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REVIEWED BLD-RESUB 1 BLD2020-0865+Structural_Calculations+12.18.2020_11.46.07_AM+1955062RES U B BLD2020-0865 Jan 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL DESIGN ASSOCIATES, PS 5-1-2020 Gravity Calculations CLIENT: VECTOR ONE, LLC PROJECT TYPE: SFR REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT PROPERTY LOCATION: LOT 2 SECTION 18, TOWNSHIP 27N, RANGE 4E, W.M. EDMONDS , WA. ADA # 2019-05 5537 REGISTERED ARCHITECT E WAS ATE OF WRSHfNGTo�, BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm#1 Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 0.6 in R2= 0.6 in' Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 252 # Reaction 2 TL 252 # Bm Wt Included 25 # Maximum V 252 # Max Moment 252'# Max V (Reduced) 176 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (W) Shear (in) TL Defl (in) 30.66 25.38 0.01 2.74 1.76 0.20 OK OK OK 9% 7% 3% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL 120 =A Uniform Load A R1 = 252 R2 = 252 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006 licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR 'FoFaC}{— header Bm#jam. Date: 5/02/20 Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 2.0 in` R2= 2.0 in` Beam Span 20.0 ft Beam Wt per ft 11.21 # Reaction 1 TL 1312 # Reaction 2 TL 1312 # Bm Wt Included 224 # Maximum V 1312 # Max Moment 6560'# Max V (Reduced) 1214 # TL Max Defl L / 240 TL Actual Defl L / 285 Section pn') Shear Q W) TL Uetl (in) 69.19 46.13 0.84 32.80 7.59 1.00 OK OK OK 47% 16% 84% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL 120 =A Uniform Load A 0 0 R1=1312 R2=1312 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm#3 Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads iwm oeanng r rea M i = ua m- Rc= u.a m- Beam Span 4.0 it Beam Wt per ft 6.17 # Reaction 1 TL 332 # Reaction 2 TL 332 # Bm Wt Included 25 # Maximum V 332 # Max Moment 332'# Max V (Reduced) 232 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section inW) Shear W TL Deft in 30.66 25.38 0.01 3.61 2.32 0.20 OK OK OK 12% 9% 3% "(psi) I-v (psi) L (psi x m10 rc i (ps0 Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL 160 =A Uniform Load A 0 R1 = 332 R2 = 332 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. 2019-05_Edmonds SFR Bm#4 Selection 4x 8 HF #2 Conditions NDS 2001 Min Bearing Area Data Beam Span Beam Wtper ft Bm Wt Included Max Moment TL Max Defl Attributes secuonkill-) Actual 30.66 Critical 18.27 Status OK Ratio 60% Values Base Values Base Ad'usted Adjustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability Loads header R1= 1.8 in R2= 1.8 in' 9.0 ft 6.17 # Reaction 1 TL 55 # Maximum V 1682'# Max V (Reduced) L / 240 TL Actual Defl sear (W) TL Defl ( 25.38 0.17 6.47 0.45 OK OK 26% 38% Fb (psi) Fv (ps 850 150 1105 150 1.300 1.00 1.00 1.00 F9 Date: 6/02/20 Lu = 0.0 Ft 748 # Reaction 2 TL 748 # 647 # L/637 1.3 1.3 N/A 1.00 1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 160 =A Uniform Load A R2 = 748 R1 = 748 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. 748 # BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05 Edmonds SFR header Bm#5 Date: 5/02/20 selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Min Bearing Area K1= 4.0 In` KL= 4.0 in - Beam Span 5.0 It Beam Wt per ft 6.17 # Reaction 1 TL 1615 # Reaction 2 TL 1615 # Bm Wt Included 31 # Maximum V 1615 # Max Moment 2019 W Max V (Reduced) 1225 # TL Max Defl L / 240 TL Actual Defl L / 956 Section W Shear (in') TL Defl (in) 30.66 25.38 0.06 21.93 12.25 0.25 OK OK OK 72% 48% 25% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Base Values 1150 150 1.3 405 Base Ad'usted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 umrorm i u o4u - m Uniform Load A R1Z 1 R2�15 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm#6 Date: 5/02/20 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments 5-1/8x 10-1/2 GLIB 24F-V4 DF/DF Lu = 0.0 Ft Min Rearinn Area R1= 8.4In2 R2= 7.O In' Beam Span 12.0 ft Beam Wt per ft 13.08 # Reaction 1 TL 5478 # Reaction 2 TL 4578 # Bm Wt Included 157 # Maximum V 5478 # Max Moment 17110'# Max V (Reduced) 4942 # TL Max Defl L / 240 TL Actual Defl L / 296 Section (in') Shear in2) TL Defl (in) 94.17 53.81 0.49 85.55 30.89 0.60 OK OK OK 91% 67% 81% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 71 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 Kbe = 0.0 PointTL Distance B = 2700 4.0 Uniform Load A Pt loads: R1 = 5478 R2�4578 SPAN =12FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm#7 Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 0.8 in' R2= 0.8 in Data Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 315 # Reaction 2 TL 315 # Bm Wt Included 31 # Maximum V 315 # Max Moment 394'# Max V (Reduced) 239 # TL Max Defl L / 240 TL Actual Defl L / >1000 Attributes Section in3) Shear ins TL Defl Actual 30.66 25.38 0.01 Critical 4.28 2.39 0.25 Status OK OK OK Ratio 14% 9% 5% Values Adjustments Loads Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 unITorm IL: ILU =A Uniform Load A R1� R2� SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05 Edmonds SFR header Bm#8 Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adjustments Loads rvun nearing Hrea m 1= U.8 In' Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 315 # Reaction 2 TL 315 # Bin Wt Included 31 # Maximum V 315 # Max Moment 394 W Max V (Reduced) 239 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section W Shear (in') TL Defl (in) 30.66 25.38 0.01 4.28 2.39 0.25 OK OK OK 14% 9% 5% i'o (psi) ry (psi) t (psi x mi0 rG-L (psq Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL 120 =A Uniform Load A 0 R1 =315 R2=315 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05 Edmonds SFR header Bm#9 Date: 5/02/20 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Min Bearing Area R1= 8.6 W R2= 7.2 W Beam Span 12.0 ft Beam Wt per ft 13.08 # Reaction 1 TL 5598 # Reaction 2 TL 4698 # Sm Wt Included 157 # Maximum V 5598 # Max Moment 17449'# Max V (Reduced) 5045 # TL Max Deft L / 240 TL Actual Deft L / 289 Section (W) Shear (in') I Deft (in) 94.17 53.81 0.50 87.24 31.53 0.60 OK OK OK 93% 59% 83% Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 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 Kbe = 0.0 Loads UniformTL:620 =A Point TL Distance B = 2700 4.0 Uniform Load A Pt loads: 0 R1 = 5598 R2 = 4698 SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm#10 Date: 5/02120 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads rvnn nearing r rea m 1= 4.0 III -III - Beam Span 6.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1878 # Reaction 2 TL 1878 # Bm Wt Included 37 # Maximum V 1878 # Max Moment 2818'# Max V (Reduced) 1500 # TL Max Deft L / 240 TL Actual Defl L / 571 Section (in3) Shear (in') TL Defl (in) 30.66 25.38 0.13 30.60 15.00 0.30 OK OK OK 100% 59% 42% Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 620 =A Uniform Load A 0 0 R1 = 1878 R2 = 1878 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header, Bm#10 rlclrF % Date: 5/02/20 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 9.0 in' R2= 9.0 in Beam Span 12.0 ft Beam Wt per ft 14.94 # Reaction 1 TL 5820 # Reaction 2 TL 5820 # Bm Wt Included 179 # Maximum V 5820 # Max Moment 17459# Max V (Reduced) 4850 # TL Max Defl L / 240 TL Actual Defl L / 423 Section (W) Shear (in') TL Defl (in) 123.00 61.50 0.34 87.30 30.31 0.60 OK OK OK 71% 49% 57% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 955 =A Uniform Load A 0 0 R1 = 5820 R2 = 5820 SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR roof beam Bm#11 Date: 5/02/20 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads ivun wearing r,rea n i= a.0 m- Beam Span 12.0 ft Beam Wt per ft 14.94 # Reaction 1 TL 5820 # Reaction 2 TL 5820 # Bm Wt Included 179 # Maximum V 5820 # Max Moment 17459'# Max V (Reduced) 4850 # TL Max Defl L / 240 TL Actual Defl L / 423 Section (W) Shear (ink TL Defl (in) 123.00 61.50 0.34 87.30 30.31 0.60 OK OK OK 71% 49% 57% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 955 =A Uniform Load A 0 0 R1 = 5820 R2 = 5820 SPAN = 12 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR roof beam Bm#12 Date: 5/02/20 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Min Bearing Area R1= 10.0 inz R2= 8.7 in' Beam Span 10.0 ft Beam Wt per ft 14.94 # Reaction 1 TL 6516 # Reaction 2 TL 5628 # Bm Wt Included 149 # Maximum V 6516 # Max Moment 22456# Max V (Reduced) 5706 # TL Max Defl L / 240 TL Actual Defl L / 447 Section (W) Shear (W) TL Defl (in) 123.00 61.50 0.27 112.28 35.66 0.50 OK OK OK 91% 58% 54% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Base Values 2400 240 1.8 650 BaseAd'usted 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Point TL Distance Par Unif TL Start End B = 5820 5.0 H = 795 0 5.0 1 = 440 5.0 10.0 I H Pt loads: 0 0 R1 = 6516 R2 = 5628 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR Feef beam Bm#13 Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 2.2 in2 R2= 2.2 in' Beam Span 4.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 892 # Reaction 2 TL 892 # Bm Wt Included 25 # Maximum V 892 # Max Moment 892'# Max V (Reduced) 623 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in') Shear (in) TL Defl (in) 30.66 25.38 0.02 9.69 6.23 0.20 OK OK OK 32% 25% 9% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 440 =A Uniform Load A R1 = 892 R2 = 892 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR wnfbeam Bm#14 Date:5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Min Bearing Area R1= 2.8 in' R2= 2.8 in2 Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1115 # Reaction 2 TL 1115 # Bm Wt Included 31 # Maximum V 1115 # Max Moment 1394# Max V (Reduced) 846 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in3) Shear (ink TL Defl (in) 30.66 26.38 0.04 15.14 8.46 0.25 OK OK OK 49% 33% 17% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 850 150 1.3 405 Base Ad'usted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:440 =A Uniform Load A 0 R1=1115 R2=1115 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR +eefteam Bm#15 f f Date: 5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Min Bearing Area R1= 3.9 ins R2= 1.7 ins Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 1597 # Reaction 2 TL 673 # Bm Wt Included 31 # Maximum V 1597 # Max Moment 1531 '# Max V (Reduced) 1509 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (W) Shear (in') TL Defl (in) 30.66 25.38 0.04 16.63 15.09 0.25 OK OK OK 54% 59% 18% Fb (psi) Fv (psi) E (psi x mil) Fc ! (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL 140 =A Point TL Distance B = 1540 1.0 Uniform Load A Pt loads: R1 = 1597 R2 = 673 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR reef -beam Bm#16 Date:5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads min aeanny mlea ml= 1.1 m- mzc 1.1 ur Beam Span 6.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 438 # Reaction 2 TL 438 # Bm Wt Included 37 # Maximum V 438 # Max Moment 658'# Max V (Reduced) 350 # TL Max Defl L / 240 TL Actual DO L / >1000 Section (in') Shear (in') TL Detl (in) 30.66 25.38 0.03 7.14 3.50 0.30 OK OK OK 23% 14% 10% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) Base Values 850 150 1.3 405 BaseAd'usted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 140 =A Uniform Load A 0 0 R1 = 438 R2 = 438 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR roof j3eam Bm#17 � Date:5102/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 0.5 in R2= 0.5 in' Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 3.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 219 # Reaction 2 TL 219 # Bm Wt Included 18 # Maximum V 219 # Max Moment 164 W Max V (Reduced) 131 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (W) Shear (in') TL Defl (in) 30.66 25.38 0.00 1.79 1.31 0.15 OK OK OK 6% 5% 1% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Base Values 850 150 1.3 405 BaseAd'usted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 140 =A Uniform Load A 0 0 R1=219 R2=219 SPAN = 3 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR = bea= Bm#18 Apr"' Date:5/02/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads rvun nearing r tea m i= u.a m- M44 u.a in - Beam Span 5.0 ft Beam Wt per ft 6.17 # Reaction 1 TL 365 # Reaction 2 TL 365 # Bm Wt Included 31 # Maximum V 365 # Max Moment 457# Max V (Reduced) 277 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in') Shear (W) TL Detl (in) 30.66 25.38 0.01 4.96 2.77 0.25 OK OK OK 16% 11% 6% Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:140 =A Uniform Load A 0 0 R1 = 365 R2 = 365 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR fee€ ream Bm#19 Date: 5/02120 Selection 4x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Min Bearing Area R1= 4.3 in' R2= 4.3 in2 Beam Span 5.0 ft Beam Wt per ft 7.87 # Reaction 1 TL 1740 # Reaction 2 TL 1740 # Bm Wt Included 39 # Maximum V 1740 # Max Moment 3325'# Max V (Reduced) 1487 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (W) Shear (in) TL Defl (in) 49.91 32.38 0.04 39.11 14.87 0.25 OK OK OK 78% 46% 17% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Base Values 850 150 1.3 405 BaseAd'usted 1020 150 1.3 405 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 Kbe = 0.0 Loads Uniform TL: 320 =A Point TL Distance B = 1840 2.5 Uniform Load A Pt loads: 0 0 R1 = 1740 R2 = 1740 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR header Bm# 20 Date: 5/02/20 Selection 6x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustmenfs Loads rvun oeanny r+iea rti=4.a ur rtc=y.a ur Beam Span 5.0 ft Beam Wt per ft 10.02 # Reaction 1 TL 1975 # Reaction 2 TL 1975 # Bm Wit Included 50 # Maximum V 1975 # Max Moment 2469 W Max V (Reduced) 1481 # TL Max DO L / 240 TL Actual Deft L / >1000 Section (nW) Shear (in') TL Detl (in) 51.56 41.25 0.05 51.52 15.87 0.25 OK OK OK 100% 38% 21% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Base Values 575 140 1.1 405 Base Adjusted 575 140 1.1 405 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 Kbe = 0.0 Uniform TL:780 =A Uniform Load A 0 0 R1 = 1975 R2 = 1975 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR deck beam / entry porch beam Bm # 21 Date: 6/10/20 Selection 6x 12 HF #1 Lu = 0.0 Ft Conditions Wet Use, NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads Ivan ueanng wea rci= 0.0 In- rtc= 0.0 m- Beam Span 18.0 ft Beam Wt per ft 15.37 # Reaction 1 TL 1758 # Reaction 2 TL 1758 # Bm Wt Included 277 # Maximum V 1758 # Max Moment 7912'# Max V (Reduced) 1571 # TL Max DO L / 240 TL Actual Defl L / 425 Section inW) Shear (in') TL Defl (in) 121.23 63.25 0.51 90.43 16.83 0.90 OK OK OK 75% 27% 56% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 1050 140 1.3 405 Base Ad usted 1050 140 1.3 271 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 0.67 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 R1 = 1758 Uniform TL: 180 =A Uniform Load A SPAN = 18 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR floorbeam Bm#23 Date: 6/08120 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Min Bearing Area R1= 3.1 W R2= 3.1 in` Beam Span 5.5 ft Beam Wt per ft 6.17 # Reaction 1 TL 1254 # Reaction 2 TL 1254 # Bm Wt Included 34 # Maximum V 1254 # Max Moment 1725# Max V (Reduced) 979 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in3) Shear (ins) TL Defl (in) 30.66 25.38 0.06 18.73 9.79 0.28 OK OK OK 61% 39% 24% Fb (psi) Fv (psi) E (psi x mil) Fc-L (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:450 =A Uniform Load A R1 = 1254 R2 = 1254 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR floor beam Bm#24 Date: 6108/20 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 3.2 in' R2= 3.2 in' Data Beam Span 4.5 ft Beam Wt per ft 6.17 # Reaction 1 TL 1308 # Reaction 2 TL 1308 # Bm Wt Included 28 # Maximum V 1308 # Max Moment 1471 W Max V (Reduced) 957 # TL Max Defl L / 240 TL Actual Defl L / >1000 Attributes Actual Section in' Shear (in') TL Defl 30.66 25.38 0.04 Critical 15.98 9.57 0.23 Status OK OK OK Ratio 52% 38% 16% Values Adjustments Loads Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 150 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 575 = A Uniform Load A 0 R1 = 1308 R2 = 1308 SPAN = 4.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR &&*25 Selection 6x 10 HF #1 Conditions NDS 2001 Min Bearing Area Data Beam Span Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Wtper ft Bm Wt Included Max Moment TL Max Defl floor beam Date: 6/08/20 Lu = 0.0 Ft ��Q•]Flllli T�lZ 1F11/� 11.0 ft 12.7 # Reaction 1 TL 2545 # Reaction 2 TL 2545 # 140 # Maximum V 2545 # 6998'# Max V (Reduced) 2179 # L / 240 TL Actual Defl L / 443 Section W Shear W) TL Defl (in) 82.73 52.25 0.30 79.98 23.34 0.55 OK E97 OK OK % 45% 54% Fb (psi) Fv (psi) t (psi x ma) I-c i (psi) Base Values 1050 140 1.3 405 Base Adjusted 1050 140 1.3 405 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:450 =A Uniform Load A 0 0 R1 = 2545 R2 = 2545 SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR deck beam / entry porch beam Bm # 26 Date: 6/10/20 Selection 6x 8 HF #1 Lu = 0.0 Ft Conditions Wet Use, NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads min wearing Hrea n i= 0.1 in- rcc= a.r m- Beam Span 12.5 ft Beam Wt per ft 10.02 # Reaction 1 TL 1000 # Reaction 2 TL 1000 # Bm Wt Included 125 # Maximum V 1000 # Max Moment 3125'# Max V (Reduced) 900 # TL Max Defl L / 240 TL Actual Defl L / 430 Section (W) Shear (in') TL Defl (in) 51.56 41.25 0.35 38.47 9.64 0.63 OK OK OK 75% 23% 56% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 975 140 1.3 405 Base Adjusted 975 140 1.3 271 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 0.67 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 = 1000 Uniform TL: 150 =A R2 = SPAN =12.5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05 Edmonds SFR HDR Bm # 27 Date: 6/10120 Selection 4x 8 HF #2 Lu = 0.0 Ft Conditions Wet Use, NDS 2001 Min Bearing Area R1= 4.3 in R2= 4.3 in2 Data Beam Span 5.0 ft Beam Wt per it 6.17 # Reaction 1 TL 1178 # Reaction 2 TL 1178 # Bm Wt Included 31 # Maximum V 1178 # Max Moment 1472'# Max V (Reduced) 893 # TL Max Defl L / 240 TL Actual Defl L / >1000 Attributes Section (W) Shear (in2 TL Defl Actual 30.66 25.38 0.05 Critical 15.99 9.21 0.25 Status OK OK OK Ratio 52% 36% 20% Values Adjustments Loads Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Base Values 850 150 1.3 405 Base Adjusted 1105 146 1.2 271 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 0.97 0.90 0.67 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 465 =A Uniform Load A 0 R1 = 1178 R2 = 1178 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR HDR Bm # 219 Date: 6/10/20 Selection 6x 8 HF #2 Lu = 0.0 Ft Conditions Wet Use, NDS 2001 Min Bearing Area R1= 5.3 W R2= 8.1 in' Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 3.6 ft Beam Wt per ft 10.02 # Reaction 1 TL 1426 # Reaction 2 TL 2187 # Bm Wt Included 36 # Maximum V 2187 # Max Moment 2127# Max V (Reduced) 1900 # TL Max Defl L / 240 TL Actual Defl L / >1000 Section (in3) Shear (W) TL Defl (in) 51.56 41.25 0.02 44.38 20.35 0.18 OK OK OK 86% 49% 12% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 575 140 1.1 405 BaseAd'usted 575 140 1.1 271 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 0.67 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 B = 1957 2.5 9:1 Uniform Load A Pt loads: 0 R1 = 1426 R2 = 2187 SPAN =3.6FT Uniform and partial uniform loads are Ibs per lineal ft. SeamChek v2006 licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR floor beam Bm. # 28 Date: 6/15/20 Selection 4x 10 HF #1 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 6.8 in' R2= 6.8 in' Data Beam Span 7.0 ft Beam Wt per ft 7.87 # Reaction 1 TL 2758 # Reaction 2 TL 2758 # Bm Wt Included 55 # Maximum V 2758 # Max Moment 4826'# Max V (Reduced) 2150 # TL Max Defl L / 240 TL Actual Defl L / 684 Attributes Section (W) Shear in' TL Defl (in) Actual 49.91 32.38 0.12 Critical 49.49 21.50 0.35 Status OK OK OK Ratio 99% 66% 35% Values Adiustments Loads Fb (psi) Fv (psi) E (psi x mil) Fc ± (psi) Base Values 975 150 1.5 405 Base Adjusted 1170 150 1.5 405 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 Kbe = 0.0 Uniform TL:780 =A Uniform Load A 0 R1 = 2758 R2 = 2758 SPAN = 7 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR floorbeam Bm. # 29 Date: 6/15/20 Selection 6x 10 HF #1 Lu = 0.0 Ft Conditions NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads ivnn nearing rvea n i= o.a ur rtc- o.o ur Beam Span 8.0 ft Beam Wt per ft 12.7 # Reaction 1 TL 3591 # Reaction 2 TL 3691 # Bm Wt Included 102 # Maximum V 3591 # Max Moment 7182'# Max V (Reduced) 2880 # TL Max Defl L / 240 TL Actual Defl L / 594 Section (W) Shear (n') TL Uetl (in) 82.73 52.25 0.16 82.08 30.86 0.40 OK OK OK 99% 59% 40% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Base Values 1050 140 1.3 405 Base Adjusted 1050 140 1.3 405 CIF 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:885 =A Uniform Load A 0 0 R1 = 3591 R2 = 3591 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR garage door header Bm. # 30 Date: 6/15/20 Selection 5-118x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data Attributes Actual Critical Status Ratio Values Adiustments IV1111 Dualing HIed m1= I0.0111-RL= 10.0111- Beam Span 16.0 ft Beam Wt per ft 18.68 # Reaction 1 TL 8669 # Reaction 2 TL 8669 # Bm Wt Included 299 # Maximum V 8669 # Max Moment 34678'# Max V (Reduced) 7315 # TL Max Defl L / 240 TL Actual Defl L / 312 Section (in') Shear (inW) TL Detl (in) 192.19 76.88 0.61 173.39 45.72 0.80 OK OK OK 90% 59% 77% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 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 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Loads Uniform TL 1065 =A R1 = 8669 R2 = SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: architectural design associates Reg # 6181-65868 2019-05_Edmonds SFR deck beam Bm#31 Date: 12/09/20 Selection 6x 6 HF #1 Lu = 0.0 Ft Conditions Wet Use, NDS 2001 Data Attributes Actual Critical Status Ratio Values Adiustments Loads rvun nearing r rea R I= 9.9 In' RL= 4.4 ❑r- Beam Span 6.0 ft Beam Wt per ft 7.35 # Reaction 1 TL 1192 # Reaction 2 TL 1192 # Bm Wt Included 44 # Maximum V 1192 # Max Moment 1788'# Max V (Reduced) 1010 # TL Max Defl L / 240 TL Actual Dell L / 617 Section (W) Shear (in') TL DO (in) 27.73 30.25 0.12 22.01 10.82 0.30 OK OK OK 79% 36% 39% Fb (psi) Fv (psi) E (psi x mil) Fc1(psi) Base Values 975 140 1.3 405 BaseAd'usted 975 140 1.3 271 CIF 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 0.67 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL:390 =A Uniform Load A 0 R1 = 1192 R2 = 1192 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information __ _ Contact Information Vector One, LLC SFR Architectural Design Associates, PS Edmonds, WA: -- 42"81-7731 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are che'ckeeddwas Dean by the permit applicant Authorized Representative // /.� Date All I' ate Zones R-Value U-Factora Fenestration U-Factor° We 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC°B n/a n/a Ceilingk 40 0.026 Wood Frame Wall9,"`" 21 ird 0.056 Mass Wall R-Value' 21w2 0.056 Floor 309 0.029 Below Grade Walff 10/15/21 int+TB 0.042 Slab R-Value & Depth 10, 2It n1a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. shall comply with sufficient options from Table R406.2 so as following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. a Table R406.2 Summary Ootion Descriotion Cmdif h I Efficient Building Envelope 1a 0.5 I Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope I 2.0 ld Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 IRenewable Electric Energy 0.5 Size: Washinaton State glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. ise fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, e values will be calculated for you. If you do not see the selection you need In the drop -down options, please call the WSU Energy Extension )ram at (360) 956-2042 for assistance. project information Contact Information Vector One, LLC Architectural Design Associates, PS Edmonds, WA. 425-681-7731 Heating System Type: @Wl cuss Sysrsos Alex Pump To see detailed instructions for each section, place yourcursoron the word "Instructions'. Design Temperature Instructions - Design Temperature Difference (AT) 47 Marysville AT= Indoor (/0 degrees)-OuluomDssgn Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 3,330 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.5 31,635 Glazing and Doors U-Factor X Area - UA Instructions F 0.30 659 197.70 Skylights U-Factor X Area - UA Instructions 0.50 — Insulation Attic U-Factor X Area - UA Instructions t 0.026 2,934 76.28 Single Ratter or Joist Vaulted Ceilings U-Factor X Area UA Instructions,) ^ 38 Vented 0.027 Above Grade Walls (sae ngum t) U-Factor X Area UA Instructions - -- qb�R-211ntermediate f � 0.056 2,394 134.06 Floors U-Factor X Area UA Instructions ------- 0.025 2,738 68.45 Below Grade Walls isee Figure+) U-Factor X Area UA Instructions 0,042 468 19.66 R_2l mtermr �2zd-' r Slab Below Grade is. Figure t) F-Factor X Lenath UA Instructions ,. R-5 thermal Break a[slab edge 0.570 Slab on Grade (see Figure 1) F-Factor X Length UA Instructions ,.p-lO Penmeter �. 0.640 105 66.70 Location of Ducts Instructions Duct Leakage Coefficient u Conditioned Space �j Ica 1.00 Sum of UA 552.85 Envelope Heat Load 25,984 Btu / Hour Ficure 1. summuaxaT Air Leakage Heat Load 16,058 Btu / Hour VolunreX 0.6XGTX.078 Ahove eraaa Building Design Heat Load 42,042 Btu / Hour Airleakage♦ Envelope Heat Logs Building and Duct Heat Load 42,042 Btu / Hour Ducts in uncondeonedspace: Sum ofadding Heat LossX 140 Ducts in conftonsd space: Sum offtlaing Heat LossX 1 Maximum Heat Equipment Output 58,859 Btu / Hour auiMirg antlOud Heat Loss X 1.40 for Forced Air Furnace ausaiW am1Dud Heat LossX 1.25 for Heat Pump (m/g1113) Small Dwelling Unit: ............ 1.5 C editr Dwelling units less than 1,500 swore fed in conditioned floor area with lass than 300 square feet of fenestration area. Additions to existing building that are grater then 500 square fed of heated floor area but less than L500 square fed. Medium Dwelling Unit:...... 3.5 Credits All dwelling units not Included in #1 ork3. escapdon: Dwellings unit serving R-2 occupancies require 2.S credits. Large Dwelling Unit:........... 4.5 Credits aweifing units exceeding 5,000 square feet of condltlonedfloor area. less than 500 square feet:...... 0.5 Credits ENERGY CREDITS TAM E 40&2 OPTION CREDIT DESCRIPTION Cli S Sa E1�LAEtiT>3Lflt>,HWBEtNE4APESa: DS Prescripdm compgana is baedon TableR402.L7 wkh O*followMg modRlatbns: Fenestrstlon U.e0.i8 P000r RdB Slab on grade R-10 perimeter and under ermre slab 8dow gtatle sbb R 10 perbneter and water onomo ab or Compganw band m $tctlon R4W.1A: RedumtheToal UA by 5fa. 3? HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas, propane or oil -fired furnace with minimum AFUE of 94%, or Gas,, propane or oil -fired bioler with minimum AFUE of 92% To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum e ui ment efficiency. - Sa EFFICIENT WATER HEATING So: 0.5 All showerhead and kitchen sink faucets Initialled In the house shall be rated at 1.75 GPM or less. All otheriavataryfationsshall be mted at 19 GPM or less.` To qualfy to claim this credit, the building permit drawings shah specify the option being selected and shall specify the ma dmum flow rates for all shower heads, kitchen i inkfauats, and other lavatory faucets. Sc EFFICIENT WATER HEATING Sea 1.5 Water heating system shall Include one of thefollowing: Gas, propane or oil water haterwddh a minimum EF of091 or Solar water hating supplementing a minimum standard water heater, Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Soler Rating and Certthradon Corporation (SRMI Annual Performance of OG-300 Certified Star Water Heating Systems of eepiric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northam Climate Specification for Heat Pump Wat4r Hastens. To qualify to claim this credit, the building permit drawings shah specify the option being selected and shag specify the water hater equipment type and the minimum equipment efficiency and, for Soler water heating systems, the calculation of the minimum energy savings. a. projects tWngtNs 00i myM use Option la, 16 or is b, �ulenagW pnty ipcWdectedRldm erespace f:atinBoplon.3a.3b,3cor 3d. WhanalwwirE umthastrro pkasof e4uipment0.e�twofumKes)boAhmuatmeetthestm lwdtorec*mfRecmft a Fltanbin{ Nablam Flow RNNgr, Low flow pihnmbing flduma (water closets and urim6) and flit" (fauces and ahwmrhadt) shall complywRb Rmfouowing requWemants: 1. Residential bothmom few mary sbd: faucats: Maximum flow rate- 3.8 L/min (1Agol/min) when tested in accord ime aft h AWE A11L18.1/C5A 812$.L L Resib mfat Woollen faucets: Ma durum flow rate - 6.6 L/mdn (1.75 goVmm) when eared In aecorde pe with ASME A112.18.1JCSA 6125.1, 3 Residential thowerhadt: Maximum flow eta - 6.6 Umin 11.75 g ii/min) when tested in aaordence with ASME A112.1g.i/CSA 11175.E Total Credits *Please refer to Table R406.2 for complete option descriptions SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. 0.00 R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is ss than the label or design thickness of the insulation, the compressed R-value of the insulation from ppendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. There are no SHGC requirements in the Marine Zone. Reserved. Reserved. h Reserved. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. ' Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a of R-10 insulation. Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as in Section R402.1.3.