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Report (23)
BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 02 WINDOW HEADER BR-3 Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.5 in2 R2= 1.5 in2 (1.5) DL Defl= 0.01 in Data Beam Span 3.25 ft Reaction 1 LL 566# Reaction 2 LL 566# Beam Wt per ft 4.68# Reaction 1 TL 944# Reaction 2 TL 944# Bm Wt Included 15# Maximum V 944# Max Moment 591 '# Max V(Reduced) 941 # 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 17.65 19.25 0.02 0.01 Critical 5.27 6.82 0.16 0.11 Status OK OK OK OK Ratio 30% 35% 14% 10% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 566 B=936 0.63 566 C =936 2.63 Pt loads: B C R1 =944 R2=944 SPAN=3.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 03 WINDOW HEADER BR-2 Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.4 in2 R2=0.4 in2 (1.5) DL Defl= 0.03 in Data Beam Span 6.25 ft Reaction 1 LL 116# Reaction 2 LL 116# Beam Wt per ft 4.68# Reaction 1 TL 274# Reaction 2 TL 274# Bm Wt Included 29# Maximum V 274# Max Moment 428'# Max V(Reduced) 234# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 17.65 19.25 0.05 0.02 Critical 3.82 1.69 0.31 0.21 Status OK OK OK OK Ratio 22% 9% 16% 8% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adiustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 37 Uniform TL: 83 =A Uniform Load A 0 0 R1 =274 R2=274 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 04 WINDOW HEADER KITCHEN Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5)DL Defl= 0.07 in Data Beam Span 6.25 ft Reaction 1 LL 572# Reaction 2 LL 572# Beam Wt per ft 6.17# Reaction 1 TL 1181 # Reaction 2 TL 1181 # Bm Wt Included 39# Maximum V 1181 # Max Moment 3015'# Max V(Reduced) 1097# TL Max Defl L/240 TL Actual Defl L/604 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.12 0.05 Critical 26.89 7.95 0.31 0.21 Status OK OK OK OK Ratio 88% 31% 40% 25% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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:40 Uniform TL: 132 =A Point LL Point TL Distance 893 B= 1498 3.13 Uniform Load A Pt loads: B 0 0 R1 = 1181 R2= 1181 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 05 PATIO DOOR HEADER DINING Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.5 in2 R2=2.5 in2 (1.5)DL Defl= 0.04 in Data Beam Span 5.25 ft Reaction 1 LL 822# Reaction 2 LL 822# Beam Wt per ft 6.17# Reaction 1 TL 1562# Reaction 2 TL 1562# Bm Wt Included 32# Maximum V 1562# Max Moment 2051 '# Max V(Reduced) 1203# TL Max Defl L/240 TL Actual Defl L/892 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.03 Critical 18.29 8.72 0.26 0.18 Status OK OK OK OK Ratio 60% 34% 27% 17% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 313 Uniform TL: 589 =A Uniform Load A . . R1 = 1562 R2= 1562 SPAN=5.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 06 WINDOW HEADER DINING Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= 0.05 in Data Beam Span 6.25 ft Reaction 1 LL 906# Reaction 2 LL 906# Beam Wt per ft 6.17# Reaction 1 TL 1447# Reaction 2 TL 1447# Bm Wt Included 39# Maximum V 1447# Max Moment 2262'# Max V(Reduced) 1168# TL Max Defl L/240 TL Actual Defl L/708 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.11 0.06 Critical 23.20 9.73 0.31 0.21 Status OK OK OK OK Ratio 76% 38% 34% 27% Fb(psi) Fv(psi) E(psi x mil) Fc.i(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:290 Uniform TL: 457 =A Uniform Load A R1 = 1447 R2= 1447 SPAN =6.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 07 ROOF SUPPORT BEAM PATIO Date: 12/21/15 Selection 3-112x 10-1/2 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.4 int R2=5.4 int (1.5)DL Defl= 0.24 in Data Beam Span 11.5 ft Reaction 1 LL 2070# Reaction 2 LL 2070# Beam Wt per ft 8.93# Reaction 1 TL 3490# Reaction 2 TL 3490# Bm Wt Included 103# Maximum V 3490# Max Moment 10033'# Max V(Reduced) 2959# TL Max Defl L/240 TL Actual Defl L/292 LL Max Defl L/360 LL Actual Defl L/593 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 64.31 36.75 0.47 0.23 Critical 43.62 14.56 0.58 0.38 Status OK OK OK OK Ratio 68% 40% 82% 61% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 2400 265 1.8 650 Adjusted Values 2760 305 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 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: 598 =A Uniform Load A R1 =3490 R2=3490 SPAN= 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 08 MAIN DOOR HEADER GARAGE Date: 12/21/15 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.1 int R2=4.1 in2 (1.5)DL Defl= 0.07 in Data Beam Span 8.5 ft Reaction 1 LL 1530# Reaction 2 LL 1530# Beam Wt per ft 9.57# Reaction 1 TL 2582# Reaction 2 TL 2582# Bm Wt Included 81 # Maximum V 2582# Max Moment 5487'# Max V(Reduced) 2013# TL Max Defl L/240 TL Actual Defl L/790 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(int) TL Defl(in) LL Defl Actual 73.83 39.38 0.13 0.06 Critical 57.84 14.58 0.43 0.28 Status OK OK OK OK Ratio 78% 37% 30% 22% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 207 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 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: 598 =A Uniform Load A R1 =2582 R2=2582 SPAN=8.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 09 FIREPLACE HEADER GREATROOM Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.1 in2 R2=2.1 in2 (1.5) DL Defl= 0.05 in Data Beam Span 4.5 ft Reaction 1 LL 720# Reaction 2 LL 720# Beam Wt per ft 4.68# Reaction 1 TL 1325# Reaction 2 TL 1325# Bm Wt Included 21 # Maximum V 1325# Max Moment 1490'# Max V(Reduced) 1055# TL Max Defl L/240 TL Actual Defl L/630 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(int) TL Defl(in) LL Defl Actual 17.65 19.25 0.09 0.04 Critical 13.29 7.64 0.23 0.15 Status OK OK OK OK Ratio 75% 40% 38% 25% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 584 =A Uniform Load A R1 = 1325 R2= 1325 SPAN =4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 10 FLOOR BEAM EDGE OF CNTLVR ENTRY PORCH Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5)DL Defl= 0.05 in Data Beam Span 9.25 ft Reaction 1 LL 259# Reaction 2 LL 259# Beam Wt per ft 10.97# Reaction 1 TL 953# Reaction 2 TL 953# Bm Wt Included 101 # Maximum V 953# Max Moment 2203'# Max V(Reduced) 749# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.06 0.01 Critical 11.36 3.62 0.46 0.23 Status OK OK OK OK Ratio 14% 9% 13% 5% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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: 56 Uniform TL: 195 =A Uniform Load A R1 =953 R2=953 SPAN=9.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 11 FLOOR BEAM EDGE OF CNTLVR ENTRY PORCH Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5)DL Defl= 0.03 in Data Beam Span 8.25 ft Reaction 1 LL 256# Reaction 2 LL 256# Beam Wt per ft 10.97# Reaction 1 TL 903# Reaction 2 TL 903# Bm Wt Included 90# Maximum V 903# Max Moment 1863'# Max V(Reduced) 687# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.04 <0.01 Critical 9.61 3.32 0.41 0.21 Status OK OK OK OK Ratio 12% 8% 10% 4% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:62 Uniform TL: 208 =A Uniform Load A 0 Q R1 =903 R2=903 SPAN=8.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 12 CNTLVRD FLOOR BEAM ENTRY PORCH Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.7 in2 R2=2.8 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 339# Reaction 2 LL 766# Beam Wt per ft 5.34# Reaction 1 TL 515# Reaction 2 TL 2134# Bm Wt Included 21 # Maximum V 1145# Overhang Length 1.0 ft Max Moment 946'# Max V(Reduced) 904# Total Beam Length 4.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 0.00 <0.01 <0.01 0.00 Critical 4.36 4.76 0.15 0.08 0.10 0.05 Status OK OK OK OK OK OK Ratio 11% 23% 0% 1% 3% 0% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adjustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:283 Uniform TL: 548 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 256 F=903 (OH) 1.0 K=80 (OH) 0 1.0 Uniform Load A K Pt loads: F Z . ./ . - R1 =515 R2 =2134 BACKSPAN =3 FT OH= 1 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 13 CNTLVRD FLOOR BEAM ENTRY PORCH/ENTRY Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.2 in2 R2=3.7 in2 (1.5)DL Defl= -0.16 in. Data Beam Span 17.0 ft Reaction 1 LL 177# Reaction 2 LL 910# Beam Wt per ft 5.34# Reaction 1 TL 156# Reaction 2 TL 2745# Bm Wt Included 101 # Maximum V 2216# Overhang Length 2.0 ft Max Moment 3169'# Max V(Reduced) 2131 # Total Beam Length 19.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/554 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 -0.11 0.05 0.09 -0.01 Critical 14.60 11.22 0.85 0.43 0.20 0.10 Status OK OK OK OK OK OK Ratio 36% 54% 13% 11% 43% 8% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adjustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:27 Uniform TL: 35 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 259 F=953 (OH) 2.0 K=80 (OH) 0 2.0 369 G= 1092 (OH) 1.0 Uniform Load A K Pt loads: G F 0 R1 = 156 R2=2745 BACKSPAN= 17 FT OH=2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 14 CNTLVRD FLOOR BEAM ENTRY PORCH/ENTRY Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH =0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.3 in2 R2=2.4 in2 (1.5)DL Defl= -0.09 in. Data Beam Span 17.0 ft Reaction 1 LL 192# Reaction 2 LL 639# Beam Wt per ft 5.34# Reaction 1 TL 210# Reaction 2 TL 1789# Bm Wt Included 101 # Maximum V 1313# Overhang Length 2.0 ft Max Moment 2266'# Max V(Reduced) 1228# Total Beam Length 19.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/811 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section (in') Shear(int) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 -0.02 0.07 0.06 -0.01 Critical 10.44 6.46 0.85 0.43 0.20 0.10 Status OK OK OK OK OK OK Ratio 25% 31% 3% 15% 30% 14% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adjustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 27 Uniform TL: 35 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 259 F=953 (OH) 2.0 K=80 (OH) 0 2.0 113 G= 189 (OH) 1.0 Uniform Load A K Pt loads: G F 0 Q R1 =210 R2= 1789 BACKSPAN= 17 FT OH=2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 15 WINDOW HEADER GREATROOM Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.25 ft Reaction 1 LL 601 # Reaction 2 LL 601 # Beam Wt per ft 6.17# Reaction 1 TL 792# Reaction 2 TL 792# Bm Wt Included 20# Maximum V 792# Max Moment 643'# Max V(Reduced) 497# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.01 <0.01 Critical 6.60 4.14 0.16 0.08 Status OK OK OK OK Ratio 22% 16% 5% 6% Fb(psi) Fv(psi) E(psi x mil) Fc i(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: 370 Uniform TL: 481 =A Uniform Load A R1 =792 R2=792 SPAN=3.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 16 WINDOW HEADER GREATROOM Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.25 ft Reaction 1 LL 601 # Reaction 2 LL 601 # Beam Wt per ft 6.17# Reaction 1 TL 792# Reaction 2 TL 792# Bm Wt Included 20# Maximum V 792# Max Moment 643'# Max V(Reduced) 497# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.01 <0.01 Critical 6.60 4.14 0.16 0.08 Status OK OK OK OK Ratio 22% 16% 5% 6% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(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: 370 Uniform TL: 481 =A Uniform Load A 0 0 R1 =792 R2=792 SPAN=3.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 17 UPPER FLOOR BEAM ENTRY HALL Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.5 in2 R2= 1.5 in' (1.5)DL Defl= <0.01 in. Data Beam Span 4.5 ft Reaction 1 LL 990# Reaction 2 LL 990# Beam Wt per ft 10.97# Reaction 1 TL 1312# Reaction 2 TL 1312# Bm Wt Included 49# Maximum V 1312# Max Moment 1476'# Max V(Reduced) 735# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.01 <0.01 Critical 7.61 3.56 0.23 0.11 Status OK OK OK OK Ratio 9% 9% 3% 5% Fb(psi) Fv(psi) E(psi x mil) Fcd.(psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:440 Uniform TL: 572 =A Uniform Load A R1 = 1312 R2= 1312 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 18 UPPER FLOOR BEAM ENTRY HALL Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 4.5 ft Reaction 1 LL 945# Reaction 2 LL 945# Beam Wt per ft 10.97# Reaction 1 TL 1253# Reaction 2 TL 1253# Bm Wt Included 49# Maximum V 1253# Max Moment 1410'# Max V(Reduced) 702# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.01 <0.01 Critical 7.27 3.40 0.23 0.11 Status OK OK OK OK Ratio 9% 8% 3% 4% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:420 Uniform TL: 546 =A Uniform Load A R1 = 1253 R2= 1253 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 19 UPPER FLOOR BEAM GARAGE ALCOVE Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in' R2= 1.9 in2 (1.5) DL Defl= 0.03 in Data Beam Span 4.0 ft Reaction 1 LL 626# Reaction 2 LL 626# Beam Wt per ft 4.68# Reaction 1 TL 1187# Reaction 2 TL 1187# Bm Wt Included 19# Maximum V 1187# Max Moment 1187'# Max V(Reduced) 915# TL Max Defl L/240 TL Actual Defl L/883 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl(in) LL Defl Actual 17.65 19.25 0.05 0.02 Critical 12.18 7.63 0.20 0.10 Status OK OK OK OK Ratio 69% 40% 27% 23% Fb(psi) Fv(psi) E(psi x mil) Fc i(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: 313 Uniform TL: 589 =A Uniform Load A R1 = 1187 R2= 1187 SPAN=4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No. 20 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5)DL Defl= 0.04 in Data Beam Span 9.0 ft Reaction 1 LL 252# Reaction 2 LL 252# Beam Wt per ft 6.17# Reaction 1 TL 415# Reaction 2 TL 415# Bm Wt Included 55# Maximum V 415# Max Moment 933'# Max V(Reduced) 359# 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 30.66 25.38 0.09 0.05 Critical 8.32 2.60 0.45 0.30 Status OK OK OK OK Ratio 27% 10% 20% 15% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adiustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 56 Uniform TL: 86 =A Uniform Load A R1 =415 R2=415 SPAN=9 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No.21 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2=0.9 in2 (1.5)DL Defl= 0.03 in Data Beam Span 5.75 ft Reaction 1 LL 421 # Reaction 2 LL 329# Beam Wt per ft 6.17# Reaction 1 TL 709# Reaction 2 TL 561 # Bm Wt Included 35# Maximum V 709# Max Moment 1359'# Max V(Reduced) 706# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.05 0.03 Critical 12.12 5.11 0.29 0.19 Status OK OK OK OK Ratio 40% 20% 18% 13% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 272 B=442 1.75 226 C=378 3.75 252 D=415 2.25 Pt loads: B D C R1 =709 R2=561 SPAN=5.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 SW GREENBURG BEAM No.22 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.8 in2 R2=0.7 in2 (1.5)DL Defl= 0.02 in Data Beam Span 5.75 ft Reaction 1 LL 284# Reaction 2 LL 260# Beam Wt per ft 6.17# Reaction 1 TL 479# Reaction 2 TL 441 # Bm Wt Included 35# Maximum V 479# Max Moment 871 '# Max V(Reduced) 475# 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 30.66 25.38 0.04 0.02 Critical 7.77 3.44 0.29 0.19 Status OK OK OK OK Ratio 25% 14% 13% 9% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 272 B=442 1.75 272 C=442 3.75 Pt loads: B C R1 =479 R2=441 SPAN =5.75 FT Uniform and partial uniform loads are lbs per lineal ft. 111H T.1 BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 ' I 0'`r 11451 SW GREENBURG BEAM No. 01 WINDOW HEADER 'S � ` BR-2 Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft LSCC 4 CC 15 Conditions NDS 2012 i ^ ,V D, Min BearingArea R1=0.4 int R2=0.4 intOil � Fr � (1.5)DL Defl= 0.03 in Data �" "+ l k ) pi;r4t Beam Span 6.25 ft Reaction 1 LL 116# Reaction 2 LL 'I # Beam Wt per ft 4.68# Reaction 1 TL 274# Reaction 2 TL 274# Bm Wt Included 29# Maximum V 274# Max Moment 428'# Max V(Reduced) 234# 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 17.65 19.25 0.05 0.02 Critical 3.82 1.69 0.31 0.21 Status OK OK OK OK Ratio 22% 9% 16% 8% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 37 Uniform TL: 83 =A Uniform Load A R1 =274 R2=274 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. I BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 04 WINDOW HEADER KITCHEN Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.9 int R2=0.9 int (1.5)DL Defl= 0.09 in Data Beam Span 6.25 ft Reaction 1 LL 185# Reaction 2 LL 185# Beam Wt per ft 4.68# Reaction 1 TL 572# Reaction 2 TL 572# Bm Wt Included 29# Maximum V 572# Max Moment 1120'# Max V(Reduced) 509# TL Max Defl L/240 TL Actual Defl L/606 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 17.65 19.25 0.12 0.03 Critical 9.99 3.69 0.31 0.21 Status OK OK OK OK Ratio 57% 19% 40% 15% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 1 Cd Duration 1.15 1.15 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:40 Uniform TL: 132 =A Point LL Point TL Distance 120 B=290 3.13 Uniform Load A Pt loads: B . . R 1 =572 R2=572 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 05 PATIO DOOR HEADER DINING Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.5 int R2=2.5 int (1.5)DL Defl= 0.04 in Data Beam Span 5.25 ft Reaction 1 LL 822# Reaction 2 LL 822# Beam Wt per ft 6.17# Reaction 1 TL 1562# Reaction 2 TL 1562# Bm Wt Included 32# Maximum V 1562# Max Moment 2051 '# Max V(Reduced) 1203# TL Max Defl L/240 TL Actual Defl L/892 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(int) TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.03 Critical 18.29 8.72 0.26 0.18 Status OK OK OK OK Ratio 60% 34% 27% 17% Fb(psi) Fv(psi) E(psi x mil) Fc!(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 313 Uniform TL: 589 =A Uniform Load A R1 = 1562 R2= 1562 SPAN=5.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 06 WINDOW HEADER DINING Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5) DL Defl= 0.05 in Data Beam Span 6.25 ft Reaction 1 LL 906# Reaction 2 LL 906# Beam Wt per ft 6.17# Reaction 1 TL 1447# Reaction 2 TL 1447# Bm Wt Included 39# Maximum V 1447# Max Moment 2262'# Max V(Reduced) 1168# TL Max Defl L/240 TL Actual Defl L/708 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl(in) LL Defl Actual 30.66 25.38 0.11 0.06 Critical 23.20 9.73 0.31 0.21 Status OK OK OK OK Ratio 76% 38% 34% 27% Fb(psi) Fv(psi) E(psi x mil) Fc1(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:290 Uniform TL: 457 =A Uniform Load A 0 0 R1 = 1447 R2= 1447 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. i BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 07 ROOF SUPPORT BEAM PATIO Date: 12/21/15 Selection 3-1/2x 10-1/2 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5) DL Defl= 0.24 in Data Beam Span 11.5 ft Reaction 1 LL 2070# Reaction 2 LL 2070# Beam Wt per ft 8.93# Reaction 1 TL 3490# Reaction 2 TL 3490# Bm Wt Included 103# Maximum V 3490# Max Moment 10033'# Max V(Reduced) 2959# TL Max Defl L/240 TL Actual Defl L/292 LL Max Defl L/360 LL Actual Defl L/593 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 64.31 36.75 0.47 0.23 Critical 43.62 14.56 0.58 0.38 Status OK OK OK OK Ratio 68% 40% 82% 61% Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 2400 265 1.8 650 Adjusted Values 2760 305 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 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: 598 =A Uniform Load A R1 =3490 R2=3490 SPAN= 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 08 MAIN DOOR HEADER GARAGE Date: 12/21/15 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5)DL Defl= 0.07 in Data Beam Span 8.5 ft Reaction 1 LL 1530# Reaction 2 LL 1530# Beam Wt per ft 9.57# Reaction 1 TL 2582# Reaction 2 TL 2582# Bm Wt Included 81 # Maximum V 2582# Max Moment 5487'# Max V(Reduced) 2013# TL Max Defl L/240 TL Actual Defl L/790 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 73.83 39.38 0.13 0.06 Critical 57.84 14.58 0.43 0.28 Status OK OK OK OK Ratio 78% 37% 30% 22% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 207 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 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: 598 =A Uniform Load A R1 =2582 R2 =2582 SPAN=8.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 09 FIREPLACE HEADER GREATROOM Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.1 in2 R2=2.1 in2 (1.5)DL Defl= 0.05 in Data Beam Span 4.5 ft Reaction 1 LL 720# Reaction 2 LL 720# Beam Wt per ft 4.68# Reaction 1 TL 1325# Reaction 2 TL 1325# Bm Wt Included 21 # Maximum V 1325# Max Moment 1490'# Max V(Reduced) 1055# TL Max Defl L/240 TL Actual Defl L/630 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 17.65 19.25 0.09 0.04 Critical 13.29 7.64 0.23 0.15 Status OK OK OK OK Ratio 75% 40% 38% 25% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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: 584 =A Uniform Load A 0 0 R1 = 1325 R2= 1325 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 10 FLOOR BEAM EDGE OF CNTLVR ENTRY PORCH Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5) DL Defl= 0.05 in Data Beam Span 9.25 ft Reaction 1 LL 259# Reaction 2 LL 259# Beam Wt per ft 10.97# Reaction 1 TL 953# Reaction 2 TL 953# Bm Wt Included 101 # Maximum V 953# Max Moment 2203'# Max V(Reduced) 749# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.06 0.01 Critical 11.36 3.62 0.46 0.23 Status OK OK OK OK Ratio 14% 9% 13% 5% Fb(psi) Fv(psi) E(psi x mil) Fc.i(psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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: 56 Uniform TL: 195 =A Uniform Load A R1 =953 R2=953 SPAN =9.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 11 FLOOR BEAM EDGE OF CNTLVR ENTRY PORCH Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.0 in2 R2= 1.0 in2 (1.5) DL Defl= 0.03 in Data Beam Span 8.25 ft Reaction 1 LL 256# Reaction 2 LL 256# Beam Wt per ft 10.97# Reaction 1 TL 903# Reaction 2 TL 903# Bm Wt Included 90# Maximum V 903# Max Moment 1863'# Max V(Reduced) 687# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.04 <0.01 Critical 9.61 3.32 0.41 0.21 Status OK OK OK OK Ratio 12% 8% 10% 4% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:62 Uniform TL: 208 =A Uniform Load A R1 =903 R2=903 SPAN =8.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 12 CNTLVRD FLOOR BEAM ENTRY PORCH Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.7 in2 R2=2.8 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 339# Reaction 2 LL 766# Beam Wt per ft 5.34# Reaction 1 TL 515# Reaction 2 TL 2134# Bm Wt Included 21 # Maximum V 1145# Overhang Length 1.0 ft Max Moment 946'# Max V(Reduced) 904# Total Beam Length 4.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 0.00 <0.01 <0.01 0.00 Critical 4.36 4.76 0.15 0.08 0.10 0.05 Status OK OK OK OK OK OK Ratio 11% 23% 0% 1% 3% 0% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adjustments CF Size Factor 1.001 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 _ CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:283 Uniform TL: 548 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 256 F=903 (OH) 1.0 K=80 (OH) 0 1.0 Uniform Load A K Pt loads: F R1 =515 R2=2134 BACKSPAN =3 FT OH= 1 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 13 CNTLVRD FLOOR BEAM ENTRY PORCH/ENTRY Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH =0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.2 in2 R2=3.7 in2 (1.5)DL Defl= -0.16 in. Data Beam Span 17.0 ft Reaction 1 LL 177# Reaction 2 LL 910# Beam Wt per ft 5.34# Reaction 1 TL 156# Reaction 2 TL 2745# Bm Wt Included 101 # Maximum V 2216# Overhang Length 2.0 ft Max Moment 3169'# Max V(Reduced) 2131 # Total Beam Length 19.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/554 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 -0.11 0.05 0.09 -0.01 Critical 14.60 11.22 0.85 0.43 0.20 0.10 Status OK OK OK OK OK OK Ratio 36% 54% 13% 11% 43% 8% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) 1 Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adiustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 27 Uniform TL: 35 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 259 F=953 (OH) 2.0 K=80 (OH) 0 2.0 369 G= 1092 (OH) 1.0 Uniform Load A K Pt loads: G F . . R1 = 156 R2=2745 BACKSPAN = 17 FT OH=2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 14 CNTLVRD FLOOR BEAM ENTRY PORCH/ENTRY Date: 12/21/15 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=0.3 in2 R2=2.4 int (1.5)DL Defl= -0.09 in. Data Beam Span 17.0 ft Reaction 1 LL 192# Reaction 2 LL 639# Beam Wt per ft 5.34# Reaction 1 TL 210# Reaction 2 TL 1789# Bm Wt Included 101 # Maximum V 1313# Overhang Length 2.0 ft Max Moment 2266'# Max V(Reduced) 1228# Total Beam Length 19.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/811 LL Max Defl L/480 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 41.13 20.78 -0.02 0.07 0.06 -0.01 Critical 10.44 6.46 0.85 0.43 0.20 0.10 Status OK OK OK OK OK OK Ratio 25% 31% 3% 15% 30% 14% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 Adjustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:27 Uniform TL: 35 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif TL Start End 259 F=953 (OH) 2.0 K=80 (OH) 0 2.0 113 G= 189 (OH) 1.0 Uniform Load A K Pt loads: G F R1 =210 R2= 1789 BACKSPAN= 17 FT OH=2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 15 WINDOW HEADER GREATROOM Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.25 ft Reaction 1 LL 601 # Reaction 2 LL 601 # Beam Wt per ft 6.17# Reaction 1 TL 792# Reaction 2 TL 792# Bm Wt Included 20# Maximum V 792# Max Moment 643'# Max V(Reduced) 497# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.01 <0.01 Critical 6.60 4.14 0.16 0.08 Status OK OK OK OK Ratio 22% 16% 5% 6% Fb(psi) Fv(psi) E(psi x mil) Fc I(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: 370 Uniform TL: 481 =A Uniform Load A R1 =792 R2=792 SPAN =3.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 16 WINDOW HEADER GREATROOM Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2=3.8 in2 (1.5)DL Defl= 0.01 in Data Beam Span 3.75 ft Reaction 1 LL 800# Reaction 2 LL 1226# Beam Wt per ft 6.17# Reaction 1 TL 1212# Reaction 2 TL 2404# Bm Wt Included 23# Maximum V 2404# Max Moment 1508'# Max V(Reduced) 2110# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.03 0.01 Critical 15.46 17.58 0.19 0.09 Status OK OK OK OK Ratio 50% 69% 15% 14% Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adiustments 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: 370 Uniform TL: 481 =A Point LL Point TL Distance 639 B= 1789 3.13 Uniform Load A Pt loads: B 0 0 R1 = 1212 R2 =2404 SPAN =3.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 17 UPPER FLOOR BEAM ENTRY HALL Date: 12/21/15 Selection 3-112x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.5 int R2= 1.5 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 4.5 ft Reaction 1 LL 990# Reaction 2 LL 990# Beam Wt per ft 10.97# Reaction 1 TL 1312# Reaction 2 TL 1312# Bm Wt Included 49# Maximum V 1312# Max Moment 1476'# Max V(Reduced) 735# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.01 <0.01 Critical 7.61 3.56 0.23 0.11 Status OK OK OK OK Ratio 9% 9% 3% 5% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:440 Uniform TL: 572 =A Uniform Load A 0 0 R1 = 1312 R2= 1312 SPAN=4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 18 UPPER FLOOR BEAM ENTRY HALL Date: 12/21/15 Selection 3-1/2x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 4.5 ft Reaction 1 LL 945# Reaction 2 LL 945# Beam Wt per ft 10.97# Reaction 1 TL 1253# Reaction 2 TL 1253# Bm Wt Included 49# Maximum V 1253# Max Moment 1410'# Max V(Reduced) 702# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.01 <0.01 Critical 7.27 3.40 0.23 0.11 Status OK OK OK OK Ratio 9% 8% 3% 4% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2325 310 1.6 900 Adjusted Values 2327 310 1.6 900 Adjustments CF Size Factor 1.001 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:420 Uniform TL: 546 =A Uniform Load A R1 = 1253 R2= 1253 SPAN =4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 19 UPPER FLOOR BEAM GARAGE ALCOVE Date: 12/21/15 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5)DL Defl= 0.03 in Data Beam Span 4.0 ft Reaction 1 LL 626# Reaction 2 LL 626# Beam Wt per ft 4.68# Reaction 1 TL 1187# Reaction 2 TL 1187# Bm Wt Included 19# Maximum V 1187# Max Moment 1187'# Max V(Reduced) 915# TL Max Defl L/240 TL Actual Defl L/883 LL Max Defl L/480 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 17.65 19.25 0.05 0.02 Critical 12.18 7.63 0.20 0.10 Status OK OK OK OK Ratio 69% 40% 27% 23% Fb(psi) Fv(psi) E(psi x mil) Fc i(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: 313 Uniform TL: 589 =A Uniform Load A R1 = 1187 R2= 1187 SPAN=4 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No.20 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.08 in Data Beam Span 10.25 ft Reaction 1 LL 289# Reaction 2 LL 318# Beam Wt per ft 6.17# Reaction 1 TL 476# Reaction 2 TL 524# Bm Wt Included 63# Maximum V 524# Max Moment 1231 '# Max V(Reduced) 446# TL Max Defl L/240 TL Actual Defl L/742 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(in') TL Defl(in) LL Defl Actual 30.66 25.38 0.17 0.08 Critical 10.98 3.23 0.51 0.34 Status OK OK OK OK Ratio 36% 13% 32% 25% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 56 H =86 0 8.75 78 I= 123 8.75 10.25 H R1 =476 R2=524 SPAN = 10.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 21 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.2 in2 R2=0.8 in2 (1.5)DL Defl= 0.03 in Data Beam Span 5.75 ft Reaction 1 LL 437# Reaction 2 LL 304# Beam Wt per ft 6.17# Reaction 1 TL 743# Reaction 2 TL 524# Bm Wt Included 35# Maximum V 743# Max Moment 1295'# Max V(Reduced) 740# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Dell(in) LL Defl Actual 30.66 25.38 0.05 0.02 Critical 11.55 5.36 0.29 0.19 Status OK OK OK OK Ratio 38% 21% 17% 13% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 226 B=378 1.75 226 C =378 3.75 289 D=476 1.75 Pt loads: B C R1 =743 R2=524 SPAN =5.75 FT Uniform and partial uniform loads are lbs per lineal ft. •. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11451 SW GREENBURG BEAM No. 22 ROOF BEAM ENTRY PORCH Date: 12/21/15 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.8 in2 R2=0.7 in2 (1.5) DL Defl= 0.02 in Data Beam Span 5.75 ft Reaction 1 LL 284# Reaction 2 LL 260# Beam Wt per ft 6.17# Reaction 1 TL 479# Reaction 2 TL 441 # Bm Wt Included 35# Maximum V 479# Max Moment 871 '# Max V(Reduced) 475# 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 30.66 25.38 0.04 0.02 Critical 7.77 3.44 0.29 0.19 Status OK OK OK OK Ratio 25% 14% 13% 9% Fb(psi) Fv(psi) E(psi x mil) Fci_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 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 272 B=442 1.75 272 C=442 3.75 Pt loads: B C R1 =479 R2=441 SPAN=5.75 FT Uniform and partial uniform loads are lbs per lineal ft.