ratio 81% 31% 27% 28% Fb(psi) Fv(psi) E(psi x mt't) Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 900 180 1.6 625 Adjustments CF Size Factor 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: 450 =A Uniform Load A A R1 =2312 R2=2312 SPAN=10 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson • Reg#6464-622 GREAT ROOM 8-4 Date:11/10/14 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.4 int R2=6.4 in2 (1.5)DL Defl= 0.10 in Recom Camber=0.15 in 2dit Beam Span 11.0 ft Reaction 1 LL 3300# Reaction 2 LL 3300# Beam Wt per ft 9.11 # Reaction 1 TL 4175# Reaction 2 TL 4175# Bm Wt Included 100# Maximum V 4175# Max Moment 11482'# Max V(Reduced) 3416# TL Max Defl L/240 TL Actual Defl L/388 LL Max Defl L/360 LL Actual Defl L/542 Attributes Section(in') Shear(in3) TL Defl(in) LL Defl Actual 75.00 37.50 0.34 0.24 Critical 57.41 21.35 0.55 0.37 Status OK OK OK OK Ratio 77% 57% 62% 66% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 850 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:600 Uniform TL: 750 =A Uniform Load A ,Z)_\ R1 =4175 R2=4175 SPAN=11 FT Uniform and partial uniform loads are lbs per lineal ft. ........ ........ BeamChek v2014 licensed to:Nash Jones Anderson Reg It 6464-622 DINING ROOM B-5 Date: 11/11/14 Selection (2)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.1 in2 R2=4.5 in2 (1.5)DL Defl= 0.01 in Dia Beam Span 5.0 ft Reaction 1 LL 812# Reaction 2 LL 1148# Beam Wt per ft 8.2# Reaction 1 TL 1276# Reaction 2 TL 1816# Bm Wt Included 41 # Maximum V 1816# Max Moment 2216'# Max V(Reduced) 1152 It TL Max Defl L/240 TL Actual Deft L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(inti) Shear(in') TL Defl(in) LL Defl Actual 63.28 33.75 0.03 0.01 Critical 31.28 11.52 0.25 0.17 Status OK OK OK OK Ratio 49% 34% 10% 7% Fb(psi) Fv(psi) E(psi x mil) Fci_(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 850 150 1.3 405 Adjustments CF Size Factor 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 Point TL Distance Par Unif LL Par Unif TL Start End B=600 3.0 280 H=350 0 3.0 560 1=700 3.0 5.0 H Ptloads ii ZL. R1 =1276 R2=1816 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 DEN/GUEST B-6 Date: 11/10/14 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.1 in2 R2=5.1 in2 (1.5)DL Defl= 0.13 in Recom Camber=0.20 in iatfl Beam Span 11.0 ft Reaction 1 LL 2090# Reaction 2 LL 2090# Beam Wt per ft 9.11 # Reaction 1 TL 3295# Reaction 2 TL 3295# Bm Wt Included 100# Maximum V 3295# Max Moment 9062 Max V(Reduced) 2696# TL Max Defl L/240 TL Actual Defl L/459 LL Max Dell L/360 LL Actual Dell L/855 Attributes Section(in') Shear(ire) TL Defl(in) LL Defl Actual 75.00 37.50 0.29 0.15 Critical 45.31 16.85 0.55 0.37 Status OK OK OK OK Ratio 60% 45% 52% 42% Fb(psi) Fv(psi) E(psi x mil) FcJ.(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:380 Uniform TL: 590 =A Uniform Load A R1 =3295 R2=3295 SPAN=11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson. Reg#6464-622 DINING ROOM B-7 Date: 11/10/14 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.4 in2 R2=2.7 in2 (1.5)DL Defl= 0.05 in Recom Camber=0.08 in Beam Span 6.0 ft Reaction 1 LL 1621# Reaction 2 LL 926# Beam Wt per ft 6.83# Reaction 1 TL 2858# Reaction 2 TL 1748# Bm Wt Included 41 # Maximum V 2858# Max Moment 4853'# Max V(Reduced) 2238# TL Max Defl L/240 TL Actual Defl L/713 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(ins) Shear(int) TL Defl(in) LL Defl Actual 42.19 28.13 0.10 0.05 Critical 24.27 13.99 0.30 0.20 Status OK OK OK OK Ratio 58% 50% 34% 23% 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1158 B=1865 3.0 463 H=820 0 3.0 1=80 3.0 6.0 I I H Pt loads: El rk, R1 =2858 R2=1748 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 B-8 Date: 10/22/15 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=1.7 in2 R2=3.5 in2 (1.5)DL Defl= 0.12 in Recom Camber=0.19 in Data Beam Span 13.3 ft Reaction 1 LL 846# Reaction 2 LL 1752# Beam Wt per ft 7.97# Reaction 1 TL 1092# Reaction 2 TL 2257# Bm Wt Included 106# Maximum V 2257# Max Moment 7059'# Max V(Reduced) 2189# TL Max Defl L/240 TL Actual Defl L/390 LL Max Defl L/360 LL Actual Defl L/559 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 57.42 32.81 0.41 0.29 Critical 35.30 13.68 0.67 0.44 Status OK OK OK OK Ratio 61% 42% 61% 64% Fb(psi) Fv(psi) E(psi x mil) Fc L(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adustments 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:60 Uniform TL: 70 =A Point LL Point TL Distance 1800 B=2312 10.0 Uniform Load A Pt loads: El Zs. 0 R1 =1092 R2=2257 SPAN=13.3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 GARAGE GB-1 Date:11/10/14 Selection 5-118x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=7.5 in2 R2=7.5 in2 (1.5)DL Defl= 0.19 in Recom Camber=0.29 in Data Beam Span 18.75 ft Reaction 1 LL 3750# Reaction 2 LL 3750# Beam Wt per ft 18.68# Reaction 1 TL 4863# Reaction 2 TL 4863# Bm Wt Included 350# Maximum V 4863# Max Moment 22794'# Max V(Reduced) 4214# TL Max Defl L/240 TL Actual Dell L/364 LL Max Defl L/360 LL Actual Dell L/526 Attributes Section(in') Shear(in" TL De(in) LL Dell Actual 192.19 76.88 0.62 0.43 Critical 115.23 26.34 0.94 0.63 Status OK OK OK OK Ratio 60% 34% 66% 68% Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2374 240 1.8 650 Adjustments Cv Volume 0.989 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:400 Uniform TL: 500 =A Uniform Load A Lk. R1 =4863 R2=4863 SPAN=18.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson, Reg#6464-622 GARAGE GB-2 Date:11/10/14 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition NDS 2012 Min Bearing Area R1=6.7 in2 R2=6.7 in2 (1.5)DL Defl= 0.17 in Recom Camber=0.26 in Data Beam Span 16.0 ft Reaction 1 LL 3200# Reaction 2 LL 3200# Beam Wt per ft 16.81 # Reaction 1 TL 4375# Reaction 2 TL 4375# Bm Wt Included 269# Maximum V 4375# Max Moment 17498'# Max V(Reduced) 3759# TL Max Defl L/240 TI Actual Dell L/398 LL Max Defl L1360 LL Actual Deft L/617 Attributes Section(ins) Shear(in3) TL Dell(in) LL Dell Actual 155.67 69.19 0.48 0.31 Critical 87.49 23.50 0.80 0.53 Status OK OK OK OK Ratio 56% 34% 60% 58% Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Ad/ustments 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:400 Uniform TL: 530 =A Uniform Load A R1 =4375 R2=4375 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft.