Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
!l4(57 5w Cn2zotEke- /i/tsT-) 0(C, -G�'iZ7j t BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.01 WINDOW HEADER BR-2 Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 , Min Bearing Area R1=0.8 in2 R2=0.9 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.75 ft Reaction 1 LL 299# Reaction 2 LL 342# Beam Wt per ft 6.17# Reaction 1 TL 507# Reaction 2 TL 578# Bm Wt Included 23# Maximum V 578# Max Moment 998'# Max V(Reduced) 574# 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 0.01 <0.01 Critical 8.91 4.16 0.19 0.13 Status OK OK OK OK Ratio 29% 16% 7% 5% 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 641 B= 1062 2.0 Pt loads: B R1 =507 R2=578 SPAN=3.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 02 WINDOW HEADER BR-3 Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.7 in2 R2= 1.8 in2 (1.5) DL Defl= 0.03 in Data Beam Span 5.25 ft Reaction 1 LL 1007# Reaction 2 LL 685# Beam Wt per ft 6.17# Reaction 1 TL 1680# Reaction 2 TL 1148# Bm Wt Included 32# Maximum V 1680# Max Moment 1694'# Max V(Reduced) 1144# 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 0.06 0.03 Critical 15.10 8.29 0.26 0.18 Status OK OK OK OK Ratio 49% 33% 22% 16% 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 Point LL Point TL Distance 564 B=932 0.13 564 C=932 2.13 564 D=932 4.13 Pt loads: B C A R1 = 1680 R2= 1148 SPAN=5.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.03 WINDOW HEADER BR-4 Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.5 in2 R2=0.5 in' (1.5)DL Defl= 0.01 in Data Beam Span 5.25 ft Reaction 1 LL 131 # Reaction 2 LL 131 # Beam Wt per ft 6.17# Reaction 1 TL 331 # Reaction 2 TL 331 # Bm Wt Included 32# Maximum V 331 # Max Moment 435'# Max V(Reduced) 255# 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 0.02 <0.01 Critical 3.88 1.85 0.26 0.18 Status OK OK OK OK Ratio 13% 7% 6% 3% 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: 50 Uniform TL: 120 =A Uniform Load A R1 =331 R2=331 SPAN =5.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 04 WINDOW HEADER UPPER STAIRWELL Date: 6/25/16 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= <0.01 in. Data Beam Span 2.25 ft Reaction 1 LL 276# Reaction 2 LL 276# Beam Wt per ft 6.17# Reaction 1 TL 463# Reaction 2 TL 463# Bm Wt Included 14# Maximum V 463# Max Moment 517'# Max V(Reduced) 459# 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 0.00 <0.01 Critical 4.61 3.33 0.11 0.08 Status OK OK OK OK Ratio 15% 13% 2% 2% Fb(psi) Fv(psi) E(psi x mil) Fp!(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 551 B=912 1.13 Pt loads: B R1 =463 R2=463 SPAN=2.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 05 WINDOW HEADER MASTER Date: 6/25/16 Selection 4x 8 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= <0.01 in. Data Beam Span 3.75 ft Reaction 1 LL 94# Reaction 2 LL 94# Beam Wt per ft 6.17# Reaction 1 TL 237# Reaction 2 TL 237# Bm Wt Included 23# Maximum V 237# Max Moment 222'# Max V(Reduced) 160# 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 0.00 <0.01 Critical 1.98 1.16 0.19 0.13 Status OK OK OK OK Ratio 6% 5% 2% 1% 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: 50 Uniform TL: 120 =A Uniform Load A R1 =237 R2=237 SPAN=3.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.06 WINDOW HEADER MASTER Date:6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.2 int R2=0.2 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 2.25 ft Reaction 1 LL 56# Reaction 2 LL 56# Beam Wt per ft 6.17# Reaction 1 TL 142# Reaction 2 TL 142# Bm Wt Included 14# Maximum V 142# Max Moment 80'# Max V(Reduced) 66# 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 0.00 <0.01 Critical 0.71 0.48 0.11 0.08 Status OK OK OK OK Ratio 2% 2% 0% 0% 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: 50 Uniform TL: 120 =A Uniform Load A R1 = 142 R2= 142 SPAN=2.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.07 WINDOW HEADER MASTER Date: 6/25/16 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.6 in2 R2=0.6 in2 (1.5)DL Defl= 0.02 in Data Beam Span 10.25 ft Reaction 1 LL 410# Reaction 2 LL 410# Beam Wt per ft 5.48# Reaction 1 TL 541 # Reaction 2 TL 541 # Bm Wt Included 56# Maximum V 541 # Max Moment 1385'# Max V(Reduced) 436# 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 41.13 20.78 0.08 0.05 Critical 7.14 2.11 0.51 0.34 Status OK OK OK OK Ratio 17% 10% 15% 15% 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:80 Uniform TL: 100 =A Uniform Load A R1 =541 R2=541 SPAN= 10.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.08 UPPER FLOOR BEAM ABOVE STAIRS Date: 6/25/16 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.5 in2 R2=0.5 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 245# Reaction 2 LL 245# Beam Wt per ft 5.48# Reaction 1 TL 465# Reaction 2 TL 465# Bm Wt Included 19# Maximum V 465# Max Moment 407'# Max V(Reduced) 202# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 41.13 20.78 0.00 <0.01 Critical 2.10 0.98 0.18 0.12 Status OK OK OK OK Ratio 5% 5% 2% 1% Fb(psi) Fv(psi) E(psi x mil) Fp!(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: 140 Uniform TL: 260 =A Uniform Load A R1 =465 R2=465 SPAN=3.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 09 UPPER FLOOR BEAM ABOVE STAIRS Date: 6/25/16 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.4 in2 R2=0.5 in2 (1.5)DL Defl= 0.05 in Data Beam Span 11.0 ft Reaction 1 LL 210# Reaction 2 LL 255# Beam Wt per ft 5.48# Reaction 1 TL 358# Reaction 2 TL 442# Bm Wt Included 60# Maximum V 442# Max Moment 1683'# Max V(Reduced) 412# 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 41.13 20.78 0.10 0.05 Critical 8.68 1.99 0.55 0.37 Status OK OK OK OK Ratio 21% 10% 18% 12% 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:20 Uniform TL: 25 =A Point LL Point TL Distance 245 B =465 6.5 Uniform Load A Pt loads: R1 =358 R2=442 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 10 UPPER FLOOR BEAM HALL @ POWDER Date: 6/25/16 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.6 in2 R2= 1.6 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 1173# Reaction 2 LL 1173# Beam Wt per ft 5.48# Reaction 1 TL 1480# Reaction 2 TL 1480# Bm Wt Included 19# Maximum V 1480# Max Moment 1295'# Max V(Reduced) 643# 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 41.13 20.78 0.01 <0.01 Critical 6.68 3.11 0.18 0.12 Status OK OK OK OK Ratio 16% 15% 5% 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:670 Uniform TL: 840 =A Uniform Load A R1 = 1480 R2= 1480 SPAN=3.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 11 DOOR HEADER POWDER Date:6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.2 in2 R2= 1.2 int (1.5) DL Defl= <0.01 in. Data Beam Span 2.7 ft Reaction 1 LL 587# Reaction 2 LL 587# Beam Wt per ft 6.17# Reaction 1 TL 748# Reaction 2 TL 748# Bm Wt Included 17# Maximum V 748# Max Moment 1005'# Max V(Reduced) 745# 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 0.01 <0.01 Critical 10.30 6.20 0.14 0.09 Status OK OK OK OK Ratio 34% 24% 5% 5% Fb(psi) Fv(psi) E(psi x mil) Fci_(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 Point LL Point TL Distance 1173 B= 1480 1.35 Pt loads: B 0 0 R1 =748 R2=748 SPAN=2.7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 12 WINDOW HEADER GREATROOM Date: 6/25/16 Selection 4x 8 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 3.75 ft Reaction 1 LL 645# Reaction 2 LL 645# Beam Wt per ft 6.17# Reaction 1 TL 968# Reaction 2 TL 968# Bm Wt Included 23# Maximum V 968# Max Moment 907'# Max V(Reduced) 656# 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 0.02 <0.01 Critical 9.31 5.47 0.19 0.13 Status OK OK OK OK Ratio 30% 22% 8% 7% 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: 344 Uniform TL: 510 =A Uniform Load A R1 =968 R2=968 SPAN=3.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 13 HEADER FIREPLACE Date: 6/25/16 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5)DL Defl= 0.01 in Data Beam Span 3.75 ft Reaction 1 LL 844# Reaction 2 LL 844# Beam Wt per ft 4.68# Reaction 1 TL 1064# Reaction 2 TL 1064# Bm Wt Included 18# Maximum V 1064# Max Moment 998'# Max V(Reduced) 804# 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 0.04 0.03 Critical 10.23 6.70 0.19 0.13 Status OK OK OK OK Ratio 58% 35% 19% 21% 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:450 Uniform TL: 563 =A Uniform Load A R1 = 1064 R2= 1064 SPAN=3.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 14 HEADER 1 PANTRY Date: 6/25/16 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.1 in2 R2= 1.1 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 2.7 ft Reaction 1 LL 540# Reaction 2 LL 540# Beam Wt per ft 4.68# Reaction 1 TL 681 # Reaction 2 TL 681 # Bm Wt Included 13# Maximum V 681 # Max Moment 460'# Max V(Reduced) 450# 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 0.01 <0.01 Critical 4.72 3.75 0.14 0.09 Status OK OK OK OK Ratio 27% 19% 6% 7% Fb(psi) Fv(psi) E(psi x mil) FcI(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:400 Uniform TL: 500 =A Uniform Load A R1 =681 R2=681 SPAN =2.7 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 15 WINDOW HEADER KITCHEN Date: 6/25/16 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.7 int R2=4.8 in2 (1.5)DL Defl= 0.01 in Data Beam Span 4.25 ft Reaction 1 LL 1102# Reaction 2 LL 1881 # Beam Wt per ft 7.87# Reaction 1 TL 1684# Reaction 2 TL 2979# Bm Wt Included 33# Maximum V 2979# Max Moment 2335'# Max V(Reduced) 1881 # 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 0.02 0.01 Critical 25.94 15.67 0.21 0.14 Status OK OK OK OK Ratio 52% 48% 11% 9% 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:408 Uniform TL: 600 =A Point LL Point TL Distance 685 B= 1148 3.0 564 C =932 4.0 Uniform Load A Pt loads: B C R1 = 1684 R2 =2979 SPAN=4.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 16 PATIO DOOR HEADER DINING Date: 6/25/16 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.0 in' R2=4.1 in2 (1.5)DL Defl= 0.05 in Data Beam Span 6.25 ft Reaction 1 LL 2383# Reaction 2 LL 1606# Beam Wt per ft 7.87# Reaction 1 TL 3749# Reaction 2 TL 2562# Bm Wt Included 49# Maximum V 3749# Max Moment 4608'# Max V(Reduced) 2485# TL Max Defl L/240 TL Actual Defl L/681 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 0.11 0.06 Critical 44.52 18.01 0.31 0.21 Status OK OK OK OK Ratio 89% 56% 35% 28% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 207 1.6 625 Adjustments CF Size Factor 1.200 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 Par Unif LL Par Unif TL Start End 410 B=541 0.25 200 H=340 0 1.0 564 C =932 0.25 330 I=502 1.0 4.25 564 D=932 2.25 300 J =465 4.2 6.25 564 E=932 4.25 J I H Pt loads: B DE 0 R1 =3749 R2=2562 SPAN=6.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 17 DOOR HEADER GARAGE Date:6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.4 in2 R2= 1.8 in' (1.5) DL Defl= <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 808# Reaction 2 LL 594# Beam Wt per ft 6.17# Reaction 1 TL 1482# Reaction 2 TL 1128# Bm Wt Included 18# Maximum V 1482# Max Moment 802'# Max V(Reduced) 1030# 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 0.01 <0.01 Critical 7.15 7.47 0.15 0.10 Status OK OK OK OK Ratio 23% 29% 6% 4% 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:40 Uniform TL: 155 =A Point LL Point TL Distance 641 B= 1063 0.25 641 C= 1063 2.25 Uniform Load A Pt loads: B C R1 = 1482 R2= 1128 SPAN=3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 18 FLOOR BEAM GARAGE Date: 6/25/16 Selection 1-3/4x 11-7/8 1.55E TJ TimberStrand LSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 455# Reaction 2 LL 455# Beam Wt per ft 5.48# Reaction 1 TL 640# Reaction 2 TL 640# Bm Wt Included 19# Maximum V 640# Max Moment 560'# Max V(Reduced) 278# 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 41.13 20.78 0.00 <0.01 Critical 2.89 1.34 0.18 0.12 Status OK OK OK OK Ratio 7% 6% 2% 2% 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: 260 Uniform TL: 360 =A Uniform Load A R1 =640 R2=640 SPAN=3.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No. 19 EDGE FLOOR BEAM CNTLVR ABOVE GARAGE DOOR Date: 6/25/16 Selection 3-112x 11-7/8 2.0E TJ Parallam W.S.PSL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.3 in2 R2=4.6 in2 (1.5)DL Defl= 0.16 in Data Beam Span 11.0 ft Reaction 1 LL 1640# Reaction 2 LL 1785# Beam Wt per ft 12.99# Reaction 1 TL 3205# Reaction 2 TL 3447# Bm Wt Included 143# Maximum V 3447# Max Moment 9121 '# Max V(Reduced) 3329# TL Max Defl L/240 TL Actual Defl L/474 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 82.26 41.56 0.28 0.12 Critical 37.70 17.22 0.55 0.37 Status OK OK OK OK Ratio 46% 41% 51% 32% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 2903 290 2.0 750 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 Loads Uniform LL: 20 Uniform TL: 107 =A Point LL Point TL Distance 641 B= 1062 1.75 940 C= 1569 3.75 342 D=578 7.5 641 E= 1062 7.75 641 F= 1062 9.75 Uniform Load A Pt loads: B C ® F R1 =3205 R2=3447 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.20 CNTLVRD FLOOR SUPPORT BEAM GARAGE NEXT TO DOOR Date:6/25/16 Selection 3-1/2x 11-7/8 2.0E TJ Parallam W.S.PSL Lu=0.0 Ft Lu @OH =0.0 Ft Conditions NDS 2012, Overhang Min Bearing Area R1= 1.0 in2 R2=9.9 in2 (1.5)DL Defl= 0.10 in. Data Beam Span 9.0 ft Reaction 1 LL 392# Reaction 2 LL 3818# Beam Wt per ft 12.99# Reaction 1 TL 750# Reaction 2 TL 7406# Bm Wt Included 156# Maximum V 4304# Overhang Length 3.0 ft Max Moment 10588'# Max V(Reduced) 3851 # Total Beam Length 12.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/433 LL Max Defl L/360 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 82.26 41.56 -0.04 -0.02 0.17 0.07 Critical 38.05 17.32 0.45 0.30 0.30 0.20 Status OK OK OK OK OK OK Ratio 46% 42% 9% 5% 55% 34% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2900 290 2.0 750 Adjusted Values 3339 334 2.0 750 Adjustments CF Size Factor 1.001 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 CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:220 Uniform TL: 415 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1640 F=3205 (OH) 2.88 220 K=275 (OH) 0 2.0 50 L= 170 (OH) 0 3.0 L Uniform Load A K Pt loads: F . . R1 =750 R2=7406 BACKSPAN=9 FT OH=3 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 GREENBURG, BEAM No. 21 DOOR HEADER(PORTAL FRAME) GARAGE Date: 6/25/16 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.6 in2 R2=0.6 inZ (1.5) DL Defl= <0.01 in. Data Beam Span 8.5 ft Reaction 1 LL 230# Reaction 2 LL 230# Beam Wt per ft 9.57# Reaction 1 TL 355# Reaction 2 TL 355# Bm Wt Included 81 # Maximum V 355# Max Moment 755'# Max V(Reduced) 277# 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 73.83 39.38 0.02 <0.01 Critical 9.15 2.31 0.43 0.28 Status OK OK OK OK Ratio 12% 6% 4% 3% 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 Uniform LL: 54 Uniform TL: 74 =A Uniform Load A R1 =355 R2=355 SPAN=8.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.22 DOOR HEADER ENTRY Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.3 in2 R2=2.0 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.5 ft Reaction 1 LL 891 # Reaction 2 LL 771 # Beam Wt per ft 6.17# Reaction 1 TL 1430# Reaction 2 TL 1225# Bm Wt Included 22# Maximum V 1430# Max Moment 1144'# Max V(Reduced) 1033# 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 0.02 <0.01 Critical 11.73 8.61 0.18 0.12 Status OK OK OK OK Ratio 38% 34% 10% 8% 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:415 Uniform TL: 650 =A Point LL Point TL Distance 210 B=358 0.75 Uniform Load A Pt loads: R1 = 1430 R2= 1225 SPAN=3.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.23 ROOF SUPPORT BEAM ENTRY PORCH Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=0.4 in2 R2=0.3 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 4.25 ft Reaction 1 LL 129# Reaction 2 LL 91 # Beam Wt per ft 6.17# Reaction 1 TL 225# Reaction 2 TL 161 # Bm Wt Included 26# Maximum V 225# Max Moment 383'# Max V(Reduced) 221 # 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 0.01 <0.01 Critical 3.42 1.60 0.21 0.14 Status OK OK OK OK Ratio 11% 6% 3% 2% 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 220 B=360 1.75 Pt loads: B 0 R1 =225 R2= 161 SPAN=4.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.24 FLOOR CROSS BEAMS CRAWLSPACE Date:6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 2.5 ft Reaction 1 LL 513# Reaction 2 LL 513# Beam Wt per ft 6.17# Reaction 1 TL 741 # Reaction 2 TL 741 # Bm Wt Included 15# Maximum V 741 # Max Moment 463'# Max V(Reduced) 383# 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 0.00 <0.01 Critical 4.75 3.19 0.13 0.08 Status OK OK OK OK Ratio 16% 13% 3% 2% 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:410 Uniform TL: 587 =A Uniform Load A 0 0 R1 =741 R2=741 SPAN =2.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.25 FLOOR BEAMS C RAW LS PAC E Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.4 int R2= 1.4 in2 (1.5)DL Defl= 0.15 in Data Beam Span 11.5 ft Reaction 1 LL 615# Reaction 2 LL 615# Beam Wt per ft 6.17# Reaction 1 TL 881 # Reaction 2 TL 881 # Bm Wt Included 71 # Maximum V 881 # Max Moment 2532'# Max V(Reduced) 788# TL Max Defl L/240 TL Actual Defl L/354 LL Max Defl L/360 LL Actual Defl L/584 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 30.66 25.38 0.39 0.24 Critical 25.97 6.57 0.58 0.38 Status OK OK OK OK Ratio 85% 26% 68% 62% 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 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: 107 Uniform TL: 147 =A Uniform Load A R1 =881 R2=881 SPAN = 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. Notes MAXIMUM SPAN BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.26 FLOOR BEAMS CRAWLSPACE Date: 6/25/16 Selection 4x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.2 in2 R2=0.6 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 3.25 ft Reaction 1 LL 408# Reaction 2 LL 181 # Beam Wt per ft 6.17# Reaction 1 TL 723# Reaction 2 TL 399# Bm Wt Included 20# Maximum V 723# Max Moment 679'# Max V(Reduced) 671 # 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 0.01 <0.01 Critical 6.97 5.59 0.16 0.11 Status OK OK OK OK Ratio 23% 22% 5% 3% 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 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 TL: 80 =A Point LL Point TL Distance 589 B=842 1.0 Uniform Load A Pt loads: B 0 R1 =723 R2=399 SPAN=3.25 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM REV. No. 21 REVISED GARAGE DOOR HEADER GARAGE Date: 7/13/16 Selection 4x 12 DF-L#2 Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.8 in2 R2=2.8 in' (1.5) DL Defl= 0.03 in Data Beam Span 8.5 ft Reaction 1 LL 1250# Reaction 2 LL 1250# Beam Wt per ft 9.57# Reaction 1 TL 1758# Reaction 2 TL 1758# Bm Wt Included 81 # Maximum V 1758# Max Moment 3735'# Max V(Reduced) 1370# 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 73.83 39.38 0.08 0.05 Critical 45.27 11.42 0.43 0.28 Status OK OK OK OK Ratio 61% 29% 20% 18% Fb(psi) Fv(psi) E(psi x mil) Fc I(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 Uniform LL:294 Uniform TL: 404 =A Uniform Load A R1 = 1758 R2= 1758 SPAN=8.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Mitchell Imlay Reg#2001-2487 11455 GREENBURG, BEAM No.27 ADDED UPPER FLOOR SUPPORT GARAGE Date: 7/13/16 Selection 3-1/2x 11-7/8 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.1 int R2=2.1 in2 (1.5) DL Defl= 0.04 in Data Beam Span 11.0 ft Reaction 1 LL 963# Reaction 2 LL 963# Beam Wt per ft 10.1 # Reaction 1 TL 1348# Reaction 2 TL 1348# Bm Wt Included 111 # Maximum V 1348# Max Moment 3707'# Max V(Reduced) 1106# TL Max Defl L/360 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 0.10 0.07 Critical 18.54 6.26 0.37 0.28 Status OK OK OK OK Ratio 23% 15% 29% 24% Fb(psi) Fv(psi) E(psi x mil) Fci,(psi) Values Reference Values 2400 265 1.8 650 Adjusted Values 2400 265 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: 175 Uniform TL: 235 =A Uniform Load A R1 = 1348 R2= 1348 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft.