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Specifications (16) 6 - C141(-CF ). 2--W1 Ski /J 3i 11 a � NASH &ASSOCIATES RECEIVED DEC 2 0 2016 CITY OF TIGARD BUILDING DIV/SION PLAN 2626 BEAM CALCULATIONS 2012 IBC JULY 1, 2013 8003 118th An NE Kirkland, WA 98033 (425) 828-4117 NASH«ASSOCIATES CLIENT 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 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 ib = 2,400 PSI (reduced by size factor, CF'HI) E = 1,800,000 8003 118th AVE NE Kirklwnel WA QAnwe 14.9f,1 APA_41.1t7 BeamChek v2014 licensed to: Reg#6464-622 UPPER HALL RB-1 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=4.6 in= R2=4.6 in' (1.5)DL Defl= 0.11 in Recom Camber=0.17 in Qpig Beam Span 8.0 ft Reaction 1 LL 1852# Reaction 2 LL 1852# Beam Wt per ft 8.83# 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 Defl L/401 LL Max Defl L/360 LL Actual Defl L/770 Attributes Section(in') Shear(in') 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 mil) Fc (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 =2987 R2=2987 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson. 2eg#6464-622 BEDROOM TWO RB-2 Date:11/10/14 _ Selection 4x 8 DF-L#2 Lu=0.0 Ft -1 Conditions N MinDS Beari2012ng Area R1=3.0 int R2=3.0 int (1.5)DL Defl= 0.03 in 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 It Max V(Reduced) 1415# TL Max Defl L/240 TL Actual Defl L/856 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in') TL Defl(in) LL Deft 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% 22% Fb(psi) Fv(psi) E(psi x mil) _ Fcl(psi) _ Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments 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 r Uniform Load A _7 R1 865 R2=1885 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 4x 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 Data 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 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Deft L/>1000 Attributes _ Section(in') Shear(in') 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) Fc1.(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 Point LL _ Point TL Distance Par Unif LL Par Unit TL Start End 1750 B=3192 4.0 100 H=160 0 4.0 463 I=740 4.0 5.0 I H Pt loads u R1 =1116 R2=3495 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash RB--`1 Date: 10/20/16 Selection3-1/8x 9 GLB 24F-V4 DF/DFLu=0.0 Ft ConditionsNDS 2012 Min Bearing Area R1=4.5 int R2=5.4 int (1.5)DL Defl= 0.14 in Recom Camber=0.20 in pate Beam Span 6.0 ft Reaction 1 LL 797# Reaction 2 LL 1192# BeamWt per ft 6.83# Reaction 1 TL 2908# Reaction 2 TL 3538# Bm Wt Included 41 # Maximum V 3538# Max Moment 7253'# Max V(Reduced) 2978# TL Max De flL/240 TL Actual Defl L/433 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(int) TL Defl(in) LL Defl Actual 42.19 28.13 0.17 0.03 Critical 36.27 18.610.30 0.20 Status OK OK OK OK Ratio 86% 66% 55% 15% Fb(psi) Fv(psi) E(psi x mil) Fci(psi) Values Reference Values 2400 240 1.8 650 Adiusted 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 Stability1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance Par Unif LL Par Unif TL Start End B=3225 3.0 200 H=320 0 3.0 463 I=740 3.0 6.0 I I I H Pt loads 111 R1 =2908 R2-353538 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersoi 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 (1.5)DL Deft= 0.02 in jt Beam Span 6.0 ft Reaction 1 LL 1080# Reaction 2 LL 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 Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute4 Section(in3) 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% 18% 14% Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustmenlq 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 =1614 R2=1614 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 GREAT ROOM B-2 Date:11/10/14 Selection 4x 10 DF-L#2Lu=0.0 Ft ---1Conditions NOS 2012 Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl 0.01 in Nig 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 Deft L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in3) TL Defl(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 mill Fc!(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustmenfs 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 Load4 Uniform LL:360 Uniform TL: 530 =A I Uniform Load A 1 R1 =1345 R2=1345 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash 8-3 Date: 10/20/16 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.0 inz R2=5.0 int (1.5)DL Defl= 0.07 in Recom Camber--0.11 in Beam Span9.5 ft Reaction 1 LL 2033# Reaction 2 LL 2577# Beam Wt per ft 7.97# Reaction 1 TL 2579# Reaction 2 TL 3260# Bm Wt Included 76# Maximum V 3260# Max Moment 7248 It Max V(Reduced) 2618# TL Max Defl L/240 TL Actual Defl L/459 LL Max Defl L/360 LL Actual Defl L/641 Attributes Section(in') Shear(in') TL Defl(in) LL Dell Actual 57.42 32.81 0.25 0.18 Critical 36.24 16.36 0.48 0.32 Status OK OK OK OK Ratio 6396 50% 52% 56% 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 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 Par Unif LL Par Unif TL Start End 340 H=425 0 3.75 580 I=725 3.75 9.5 I H R1 =2579 R==3260 SPAN=9.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderso, Reg#6464-622 _ GREAT ROOM 6-4 Date:11/10/14 Selection 3-118x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft QQnditlons NDS 2012 Min Bearing Area R1=6.4 in2 R2=6.4 in2 (1.5)DL Defl= 0.10 in Recom Camber=0.15 in pittli 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 TLActual Defl L/388 LL Max Defl L/360 LL Actual Defl L/542 Attributes Section(in3) Shear(int) 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 mit) 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 I..oads Uniform LL:600 Uniform TL: 750 =A Uniform Load A .______I_I Ls. .)\ 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#6464-622 DINING ROOM &5 Date: 11/11/14 _____ Selection (2)2x 12 HF#2 Lu=0.0 Ft J Condition; NDS 2012 Min Bearing Area_R1=3.1 in2 R2=4.5 in2 (1.5)DL Defl= 0.01 in ate 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# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L1360 LL Actual Defl L/>1000 Attributes Section in' Shear(in') TL Deft(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) Fc (psi) Value; 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 ..c 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 I H Pt loads © 1 /\ R1 =1276 R2=1816 SPAN=5FT 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 13-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft I 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 pate 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 IL Max Defl L/360 LL Actual Defl L/855 Attributes Section(in') Shear(in2) 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(ps) Fv(psi) E(psi x mil) Fc i(psi) Val s 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 I R1 =3295 R2=3 95 SPAN=11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 DINING ROOM B-7 Date:11/10/14 Selection 13-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft I 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 agtg 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 W 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(in') Shear(in2) 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 Spsi) Fv(psi) E(psi x mil) Fc (psi) Va/ue6 Reference Values 2400 240 1.8 650 Adiusted 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 TI Start End 1158 B=1865 3.0 463 H=820 0 3.0 I=80 3.0 6.0 I j H Pt loads: El R1 =2858 R2=1748 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash. B-8 Date: 10/20/16 Selection J 3-1/8x 10-112 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=1.9 in2 R2=5.1 in2 (1.5)DL Defl= 0.19 in Recom Camber=0.28 in Data Beam Span 14.0 ft Reaction 1 LL 880# Reaction 2 LL 2537# Beam Wt per ft 7.97# Reaction 1 TL 1233# Reaction 2 TL 3329# Bm Wt Included 112# Maximum V 3329# Max Moment 8108 W Max V(Reduced) 3247# TL Max Defl L/240 TL Actual Defl L/303 LL Max Defl L/360 LL Actual Defl L/456 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 57.42 32.81 0.56 0.37 Critical 40.54 20.30 0.70 0.47 Status OK OK OK OK Ratio 71% 62% 79% 79% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2400 240 1.8 650 Adiusted 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 (�� Uniform LL:60 Uniform TL: 85 =A Point LL Point IL Distance 2577 B=3260 11.5 Uniform Load A I Pt loads: R33 R2=3329 SPAN=14 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 1 5-1/8x 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 Date 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 Deft L/240 TL Actual Defl L/364 LL Max Deft L/360 LL Actual Dell L/526 Attributes Section(in') Shear(in2) TL Defl(i) LL Defl 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 r Uniform Load A I I I 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 m GARAGE GB-2 Date:11/10/14 Selection 1 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.7 in2 R2=6.7 In' (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 Dell L/240 TL Actual Deft L/398 LL Max Defl L/380 LL Actual Defl L/617 Attributes Section(in') Shear(in') TL Dell(in) LL Defl 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) Fed(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:400 Uniform TL: 530 =A i Uniform Load A I I R1 =4375 R2=4375 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft.